In cooperation with the

Research Division of the

College of Agricultural and

Life Sciences, University of

Wisconsin

United States

Department of

Agriculture

Natural

Resources

Conservation

Service

Soil Survey of

Washburn County,

Wisconsin

Subset of Major Land

Resource Areas 90

and 91
The Natural Resources Conservation Service (NRCS) is committed to making its

information accessible to all of its customers and employees. If you are experiencing

accessibility issues and need assistance, please contact our Helpdesk by phone at

1-800-457-3642 or by e-mail at ServiceDesk-FTC@ftc.usda.gov. For assistance with

publications that include maps, graphs, or similar forms of information, you may also

wish to contact our State or local office. You can locate the correct office and phone

number at http://offices.sc.egov.usda.gov/locator/app.

NRCS Accessibility Statement
This publication consists of a manuscript and a set of soil maps. The information

provided can be useful in planning the use and management of small areas.

To find information about your area of interest, locate that area on the Index to Map

Sheets. Note the number of the map sheet and turn to that sheet.

Locate your area of interest on the map sheet. Note the map unit symbols that are in

that area. Turn to the Contents, which lists the map units by symbol and name and

shows the page where each map unit is described. The map symbols and names also

appear as bookmarks, which link directly to the appropriate page in the publication.

The Contents shows which table has data on a specific land use for each detailed

soil map unit. Also see the Contents for sections of this publication that may address

your specific needs.

i

How To Use This Soil Survey
Additional information about the Nation’s natural resources is available online

from the Natural Resources Conservation Service at http://www.nrcs.usda.gov.

ii

National Cooperative Soil Survey

This soil survey is a publication of the National Cooperative Soil Survey, a joint effort

of the United States Department of Agriculture and other Federal agencies, State

agencies including the Agricultural Experiment Stations, and local agencies. The Natural

Resources Conservation Service (formerly the Soil Conservation Service) has

leadership for the Federal part of the National Cooperative Soil Survey. This survey was

made cooperatively by the Natural Resources Conservation Service and the Research

Division of the College of Agricultural and Life Sciences, University of Wisconsin. The

survey is part of the technical assistance furnished to the Washburn County Land and

Water Conservation District. The State of Wisconsin provided financial assistance, and

the Wisconsin Department of Natural Resources provided technical assistance.

Major fieldwork for this soil survey was completed in 2001. Soil names and

descriptions were approved in 2002. Unless otherwise indicated, statements in this

publication refer to conditions in the survey area in 2002. Digitizing of this soil survey

was completed under the direction of the Madison, Wisconsin, digitizing unit in 2002.

The most current official data are available on the Internet.

Soil maps in this survey may be copied without permission. Enlargement of these

maps, however, could cause misunderstanding of the detail of mapping. If enlarged,

maps do not show the small areas of contrasting soils that could have been shown at a

larger scale.

Nondiscrimination Statement

The United States Department of Agriculture (USDA) prohibits discrimination in all its

programs and activities on the basis of race, color, national origin, sex, religion, age,

disability, political beliefs, sexual orientation, or marital or family status. (Not all

prohibited bases apply to all programs.) Persons with disabilities who require alternative

means for communication of program information (Braille, large print, audiotape, etc.)

should contact the USDA’s TARGET Center at (202) 720-2600 (voice and TDD).

To file a complaint of discrimination, write USDA, Director, Office of Civil Rights,

Room 326-W, Whitten Building, 1400 Independence Avenue, SW, Washington, D.C.

20250-9410, or call (202) 720-5964 (voice and TDD). USDA is an equal opportunity

provider and employer.

Caption for Cover Photo

The Spooner Hills (background) represent a common landform in central Washburn

County. The surrounding valley floors are flat, sandy remnants of Glacial Lake

Grantsburg or outwash plains.
iii

Contents

How To Use This Soil Survey .......................................................................................i

Foreword ..................................................................................................................... ix

How This Survey Was Made ........................................................................................ 1

Formation and Classification of the Soils................................................................ 5

Table 1.—Classification of the Soils ......................................................................... 9

Soil Map Unit Descriptions ...................................................................................... 11

3A—Totagatic-Bowstring-Ausable complex, 0 to 2 percent slopes, frequently

flooded ............................................................................................................. 12

22A—Comstock silt loam, 0 to 3 percent slopes .................................................... 14

24A—Poskin silt loam, 0 to 3 percent slopes ......................................................... 14

27A—Scott Lake sandy loam, 0 to 3 percent slopes ............................................. 15

28B—Haugen-Rosholt complex, 2 to 6 percent slopes, very stony ....................... 16

28C—Haugen-Rosholt complex, 6 to 12 percent slopes, very stony ..................... 18

33B—Chetek sandy loam, 1 to 6 percent slopes ................................................... 20

33C—Chetek sandy loam, 6 to 12 percent slopes ................................................. 20

38A—Rosholt sandy loam, 0 to 2 percent slopes .................................................. 21

38B—Rosholt sandy loam, 2 to 6 percent slopes .................................................. 22

38C—Rosholt sandy loam, 6 to 12 percent slopes ................................................ 22

38D—Rosholt sandy loam, 12 to 20 percent slopes .............................................. 23

42D—Amery sandy loam, 12 to 25 percent slopes, very stony ............................. 24

43B—Antigo silt loam, 1 to 6 percent slopes ......................................................... 24

43C—Antigo silt loam, 6 to 15 percent slopes ....................................................... 25

43D—Antigo silt loam, 15 to 30 percent slopes ..................................................... 26

48A—Brill silt loam, 0 to 3 percent slopes.............................................................. 26

63A—Crystal Lake silt loam, 0 to 2 percent slopes................................................ 27

63B—Crystal Lake silt loam, 2 to 6 percent slopes................................................ 27

63C—Crystal Lake silt loam, 6 to 12 percent slopes ............................................. 28

63E—Crystal Lake silt loam, 20 to 35 percent slopes............................................ 29

64A—Totagatic-Winterfield complex, 0 to 2 percent slopes, frequently flooded ..... 29

69B—Keweenaw-Sayner-Vilas complex, 2 to 6 percent slopes, stony .................. 30

69C—Keweenaw-Sayner-Vilas complex, 6 to 15 percent slopes, stony ................ 32

69E—Keweenaw-Sayner-Vilas complex, 15 to 45 percent slopes, stony .............. 33

74B—Vilas loamy sand, 0 to 6 percent slopes ....................................................... 34

74C—Vilas loamy sand, 6 to 15 percent slopes .................................................... 35

74D—Vilas loamy sand, 15 to 30 percent slopes .................................................. 35

100B—Menahga sand, 0 to 6 percent slopes ........................................................ 36

100C—Menahga sand, 6 to 12 percent slopes ...................................................... 36

100D—Menahga sand, 12 to 30 percent slopes .................................................... 37

127D—Amery-Rosholt complex, 12 to 20 percent slopes, very stony ................... 38

127E—Amery-Rosholt complex, 20 to 45 percent slopes, very stony ................... 39

156B—Magnor, very stony-Magnor complex, 0 to 4 percent slopes ...................... 40

157B—Freeon, very stony-Freeon complex, 2 to 6 percent slopes ....................... 41

157C—Freeon, very stony-Freeon complex, 6 to 12 percent slopes ..................... 42

160A—Oesterle sandy loam, 0 to 2 percent slopes ............................................... 43

182B—Padus sandy loam, 0 to 6 percent slopes .................................................. 44
iv

182C—Padus sandy loam, 6 to 15 percent slopes ................................................ 44

192A—Worcester sandy loam, 0 to 3 percent slopes ............................................ 45

193A—Minocqua muck, 0 to 2 percent slopes ....................................................... 46

215B—Pence sandy loam, 0 to 6 percent slopes .................................................. 46

215C—Pence sandy loam, 6 to 15 percent slopes ................................................ 47

215D—Pence sandy loam, 15 to 30 percent slopes .............................................. 48

315A—Rib silt loam, 0 to 2 percent slopes ............................................................ 48

337A—Plover fine sandy loam, 0 to 3 percent slopes............................................ 49

368B—Mahtomedi-Cress complex, 2 to 6 percent slopes ..................................... 50

368C—Mahtomedi-Cress complex, 6 to 12 percent slopes ................................... 51

368D—Mahtomedi-Cress complex, 12 to 25 percent slopes ................................. 52

371A—Croswell loamy sand, 0 to 3 percent slopes ............................................... 53

380B—Cress-Rosholt complex, 2 to 6 percent slopes ........................................... 53

380C—Cress-Rosholt complex, 6 to 12 percent slopes ........................................ 54

380D—Cress-Rosholt complex, 12 to 25 percent slopes ...................................... 55

383B—Mahtomedi loamy sand, 0 to 6 percent slopes ........................................... 56

383C—Mahtomedi loamy sand, 6 to 12 percent slopes......................................... 57

383D—Mahtomedi loamy sand, 12 to 30 percent slopes....................................... 58

396B—Friendship-Wurtsmith-Grayling complex, 0 to 6 percent slopes ................. 58

397A—Perchlake loamy fine sand, 0 to 2 percent slopes ...................................... 59

399B—Grayling sand, 0 to 6 percent slopes .......................................................... 60

399C—Grayling sand, 6 to 12 percent slopes........................................................ 61

399D—Grayling sand, 12 to 30 percent slopes...................................................... 61

405A—Lupton, Cathro, and Tawas soils, 0 to 1 percent slopes ............................. 62

406A—Loxley mucky peat, 0 to 1 percent slopes .................................................. 63

407A—Seelyeville and Markey soils, 0 to 1 percent slopes ................................... 63

410A—Seelyeville and Cathro soils, 0 to 1 percent slopes .................................... 64

412A—Rifle and Tacoosh soils, 0 to 1 percent slopes ........................................... 65

415A—Greenwood mucky peat, 0 to 1 percent slopes .......................................... 66

439B—Graycalm-Menahga complex, 0 to 6 percent slopes .................................. 67

439C—Graycalm-Menahga complex, 6 to 12 percent slopes ................................ 68

439D—Graycalm-Menahga complex, 12 to 30 percent slopes .............................. 69

441C—Freeon, very stony-Cathro complex, 0 to 15 percent slopes ...................... 70

442C—Haugen, very stony-Greenwood complex, 0 to 15 percent slopes ............. 71

443D—Amery, very stony-Greenwood complex, 0 to 35 percent slopes ............... 72

461A—Bowstring muck, 0 to 1 percent slopes, frequently flooded ........................ 73

484A—Greenwood and Beseman soils, 0 to 1 percent slopes .............................. 74

495B—Karlsborg-Grettum-Perida complex, 1 to 6 percent slopes ........................ 75

495C—Karlsborg-Grettum-Perida complex, 6 to 12 percent slopes ...................... 76

495D—Karlsborg-Grettum-Perida complex, 12 to 30 percent slopes .................... 78

497A—Meenon loamy sand, 0 to 3 percent slopes................................................ 79

515A—Manitowish sandy loam, 0 to 3 percent slopes........................................... 80

521A—Dody muck, 0 to 2 percent slopes .............................................................. 80

524E—Rock outcrop-Frogcreek-Metonga complex, 2 to 45 percent slopes,

very stony ........................................................................................................ 81

542B—Haugen, very stony-Haugen complex, 2 to 6 percent slopes ..................... 82

542C—Haugen, very stony-Haugen complex, 6 to 12 percent slopes ................... 84

543B—Anigon silt loam, 2 to 6 percent slopes ...................................................... 85

543C2—Anigon silt loam, 6 to 12 percent slopes, eroded ..................................... 86

544F—Menahga and Mahtomedi soils, 30 to 45 percent slopes ........................... 86

555A—Fordum silt loam, 0 to 2 percent slopes, frequently flooded ....................... 87

574B—Sayner loamy sand, 0 to 6 percent slopes ................................................. 88

574C—Sayner loamy sand, 6 to 15 percent slopes ............................................... 89

574E—Sayner loamy sand, 15 to 45 percent slopes ............................................. 89
v

579B—Parkfalls sandy loam, 0 to 4 percent slopes, very stony ............................ 90

600A—Haplosaprists and Psammaquents, 0 to 2 percent slopes ......................... 90

615B—Cress sandy loam, 0 to 6 percent slopes ................................................... 91

615C—Cress sandy loam, 6 to 12 percent slopes ................................................. 92

615D—Cress sandy loam, 12 to 30 percent slopes ............................................... 93

623A—Capitola muck, 0 to 2 percent slopes, very stony ....................................... 93

624A—Ossmer silt loam, 0 to 3 percent slopes ..................................................... 94

632A—Aftad fine sandy loam, 0 to 2 percent slopes ............................................. 95

632B—Aftad fine sandy loam, 2 to 6 percent slopes ............................................. 95

632C—Aftad fine sandy loam, 6 to 12 percent slopes ........................................... 96

633F—Pence and Padus soils, 30 to 45 percent slopes ........................................ 97

648B—Sconsin silt loam, 1 to 6 percent slopes ..................................................... 98

670C—Keweenaw-Pence complex, 6 to 15 percent slopes, stony ........................ 98

670E—Keweenaw-Pence complex, 15 to 45 percent slopes, stony ....................... 99

671B—Spoonerhill, stony-Spoonerhill complex, 2 to 6 percent slopes ................ 100

680B—Stanberry-Pence complex, 2 to 6 percent slopes, stony .......................... 102

683A—Tipler sandy loam, 0 to 3 percent slopes ................................................. 103

706A—Winterfield-Totagatic complex, 0 to 2 percent slopes, frequently

flooded ........................................................................................................... 103

724A—Rib-Rock outcrop complex, 0 to 2 percent slopes .................................... 104

726B—Sissabagama loamy sand, 0 to 6 percent slopes ..................................... 105

733A—Wozny muck, 0 to 2 percent slopes, very stony ....................................... 106

771A—Lenroot loamy sand, 0 to 3 percent slopes .............................................. 107

827A—Scoba sandy loam, 0 to 3 percent slopes ................................................ 107

853C—Frogcreek-Stinnett-Wozny complex, 0 to 15 percent slopes, very

stony .............................................................................................................. 108

856B—Stinnett silt loam, 0 to 4 percent slopes, very stony ................................. 109

857B—Frogcreek silt loam, 2 to 6 percent slopes, very stony ............................. 110

857C—Frogcreek silt loam, 6 to 15 percent slopes, very stony ........................... 111

873B—Stanberry sandy loam, 1 to 6 percent slopes, very stony ........................ 112

873C—Stanberry sandy loam, 6 to 15 percent slopes, very stony ...................... 112

873D—Stanberry sandy loam, 15 to 30 percent slopes, very stony .................... 113

905A—Cublake loamy sand, 0 to 3 percent slopes ............................................. 114

926A—Flink loamy sand, 0 to 3 percent slopes ................................................... 115

943D—Stanberry, very stony-Greenwood complex, 0 to 35 percent slopes ........ 115

948A—Billyboy silt loam, 0 to 3 percent slopes ................................................... 116

970C—Keweenaw, stony-Pence, stony-Greenwood complex, 0 to 15 percent

slopes ............................................................................................................ 117

970E—Keweenaw, stony-Pence, stony-Greenwood complex, 0 to 45 percent

slopes ............................................................................................................ 119

1070C—Fremstadt, stony-Cress complex, 6 to 15 percent slopes ...................... 120

1070D—Fremstadt, stony-Cress complex, 15 to 30 percent slopes .................... 121

1080B—Spoonerhill-Spoonerhill, stony-Cress complex, 1 to 6 percent

slopes ............................................................................................................ 122

1653C—Stanberry-Parkfalls-Wozny complex, 0 to 15 percent slopes, very

stony .............................................................................................................. 124

2015—Pits ........................................................................................................... 125

2050—Landfill ...................................................................................................... 125

3011A—Barronett silt loam, 0 to 2 percent slopes ............................................... 126

3125A—Meehan loamy sand, 0 to 2 percent slopes............................................ 126

3126A—Wurtsmith loamy sand, 0 to 3 percent slopes ........................................ 127

3276A—Au Gres loamy sand, 0 to 3 percent slopes ........................................... 127

3312B—Glendenning, very stony-Glendenning complex, 0 to 4 percent

slopes ............................................................................................................ 128
vi

3336A—Fenander fine sandy loam, 0 to 2 percent slopes .................................. 129

3403A—Loxley, Beseman, and Dawson soils, 0 to 1 percent slopes ................... 130

3424C—Frogcreek-Magroc-Stinnett complex, 0 to 15 percent slopes, very

stony, rocky .................................................................................................... 131

3446A—Newson muck, 0 to 2 percent slopes ..................................................... 133

3448B—Grettum loamy sand, 0 to 6 percent slopes ........................................... 134

3448C—Grettum loamy sand, 6 to 12 percent slopes ......................................... 134

3516A—Slimlake sandy loam, 0 to 3 percent slopes ........................................... 135

3629B—Perida loamy sand, 0 to 4 percent slopes .............................................. 136

M-W—Miscellaneous water ................................................................................. 137

W—Water............................................................................................................. 137

Table 2.—Acreage and Proportionate Extent of the Soils .................................... 137

Use and Management of the Soils ........................................................................ 141

Interpretive Ratings .............................................................................................. 141

Rating Class Terms.......................................................................................... 141

Numerical Ratings ........................................................................................... 141

Crops and Pasture ............................................................................................... 142

Climate ............................................................................................................ 142

Cropland Management Considerations ........................................................... 142

Crop Yield Estimates........................................................................................ 144

Land Capability Classification .......................................................................... 145

Prime Farmland ............................................................................................... 146

Windbreaks and Environmental Plantings ....................................................... 147

Conservation Tree/Shrub Suitability Groups .................................................... 148

Forest Land Management .................................................................................... 148

Forest Land Harvest Equipment Considerations ............................................. 148

Forest Haul Road Considerations .................................................................... 148

Forest Log Landing Considerations ................................................................. 149

Forest Land Site Preparation and Planting Considerations ............................. 149

Forest Habitat Types ........................................................................................ 149

Recreation............................................................................................................ 155

Wildlife Habitat ..................................................................................................... 157

Engineering .......................................................................................................... 158

Building Site Development ............................................................................... 159

Sanitary Facilities............................................................................................. 161

Construction Materials ..................................................................................... 163

Water Management ......................................................................................... 164

Agricultural Waste Management .......................................................................... 165

Table 3.—Temperature and Precipitation ............................................................. 168

Table 4.—Freeze Dates in Spring and Fall ........................................................... 169

Table 5.—Growing Season .................................................................................. 169

Table 6.—Cropland Management Considerations ................................................ 170

Table 7.—Land Capability and Yields per Acre of Crops and Pasture .................. 200

Table 8.—Prime Farmland ................................................................................... 212

Table 9.—Windbreaks and Environmental Plantings............................................ 213

Table 10.—Conservation Tree/Shrub Suitability Groups ...................................... 240

Table 11.—Forest Land Harvest Equipment Considerations................................ 250

Table 12.—Forest Haul Road Considerations ...................................................... 261

Table 13.—Forest Log Landing Considerations ................................................... 272

Table 14.—Forest Land Site Preparation and Planting Considerations................ 283

Table 15.—Forest Habitat Types .......................................................................... 297

Table 16a.—Recreational Development ............................................................... 308

Table 16b.—Recreational Development ............................................................... 333

Table 17.—Wildlife Habitat ................................................................................... 354
vii

Table 18a.—Building Site Development ............................................................... 367

Table 18b.—Building Site Development ............................................................... 386

Table 19a.—Sanitary Facilities ............................................................................. 410

Table 19b.—Sanitary Facilities ............................................................................. 439

Table 20a.—Construction Materials ..................................................................... 463

Table 20b.—Construction Materials ..................................................................... 481

Table 21.—Water Management ............................................................................ 512

Table 22a.—Agricultural Waste Management ...................................................... 533

Table 22b.—Agricultural Waste Management ...................................................... 572

Soil Properties ........................................................................................................ 605

Engineering Index Properties ............................................................................... 605

Physical Properties .............................................................................................. 606

Chemical Properties ............................................................................................ 608

Water Features .................................................................................................... 608

Soil Features ........................................................................................................ 610

Table 23.—Engineering Index Properties ............................................................. 612

Table 24.—Physical Properties of the Soils ......................................................... 709

Table 25.—Chemical Properties of the Soils ........................................................ 735

Table 26.—Soil Moisture Status by Depth ............................................................ 761

Table 27.—Flooding Frequency and Duration ...................................................... 791

Table 28.—Ponding Frequency, Duration, and Depth........................................... 805

Table 29.—Soil Features ...................................................................................... 822

References .............................................................................................................. 833

Glossary .................................................................................................................. 835

Issued 2006

ix

Soil surveys contain information that affects land use planning in survey areas. They

include predictions of soil behavior for selected land uses. The surveys highlight soil

limitations, improvements needed to overcome the limitations, and the impact of

selected land uses on the environment.

Soil surveys are designed for many different users. Farmers, foresters, and

agronomists can use the surveys to evaluate the potential of the soil and the

management needed for maximum food and fiber production. Planners, community

officials, engineers, developers, builders, and home buyers can use the surveys to

plan land use, select sites for construction, and identify special practices needed to

ensure proper performance. Conservationists, teachers, students, and specialists in

recreation, wildlife management, waste disposal, and pollution control can use the

surveys to help them understand, protect, and enhance the environment.

Various land use regulations of Federal, State, and local governments may impose

special restrictions on land use or land treatment. The information in this report is

intended to identify soil properties that are used in making various land use or land

treatment decisions. Statements made in this report are intended to help the land

users identify and reduce the effects of soil limitations on various land uses. The

landowner or user is responsible for identifying and complying with existing laws and

regulations.

Great differences in soil properties can occur within short distances. Some soils are

seasonally wet or subject to flooding. Some are too unstable to be used as a

foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic

tank absorption fields. A high water table makes a soil poorly suited to basements or

underground installations.

These and many other soil properties that affect land use are described in this soil

survey. The location of each soil is shown on the detailed soil maps. Each soil in the

survey area is described, and information on specific uses is given. Help in using this

publication and additional information are available at the local office of the Natural

Resources Conservation Service or the Cooperative Extension Service.

Patricia S. Leavenworth

State Conservationist

Natural Resources Conservation Service

Foreword

1

By Fred J. Simeth, Natural Resources Conservation Service

Fieldwork and data development by Keith A. Anderson, Scot A. Haley,

David J. Hvizdak, Mark A. Krupinski, Kenneth W. Lubich, James Martzke,

Phillip D. Meyer, Fred J. Simeth, Jeff C. Talsky, Chanc L. Vogel, and

Robert D. Weihrouch, Natural Resources Conservation Service

United States Department of Agriculture, Natural Resources Conservation Service,

in cooperation with

the Research Division of the College of Agricultural and Life Sciences, University of

Wisconsin

How This Survey Was Made

This survey was made to provide information about the soils and miscellaneous

areas in the survey area, which is in Major Land Resource Areas 90 and 91. The

majority of MLRA 90 occurs in Wisconsin, and the majority of MLRA 91 occurs in

Minnesota. Major land resource areas (MLRAs) are geographically associated land

resource units that share a common land use, elevation, topography, climate, water,

soils, and vegetation (USDA, 1981). Washburn County, which is in northwestern

Wisconsin (fig. 1), is a subset of MLRA 90, Central Wisconsin and Minnesota Thin

Loess and Till, and MLRA 91, Wisconsin and Minnesota Sandy Outwash. Map unit

design and the soil descriptions are based on documentation of the occurrence of

each soil throughout the MLRAs.

The information in this survey includes a brief description of the soils and

miscellaneous areas and interpretive tables showing soil properties and the

subsequent effects on suitability, limitations, and management for specified uses.

During the fieldwork for this survey, soil scientists observed the steepness, length,

and shape of the slopes; the general pattern of drainage; the kinds of crops and native

plants; and the kinds of bedrock. They dug many holes to study the soil profile, which

is the sequence of natural layers, or horizons, in a soil. The profile extends from the

surface down into the unconsolidated material in which the soil formed. The

unconsolidated material is devoid of roots and other living organisms and has not

been changed by other biological activity.

The soils and miscellaneous areas in the survey area are in an orderly pattern that

is related to the geology, landforms, relief, climate, and natural vegetation of the area.

Each kind of soil and miscellaneous area is associated with a particular kind of

landscape or segment of the landscape. By observing the soils and miscellaneous

areas in the survey area and relating their position to specific segments of the

landscape, soil scientists develop a concept, or model, of how the soils were formed.

Thus, during mapping, this model enables the soil scientists to predict with a

considerable degree of accuracy the kind of soil or miscellaneous area at a specific

location on the landscape.

Individual soils on the landscape commonly merge into one another as their

characteristics gradually change. To construct an accurate map, however, soil

Soil Survey of

Washburn County,

Wisconsin, Subset of Major

Land Resource Areas 90 and 91
2 Soil Survey of

scientists must determine the boundaries between the soils. They can observe only a

limited number of soil profiles. Nevertheless, these observations, supplemented by an

understanding of the soil-vegetation-landscape relationship, are sufficient to verify

predictions of the kinds of soil in an area and to determine the boundaries.

Soil scientists recorded the characteristics of the soil profiles that they observed.

The maximum depth of observation was about 80 inches (6.7 feet). Soil scientists

noted soil color, texture, size and shape of soil aggregates, kind and amount of rock

fragments, distribution of plant roots, soil reaction, and other features that enable them

to identify soils. After describing the soils in the survey area and determining their

properties, the soil scientists assigned the soils to taxonomic classes (units).

Taxonomic classes are concepts. Each taxonomic class has a set of soil

characteristics with precisely defined limits. The classes are used as a basis for

comparison to classify soils systematically. Soil taxonomy, the system of taxonomic

classification used in the United States, is based mainly on the kind and character of

soil properties and the arrangement of horizons within the profile. After the soil

scientists classified and named the soils in the survey area, they compared the

individual soils with similar soils in the same taxonomic class in other areas so that

they could confirm data and assemble additional data based on experience and

research.

While a soil survey is in progress, samples of some of the soils in the area generally

are collected for laboratory analyses and for engineering tests. Soil scientists interpret

the data from these analyses and tests as well as the field-observed characteristics

and the soil properties to determine the expected behavior of the soils under different

uses. Interpretations for all of the soils are field tested through observation of the soils

in different uses and under different levels of management. Interpretations are

modified as necessary to fit local conditions, and some new interpretations are

developed to meet local needs. Data are assembled from other sources, such as

research information, production records, and field experience of specialists. For

Figure 1.—Location of Washburn County in Wisconsin.
Washburn County, Wisconsin 3

example, data on crop yields under defined levels of management are assembled from

farm records and from field or plot experiments on the same kinds of soil.

Predictions about soil behavior are based not only on soil properties but also on

such variables as climate and biological activity. Soil conditions are predictable over

long periods of time, but they are not predictable from year to year. For example, soil

scientists can predict with a fairly high degree of accuracy that a given soil will have a

zone in which the soil moisture status is wet within certain depths in most years, but

they cannot predict that this zone will always be at a specific level in the soil on a

specific date.

After soil scientists located and identified the significant natural bodies of soil in the

survey area, they drew the boundaries of these bodies on aerial photographs and

identified each as a specific map unit. Aerial photographs show trees, buildings, fields,

roads, and rivers, all of which help in locating boundaries accurately.

Soil scientists were denied access to a few tracts in the county. These areas were

mapped using knowledge of soil patterns in the surrounding area and by aerial photo

interpretation. The identification of soil properties and the delineations of soil

boundaries are less accurate on these tracts than in areas where soil scientists had

access to the land and could examine the soils. On the detailed soil maps, these tracts

are labeled “Reduced Reliability, Access Denied.”

5

Soil is produced by the action of soil-forming processes on materials deposited or

accumulated by geologic forces. The characteristics and properties of soil in a given

area are determined by (1) the physical and mineralogical composition of the parent

material; (2) the climate under which the soil material has accumulated and existed

since accumulation; (3) the living organisms on and in the soil; (4) the relief, or lay of

the land; and (5) the length of time the forces of soil formation have acted on the soil

material (Jenny, 1941). The relative effect of each of these factors is reflected in the

soil profile.

The interaction of these factors during the transformation of the parent material into

soil generates complex physical, chemical, and biological processes that cause

minerals to become weathered and organic matter to accumulate. Material in

suspension or in solution moves downward through the soil to form definite layers, or

horizons, in the soil. These layers—surface layer, subsurface layer, subsoil, and

substratum—are defined in the Glossary.

All of the major factors of soil formation are interrelated. When one factor changes,

the other four factors are affected. The following paragraphs describe the factors of soil

formation as they relate to the soils in the survey area.

Parent Material

Parent material largely determines the physical and chemical properties of the soil,

such as the capacity or ability of the soil to store water and nutrients for plants and the

rate at which water can pass through the soil.

The soils in Washburn County formed in a wide variety of parent materials,

including till, outwash, glaciolacustrine deposits, and alluvial deposits.

Till is unsorted, unstratified drift consisting mainly of clay, silt, and sand. It may

contain gravel, cobbles, stones, or boulders. The till in the southern part of the county

is dominantly sandy loam. Freeon and Magnor soils are examples of soils that formed

in silty deposits and in the underlying loamy till. The loamy till is dense at a depth of 40

to 60 inches. This dense layer restricts the movement of water through the soil.

Fremstadt and Spoonerhill soils are examples of till soils that are dominantly sandy

throughout. They have a thin loamy upper layer but have friable sandy till in the subsoil

and substratum. These soils are in the central part of the county on moraines

surrounded by sandy outwash soils.

Some of the soils in the northeastern part of the county that formed in till are

underlain by basalt bedrock. Magroc and Metonga soils are examples of soils that

formed in silty deposits underlain by till over the bedrock.

Outwash is sand, sand and gravel, or stratified sand and gravel deposited by water

flowing from a melting glacier. Rosholt, Scott Lake, and Oesterle soils formed mostly in

loamy deposits over sandy and gravelly outwash. Anigon, Antigo, Brill, Sconsin,

Billyboy, and Poskin soils formed mostly in silty deposits over sandy and gravelly

outwash.

Graycalm, Grettum, Mahtomedi, and Menahga soils are examples of outwash soils

that are sandy or gravelly throughout. These soils are in the central and northwestern

parts of the county.

Formation and Classification of

the Soils
6 Soil Survey of

Glaciolacustrine deposits are materials ranging from fine clay to sand derived from

glaciers and deposited in glacial lakes, mainly by glacial meltwater. Many deposits are

interbedded or laminated. In Washburn County, ice-walled lake plains formed as

surrounding stagnant ice melted. These dish-shaped plateau formations are easy to

recognize on topographic maps (Johnson, 2000). Barronett, Comstock, and Crystal

Lake soils are examples of soils that formed in areas where these deposits are

dominantly loamy. Cublake, Flink, and Sissabagama soils are examples of soils that

formed in areas where loamy glaciolacustrine deposits are covered by deep deposits

of sandy outwash.

Other glaciolacustrine deposits in Washburn County were laid down in areas once

covered by Glacial Lake Grantsburg. Glacial Lake Grantsburg formed as the

Grantsburg Sublobe of the Des Moines glacial advance dammed the southwestflowing St. Croix River in the vicinity of Grantsburg in Burnett County. It is estimated

that Glacial Lake Grantsburg lasted for about 80 to 100 years (Johnson, 2000). Dody,

Karlsborg, and Perida soils are examples of soils that formed in areas where a thin

layer of clayey Glacial Lake Grantsburg glaciolacustrine deposits were covered by

moderately deep or deep sandy outwash or glaciolacustrine deposits. These soils

occur in small pockets in the east-central part of the county.

Some of the soils in the county, such as Totagatic and Winterfield soils, formed in

sandy postglacial alluvial deposits that were laid down as rivers overflowed and

deposited fresh sediments on the flood plains. Fordum soils are examples of soils that

formed in loamy alluvial deposits.

Climate

Climate influences soil formation by providing the moisture and temperatures

necessary for the weathering of parent material. It also alters the parent material

through the mechanical action of freezing and thawing.

Water dissolves and transfers soluble materials and nutrients to the lower parts of

the soil. Reaction, or pH, is largely influenced by this process. Temperature affects the

rate at which chemical reactions and biological processes proceed. These reactions

and processes are slower at a lower temperature than at a higher temperature.

Moisture and temperature also affect the kinds of plants and animals that grow on and

in the soil. The accumulation and decomposition of organic material also are

influenced by moisture and temperature.

Wind can affect the development of soil by adding or removing fine particles of soil

or organic material. It also affects the moisture content of soils by influencing the rate

of evaporation.

Climate can also have more localized effects. For example, north- and east-facing

slopes tend to be cooler and wetter than south- and west-facing slopes. Depressional

areas generally have cooler temperatures for a longer part of the year than summits

and slopes of hills.

Washburn County has a cool, subhumid continental climate that favors the growth

of trees and the formation of leached, acid soils with a thin, dark surface layer and a

clay-enriched subsoil.

Living Organisms

Living organisms, such as plants, bacteria, fungi, insects, earthworms, nematodes,

and rodents, influence the formation of soils. In addition to providing organic matter to

the soil, their activities result in the development of soil structure and the formation of

voids in the soil and thus encourage the transferral of clay and nutrients from the

upper layers to the subsoil.
Washburn County, Wisconsin 7

Plants generally have more influence than other living organisms on soil formation.

Plant roots excrete substances that act on the parent material to bring nutrients or

mineral substances into solution. These nutrients are translocated by plant roots

upward to stems and leaves. When the plants die, minerals and nutrients are released

to the upper soil layers. The organic acids formed from the decaying plant residue

accelerate soil formation by reacting with rock and mineral constituents. Plants also

affect soil formation by modifying the effects of climate—for example, by removing soil

moisture through evapotransportation and by reducing the hazard of erosion.

Soil organisms decompose organic compounds and sequester nitrogen and other

nutrients and make them available to plants. Organisms in the soil also enhance soil

structure and porosity as they move through the soil. Roots and percolating water

follow the channels created by animal activity.

Relief

Relief is an important factor in soil formation because it affects drainage, aeration,

and erosion.

Because relief influences runoff and drainage, it can affect the types of vegetation

present and the chemical changes on and in the soil. Soil profile development occurs

most rapidly in well drained, gently sloping areas. Profile development is slower on

steep slopes, where runoff is rapid and the rate of water infiltration is slower.

Excessive runoff reduces the amount of water that is available for leaching the soil and

for use by plants, and it can increase the hazard of erosion. Differences in relief can

account for the formation of different soils in similar kinds of parent material. For

example, some soils in the county formed in similar kinds of parent material but have

different drainage classes because they are in different positions on the landscape.

Oesterle and other somewhat poorly drained soils have redoximorphic features in

the subsoil because of seasonal wetness. These soils commonly are less sloping and

have a slower rate of surface runoff than the well drained soils. They are also lower on

the landscape and typically receive runoff from the adjacent uplands.

Minocqua and other poorly drained and very poorly drained soils are in the lowest

positions on the landscape, where runoff is very slow or ponded. They have a grayish

subsoil as a result of prolonged saturation and poor aeration. The surface layer

generally is darker and thicker than that of upland soils because the moisture content

is more favorable for the accumulation of organic material.

In areas where accumulations of decomposing plant residue are thicker because of

excessive wetness, organic soils have formed. Beseman, Cathro, and Markey soils are

examples of soils that formed in organic material 16 to 51 inches thick over mineral

deposits. Greenwood and Seelyeville soils are examples of soils that formed in organic

material more than 51 inches thick.

Time

Time is required for the formation of soil. In most cases, the longer the other factors

of soil formation have been allowed to act on the parent material, the more profile

development can occur. Soils that are forming in parent material that has been

deposited relatively recently, such as Fordum, Totagatic, and Winterfield soils, show

very little profile development.

In upland areas that support woodland vegetation, the soils that have developed are

characterized by organic matter that was produced by the decay of leaves, limbs, and

trunks. This decay produced acids that percolated through the surface litter and into

the soil and increased the mobility of clay, organic material, and oxides, which allowed

these substances to be leached away or to accumulate in the subsoil. Over a period of

time, clay, organic matter, and oxides were removed from the surface layer and a thin
8 Soil Survey of

bleached subsurface layer formed just below it. The clay, organic matter, and oxides

accumulated in the subsoil horizons below this subsurface layer in the form of thin

films on individual soil particles, on peds, and along cracks and pores. Freeon soils are

examples of soils that formed in an area of woodland vegetation.

Classification of the Soils

The system of soil classification used by the National Cooperative Soil Survey has

six categories (Soil Survey Staff, 1999 and 2003). Beginning with the broadest, these

categories are the order, suborder, great group, subgroup, family, and series.

Classification is based on soil properties observed in the field or inferred from those

observations or from laboratory measurements. Table 1 shows the classification of the

soils in the survey area. The categories are defined in the following paragraphs.

ORDER. Twelve soil orders are recognized. The differences among orders reflect

the dominant soil-forming processes and the degree of soil formation. Each order is

identified by a word ending in sol. An example is Alfisol.

SUBORDER. Each order is divided into suborders primarily on the basis of

properties that influence soil genesis and are important to plant growth or properties

that reflect the most important variables within the orders. The last syllable in the name

of a suborder indicates the order. An example is Aqualf (Aqu, meaning water, plus alf,

from Alfisol).

GREAT GROUP. Each suborder is divided into great groups on the basis of close

similarities in kind, arrangement, and degree of development of pedogenic horizons;

soil moisture and temperature regimes; type of saturation; and base status. Each great

group is identified by the name of a suborder and by a prefix that indicates a property

of the soil. An example is Epiaqualfs (Epi, meaning on or above, plus aqualf, the

suborder of the Alfisols that has an aquic moisture regime).

SUBGROUP. Each great group has a typic subgroup. Other subgroups are

intergrades or extragrades. The typic subgroup is the central concept of the great

group; it is not necessarily the most extensive. Intergrades are transitions to other

orders, suborders, or great groups. Extragrades have some properties that are not

representative of the great group but do not indicate transitions to any other taxonomic

class. Each subgroup is identified by one or more adjectives preceding the name of

the great group. An example is Mollic Epiaqualfs.

FAMILY. Families are established within a subgroup on the basis of physical and

chemical properties and other characteristics that affect management. Generally, the

properties are those of horizons below plow depth where there is much biological

activity. Among the properties and characteristics considered are particle-size class,

mineralogy class, cation-exchange activity class, soil temperature regime, soil depth,

and reaction class. A family name consists of the name of a subgroup preceded by

terms that indicate soil properties. An example is fine-silty, mixed, superactive, frigid

Mollic Epiaqualfs.

SERIES. The series consists of soils within a family that have horizons similar in

color, texture, structure, reaction, consistence, mineral and chemical composition, and

arrangement in the profile. An example is the Barronett series.

The Official Series Descriptions (OSDs) provide the most current information about

the series mapped in Washburn County. These descriptions are available on the Web

at http://soils.usda.gov.
Washburn County, Wisconsin 9

Table 1.--Classification of the Soils

__________________________________________________________________________________________________________________________

 |

 Soil name | Family or higher taxonomic class

 | __________________________________________________________________________________________________________________________

 |

 Aftad--------------------|Coarse-loamy, mixed, superactive, frigid Oxyaquic Glossudalfs

 Amery--------------------|Coarse-loamy, mixed, superactive, frigid Haplic Glossudalfs

 Anigon-------------------|Fine-silty over sandy or sandy-skeletal, mixed, superactive, frigid Haplic Glossudalfs

 Antigo-------------------|Coarse-loamy over sandy or sandy-skeletal, mixed, superactive, frigid Haplic Glossudalfs

 Au Gres------------------|Sandy, mixed, frigid Typic Endoaquods

 Ausable------------------|Sandy, mixed, frigid Histic Humaquepts

 Barronett----------------|Fine-silty, mixed, superactive, frigid Mollic Epiaqualfs

 Beseman------------------|Loamy, mixed, dysic, frigid Terric Haplosaprists

 Billyboy-----------------|Coarse-loamy over sandy or sandy-skeletal, mixed, superactive, frigid Oxyaquic Glossudalfs

 Bowstring----------------|Euic, frigid Fluvaquentic Haplosaprists

 Brill--------------------|Fine-silty over sandy or sandy-skeletal, mixed, superactive, frigid Haplic Glossudalfs

 Capitola-----------------|Coarse-loamy, mixed, superactive, frigid Mollic Epiaqualfs

 Cathro-------------------|Loamy, mixed, euic, frigid Terric Haplosaprists

 Chetek-------------------|Coarse-loamy, mixed, superactive, frigid Inceptic Hapludalfs

 Comstock-----------------|Fine-silty, mixed, superactive, frigid Aquic Glossudalfs

 Cress--------------------|Sandy, mixed, frigid Humic Dystrudepts

 Croswell-----------------|Sandy, mixed, frigid Oxyaquic Haplorthods

 Crystal Lake-------------|Fine-silty, mixed, superactive, frigid Oxyaquic Glossudalfs

 Cublake------------------|Sandy, mixed, frigid Oxyaquic Haplorthods

 Dawson-------------------|Sandy or sandy-skeletal, mixed, dysic, frigid Terric Haplosaprists

 Dody---------------------|Clayey, smectitic, frigid Arenic Albaqualfs

 Fenander-----------------|Coarse-loamy, mixed, superactive, frigid Udollic Epiaqualfs

 Flink--------------------|Sandy, mixed, frigid Typic Epiaquods

 Fordum-------------------|Coarse-loamy, mixed, superactive, nonacid, frigid Mollic Fluvaquents

 Freeon-------------------|Coarse-loamy, mixed, superactive, frigid Oxyaquic Glossudalfs

 Fremstadt----------------|Sandy, mixed, frigid Arenic Hapludalfs

 Friendship---------------|Mixed, frigid Typic Udipsamments

 Frogcreek----------------|Coarse-loamy, mixed, superactive, frigid Oxyaquic Glossudalfs

 Glendenning--------------|Coarse-loamy, mixed, superactive, frigid Aquic Glossudalfs

 Graycalm-----------------|Mixed, frigid Lamellic Udipsamments

 Grayling-----------------|Mixed, frigid Typic Udipsamments

 Greenwood----------------|Dysic, frigid Typic Haplohemists

 Grettum------------------|Mixed, frigid Lamellic Udipsamments

 Haugen-------------------|Coarse-loamy, mixed, superactive, frigid Oxyaquic Glossudalfs

 Karlsborg----------------|Very-fine, smectitic, frigid Oxyaquic Hapludalfs

 Keweenaw-----------------|Sandy, mixed, frigid Alfic Haplorthods

 Lenroot------------------|Mixed, frigid Oxyaquic Udipsamments

 Loxley-------------------|Dysic, frigid Typic Haplosaprists

 Lupton-------------------|Euic, frigid Typic Haplosaprists

 Magnor-------------------|Coarse-loamy, mixed, superactive, frigid Aquic Glossudalfs

 Magroc-------------------|Coarse-loamy, mixed, superactive, frigid Aquic Glossudalfs

 Mahtomedi----------------|Mixed, frigid Typic Udipsamments

 Manitowish---------------|Sandy, mixed, frigid Oxyaquic Haplorthods

 Markey-------------------|Sandy or sandy-skeletal, mixed, euic, frigid Terric Haplosaprists

 Meehan-------------------|Mixed, frigid Aquic Udipsamments

 Meenon-------------------|Clayey, smectitic, frigid Aquic Arenic Hapludalfs

 Menahga------------------|Mixed, frigid Typic Udipsamments

 Metonga------------------|Coarse-loamy, mixed, superactive, frigid Entic Haplorthods

 Minocqua-----------------|Coarse-loamy over sandy or sandy-skeletal, mixed, superactive, nonacid, frigid Typic

 | Endoaquepts

 Newson-------------------|Mixed, frigid Humaqueptic Psammaquents

 Oesterle-----------------|Coarse-loamy, mixed, superactive, frigid Aquic Glossudalfs

 Ossmer-------------------|Coarse-loamy over sandy or sandy-skeletal, mixed, superactive, frigid Aquic Glossudalfs

 Padus--------------------|Coarse-loamy, mixed, superactive, frigid Alfic Haplorthods

 Parkfalls----------------|Coarse-loamy, mixed, superactive, frigid Alfic Epiaquods

 Pence--------------------|Sandy, isotic, frigid Typic Haplorthods

 Perchlake----------------|Mixed, frigid Aquic Udipsamments

 Perida-------------------|Clayey, smectitic, frigid Arenic Hapludalfs

 Plover-------------------|Coarse-loamy, mixed, superactive, frigid Aquic Glossudalfs

 Poskin-------------------|Fine-silty over sandy or sandy-skeletal, mixed, superactive, frigid Aquic Glossudalfs

 Rib----------------------|Fine-silty over sandy or sandy-skeletal, mixed, superactive, frigid Mollic Endoaqualfs

 Rifle--------------------|Euic, frigid Typic Haplohemists

 Rosholt------------------|Coarse-loamy, mixed, superactive, frigid Haplic Glossudalfs

 Sayner-------------------|Sandy, mixed, frigid Entic Haplorthods

 |
10

Table 1.--Classification of the Soils--Continued

__________________________________________________________________________________________________________________________

 |

 Soil name | Family or higher taxonomic class

 | __________________________________________________________________________________________________________________________

 |

 Scoba--------------------|Coarse-loamy, mixed, superactive, frigid Haplic Glossudalfs

 Sconsin------------------|Coarse-loamy over sandy or sandy-skeletal, mixed, superactive, frigid Haplic Glossudalfs

 Scott Lake---------------|Coarse-loamy, mixed, superactive, frigid Oxyaquic Glossudalfs

 Seelyeville--------------|Euic, frigid Typic Haplosaprists

 Sissabagama--------------|Mixed, frigid Oxyaquic Udipsamments

 Slimlake-----------------|Sandy, mixed, frigid Oxyaquic Dystrudepts

 Spoonerhill--------------|Sandy, mixed, frigid Oxyaquic Dystrudepts

 Stanberry----------------|Coarse-loamy, isotic, superactive, frigid Alfic Oxyaquic Haplorthods

 Stinnett-----------------|Coarse-loamy, mixed, superactive, frigid Aquic Glossudalfs

 Tacoosh------------------|Loamy, mixed, euic, frigid Terric Haplohemists

 Tawas--------------------|Sandy or sandy-skeletal, mixed, euic, frigid Terric Haplosaprists

 Tipler-------------------|Coarse-loamy, mixed, superactive, frigid Alfic Oxyaquic Haplorthods

 Totagatic----------------|Sandy, mixed, frigid Mollic Fluvaquents

 Vilas--------------------|Sandy, mixed, frigid Entic Haplorthods

 Winterfield--------------|Mixed, frigid Aquic Udipsamments

 Worcester----------------|Coarse-loamy, mixed, superactive, frigid Argic Endoaquods

 Wozny--------------------|Coarse-loamy, mixed, superactive, frigid Umbric Epiaqualfs

 Wurtsmith----------------|Mixed, frigid Oxyaquic Udipsamments

 | __________________________________________________________________________________________________________________________
11

The map units delineated on the soil maps in this survey represent the soils or

miscellaneous areas in the survey area. These soils or miscellaneous areas are listed

as individual components in the map unit descriptions. The map unit descriptions in

this section, along with the maps, can be used to determine the suitability and

potential of a unit for specific uses. They also can be used to plan the management

needed for those uses. More information about each map unit is provided in the tables

(see Contents).

A map unit delineation on the soil maps represents an area on the landscape. It is

identified by differences in the properties and taxonomic classification of components

and by the percentage of each component in the map unit.

Components that are dissimilar, or contrasting, are identified in the map unit

description. Dissimilar components are those that have properties and behavioral

characteristics divergent enough from those of the major components to affect use or

to require different management. They generally are in small areas and could not be

mapped separately because of the scale used. Some small areas of strongly

contrasting soils or miscellaneous areas are identified by a special symbol on the

maps.

Components that are similar to the major components (noncontrasting) are not

identified in the map unit description. Similar components are those that have

properties and behavioral characteristics similar enough to those of the major

components that they do not affect use or require different management.

The presence of multiple components in a map unit in no way diminishes the

usefulness or accuracy of the data. The objective of mapping is not to delineate pure

taxonomic classes but rather to separate the landscape into segments that have

similar use and management requirements. The delineation of such landscape

segments on the map provides sufficient information for the development of resource

plans, but if intensive use of small areas is planned, onsite investigation is needed to

define and locate the soils and miscellaneous areas.

An identifying symbol is used for each map unit on the soil maps. This symbol

precedes the map unit name in the map unit descriptions. Each description includes

general information about the unit. The map unit descriptions include representative

values in feet and the months in which a wet zone (a zone in which the soil moisture

status is wet) is highest and lowest in the soil profile and ponding is shallowest and

deepest on the soil surface. The descriptions also include the frequency of flooding (if

it occurs) and the months in which flooding is most frequent and least frequent. Tables

26, 27, and 28 provide a complete display of this data for every month of the year. The

available water capacity given in each map unit description is calculated for all

horizons in the upper 60 inches of the soil profile. The organic matter content displayed

in each map unit description is calculated for all horizons in the upper 10 inches of the

soil profile, except those that represent the surface duff layer on forested soils. Table

24 provides a complete display of available water capacity and organic matter content

by horizon.

The principal hazards and limitations to be considered in planning for specific uses

are described in other sections of this survey.

Soil Map Unit Descriptions
12 Soil Survey of

Soils that have profiles that are almost alike make up a soil series. Except for

differences in texture of the surface layer or of the underlying layers, all the soils of a

series have major horizons that are similar in composition, thickness, and

arrangement.

Soils of one series can differ in texture of the surface layer or of the underlying

layers. They also can differ in slope, stoniness, salinity, wetness, degree of erosion,

and other characteristics that affect their use. On the basis of such differences, a soil

series is divided into soil phases. The name of a soil phase commonly indicates a

feature that affects use or management. For example, Stanberry sandy loam, 1 to 6

percent slopes, very stony, is a phase of the Stanberry series.

A map unit is named for the component or components that make up a dominant

percentage of the map unit. Many map units consist of one dominant component.

These map units are consociations. Stinnett silt loam, 0 to 4 percent slopes, very

stony, is an example.

Some map units are made up of two or more dominant components. These map

units are complexes or undifferentiated groups.

A complex consists of two or more components in such an intricate pattern or in

such small areas that they cannot be shown separately on the maps. Attempting to

delineate the individual components of a complex would result in excessive clutter that

could make the map illegible. The pattern and proportion of the components in a

complex are somewhat similar in all areas. Haugen, very stony-Greenwood complex,

0 to 15 percent slopes, is an example.

An undifferentiated group is made up of two or more components that could be

mapped individually but are mapped as one unit because similar interpretations can

be made for use and management. The pattern and proportion of the components in a

mapped area are not uniform. An area can be made up of only one of the dominant

components, or it can be made up of all of them. Seelyeville and Markey soils, 0 to 1

percent slopes, is an undifferentiated group in this survey area.

This survey includes miscellaneous areas. Such areas have little or no soil material

and support little or no vegetation. Map unit 2015, Pits, is an example.

Table 2 gives the acreage and proportionate extent of each map unit. Other tables

give properties of the soils and the limitations, capabilities, and potentials for many

uses. The Glossary defines many of the terms used in describing the soils or

miscellaneous areas.

3A—Totagatic-Bowstring-Ausable complex, 0 to 2 percent

slopes, frequently flooded

Component Description

Totagatic and similar soils

Extent: 30 to 60 percent of the mapped areas

Geomorphic setting: Flood plains

Slope range: 0 to 2 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Poorly drained

Parent material: Mostly sandy alluvium

Lowest frequency of flooding (if it occurs): Rare (January, February, July, August,

December)

Highest frequency of flooding: Frequent (April, May)

Shallowest depth to wet zone: At the surface (April, May, November, December)

Deepest depth to wet zone: 2.5 feet (February, August)

Months in which ponding does not occur: January, February, March, June, July,

August, September, October, November, December
Washburn County, Wisconsin 13

Deepest ponding: 0.5 foot (April, May)

Available water capacity to a depth of 60 inches: 5.4 inches

Content of organic matter in the upper 10 inches: 28.2 percent

Typical profile:

Oa—0 to 4 inches; muck

Bw1—4 to 8 inches; loamy fine sand

Bw2—8 to 17 inches; fine sand

Cg1—17 to 28 inches; fine sand

Cg2—28 to 46 inches; sand

C—46 to 70 inches; sand

C ́g—70 to 80 inches; sand

Bowstring and similar soils

Extent: 15 to 60 percent of the mapped areas

Geomorphic setting: Flood plains

Slope range: 0 to 1 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Parent material: Highly decomposed organic material that is stratified with thin layers

of sandy or loamy material

Lowest frequency of flooding (if it occurs): Rare (January, February, July, August,

December)

Highest frequency of flooding: Frequent (April, May)

Shallowest depth to wet zone: At the surface (April, May, November, December)

Deepest depth to wet zone: 2.5 feet (February, August)

Months in which ponding does not occur: January, February, March, June, July,

August, September, October, December

Deepest ponding: 0.5 foot (April, May, November)

Available water capacity to a depth of 60 inches: 21.0 inches

Content of organic matter in the upper 10 inches: 80.0 percent

Typical profile:

Oa—0 to 38 inches; muck

Cg—38 to 47 inches; fine sand

O ́a—47 to 80 inches; muck

Ausable and similar soils

Extent: 15 to 40 percent of the mapped areas

Geomorphic setting: Flood plains

Slope range: 0 to 2 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Parent material: Sandy alluvium with thin layers of organic material

Lowest frequency of flooding (if it occurs): Rare (January, February, July, August,

December)

Highest frequency of flooding: Frequent (April, May)

Shallowest depth to wet zone: At the surface (April, May, November)

Deepest depth to wet zone: 2.5 feet (February, August)

Months in which ponding does not occur: January, February, March, June, July,

August, September, October, December

Deepest ponding: 0.5 foot (April, May, November)

Available water capacity to a depth of 60 inches: 6.9 inches

Content of organic matter in the upper 10 inches: 70.0 percent

Typical profile:

Oa—0 to 10 inches; muck

Cg—10 to 60 inches; sand
14 Soil Survey of

Minor Dissimilar Components

Winterfield soils

Extent: 0 to 10 percent of the mapped areas

Moquah soils

Extent: 0 to 5 percent of the mapped areas

Water

Extent: 0 to 5 percent of the mapped areas

22A—Comstock silt loam, 0 to 3 percent slopes

Component Description

Comstock and similar soils

Extent: 80 to 100 percent of the mapped areas

Geomorphic setting: Lake plains; stream terraces

Position on the landform: Footslopes and summits

Slope range: 0 to 3 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat poorly drained

Parent material: Silty lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: 5.0 feet (September)

Ponding: None

Available water capacity to a depth of 60 inches: 11.4 inches

Content of organic matter in the upper 10 inches: 2.5 percent

Typical profile:

Ap—0 to 8 inches; silt loam

E—8 to 15 inches; silt loam

B/E—15 to 21 inches; silt loam

Bt—21 to 34 inches; silt loam

BC—34 to 44 inches; stratified silt loam to very fine sand

C—44 to 60 inches; stratified silt loam to very fine sand

Minor Dissimilar Components

Barronett soils

Extent: 0 to 10 percent of the mapped areas

Crystal Lake soils

Extent: 0 to 10 percent of the mapped areas

24A—Poskin silt loam, 0 to 3 percent slopes

Component Description

Poskin and similar soils

Extent: 70 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Footslopes

Slope range: 0 to 3 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat poorly drained
Washburn County, Wisconsin 15

Parent material: Loess or silty alluvium underlain by stratified sandy and gravelly

outwash

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: 4.0 feet (February, August)

Ponding: None

Available water capacity to a depth of 60 inches: 8.7 inches

Content of organic matter in the upper 10 inches: 2.8 percent

Typical profile:

Ap—0 to 9 inches; silt loam

E—9 to 12 inches; silt loam

E/B—12 to 19 inches; silt loam

Bt1—19 to 36 inches; silt loam

2Bt2—36 to 39 inches; sandy loam

3C—39 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Brander soils

Extent: 0 to 10 percent of the mapped areas

Brill soils

Extent: 0 to 10 percent of the mapped areas

Rib soils

Extent: 0 to 10 percent of the mapped areas

27A—Scott Lake sandy loam, 0 to 3 percent slopes

Component Description

Scott Lake and similar soils

Extent: 90 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Footslopes

Slope range: 0 to 3 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Loamy alluvium underlain by stratified sandy and gravelly outwash

Flooding: None

Shallowest depth to wet zone: 2.5 feet (April)

Deepest depth to wet zone: 5.5 feet (February, August)

Ponding: None

Available water capacity to a depth of 60 inches: 4.6 inches

Content of organic matter in the upper 10 inches: 2.5 percent

Typical profile:

Ap—0 to 10 inches; sandy loam

E/B—10 to 17 inches; sandy loam

B/E—17 to 24 inches; sandy loam

2Bt—24 to 31 inches; gravelly loamy sand

2C—31 to 80 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Oesterle soils

Extent: 0 to 5 percent of the mapped areas
16 Soil Survey of

Rosholt soils

Extent: 0 to 5 percent of the mapped areas

28B—Haugen-Rosholt complex, 2 to 6 percent slopes,

very stony

Component Description

Haugen, very stony, and similar soils

Extent: 20 to 75 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Summits

Slope range: 2 to 6 percent

Depth to restrictive layer(s): 60 to 80 inches to dense material

Drainage class: Moderately well drained

Parent material: Sandy loam till or mudflow sediments

Flooding: None

Shallowest depth to wet zone: 2.0 feet (March, April)

Deepest depth to wet zone: More than 6.7 feet (January, February, July, August,

September, October)

Ponding: None

Available water capacity to a depth of 60 inches: 6.5 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

A—0 to 4 inches; sandy loam

Bw1—4 to 15 inches; sandy loam

Bw2—15 to 23 inches; gravelly sandy loam

E/B—23 to 35 inches; gravelly sandy loam

B/E—35 to 49 inches; sandy loam

Bt—49 to 79 inches; gravelly sandy loam

Cd—79 to 80 inches; gravelly sandy loam

Haugen and similar soils

Extent: 15 to 75 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Summits

Slope range: 2 to 6 percent

Depth to restrictive layer(s): 60 to 80 inches to dense material

Drainage class: Moderately well drained

Parent material: Sandy loam till or mudflow sediments

Flooding: None

Shallowest depth to wet zone: 2.0 feet (March, April)

Deepest depth to wet zone: More than 6.7 feet (January, February, July, August,

September, October)

Ponding: None

Available water capacity to a depth of 60 inches: 6.5 inches

Content of organic matter in the upper 10 inches: 1.6 percent

Typical profile:

Ap—0 to 7 inches; sandy loam

Bw1—7 to 15 inches; sandy loam

Bw2—15 to 23 inches; gravelly sandy loam

E/B—23 to 35 inches; gravelly sandy loam

B/E—35 to 49 inches; sandy loam

Bt—49 to 79 inches; gravelly sandy loam

Cd—79 to 80 inches; gravelly sandy loam
Washburn County, Wisconsin 17

Rosholt, very stony, and similar soils

Extent: 10 to 75 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Summits

Slope range: 2 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Loamy alluvium underlain by stratified sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.6 inches

Content of organic matter in the upper 10 inches: 1.1 percent

Typical profile:

A—0 to 4 inches; sandy loam

E—4 to 10 inches; sandy loam

B/E—10 to 14 inches; sandy loam

Bt—14 to 28 inches; sandy loam

2Bt—28 to 34 inches; gravelly loamy sand

2C—34 to 60 inches; stratified sand to very gravelly coarse sand

Rosholt and similar soils

Extent: 10 to 75 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Summits

Slope range: 2 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Loamy alluvium underlain by stratified sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.7 inches

Content of organic matter in the upper 10 inches: 1.7 percent

Typical profile:

Ap—0 to 8 inches; sandy loam

E—8 to 10 inches; sandy loam

B/E—10 to 14 inches; sandy loam

Bt—14 to 28 inches; sandy loam

2Bt—28 to 34 inches; gravelly loamy sand

2C—34 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Amery soils

Extent: 0 to 10 percent of the mapped areas

Scott Lake soils

Extent: 0 to 10 percent of the mapped areas

Aftad soils

Extent: 0 to 5 percent of the mapped areas

Glendenning soils

Extent: 0 to 5 percent of the mapped areas

Capitola soils

Extent: 0 to 5 percent of the mapped areas
18 Soil Survey of

Oesterle soils

Extent: 0 to 5 percent of the mapped areas

28C—Haugen-Rosholt complex, 6 to 12 percent slopes,

very stony

Component Description

Haugen, very stony, and similar soils

Extent: 25 to 75 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Depth to restrictive layer(s): 60 to 80 inches to dense material

Drainage class: Moderately well drained

Parent material: Sandy loam till or mudflow sediments

Flooding: None

Shallowest depth to wet zone: 2.0 feet (March, April)

Deepest depth to wet zone: More than 6.7 feet (January, February, July, August,

September, October)

Ponding: None

Available water capacity to a depth of 60 inches: 6.5 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

A—0 to 4 inches; sandy loam

Bw1—4 to 15 inches; sandy loam

Bw2—15 to 23 inches; gravelly sandy loam

E/B—23 to 35 inches; gravelly sandy loam

B/E—35 to 49 inches; sandy loam

Bt—49 to 79 inches; gravelly sandy loam

Cd—79 to 80 inches; gravelly sandy loam

Haugen and similar soils

Extent: 10 to 75 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Backslopes and shoulders

Slope range: 6 to 12 percent

Depth to restrictive layer(s): 60 to 80 inches to dense material

Drainage class: Moderately well drained

Parent material: Sandy loam till or mudflow sediments

Flooding: None

Shallowest depth to wet zone: 2.0 feet (March, April)

Deepest depth to wet zone: More than 6.7 feet (January, February, July, August,

September, October)

Ponding: None

Available water capacity to a depth of 60 inches: 6.5 inches

Content of organic matter in the upper 10 inches: 1.6 percent

Typical profile:

Ap—0 to 7 inches; sandy loam

Bw1—7 to 15 inches; sandy loam

Bw2—15 to 23 inches; gravelly sandy loam

E/B—23 to 35 inches; gravelly sandy loam

B/E—35 to 49 inches; sandy loam

Bt—49 to 79 inches; gravelly sandy loam

Cd—79 to 80 inches; gravelly sandy loam
Washburn County, Wisconsin 19

Rosholt, very stony, and similar soils

Extent: 10 to 40 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Backslopes and shoulders

Slope range: 6 to 12 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Loamy alluvium underlain by stratified sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.6 inches

Content of organic matter in the upper 10 inches: 1.1 percent

Typical profile:

A—0 to 4 inches; sandy loam

E—4 to 10 inches; sandy loam

B/E—10 to 14 inches; sandy loam

Bt—14 to 28 inches; sandy loam

2Bt—28 to 34 inches; gravelly loamy sand

2C—34 to 60 inches; stratified sand to very gravelly coarse sand

Rosholt and similar soils

Extent: 10 to 40 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Backslopes and shoulders

Slope range: 6 to 12 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Loamy alluvium underlain by stratified sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.7 inches

Content of organic matter in the upper 10 inches: 1.7 percent

Typical profile:

Ap—0 to 8 inches; sandy loam

E—8 to 10 inches; sandy loam

B/E—10 to 14 inches; sandy loam

Bt—14 to 28 inches; sandy loam

2Bt—28 to 34 inches; gravelly loamy sand

2C—34 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Amery soils

Extent: 0 to 10 percent of the mapped areas

Freeon soils

Extent: 0 to 10 percent of the mapped areas

Aftad soils

Extent: 0 to 5 percent of the mapped areas

Capitola soils

Extent: 0 to 5 percent of the mapped areas

Mahtomedi soils

Extent: 0 to 5 percent of the mapped areas
20 Soil Survey of

Scott Lake soils

Extent: 0 to 5 percent of the mapped areas

33B—Chetek sandy loam, 1 to 6 percent slopes

Component Description

Chetek and similar soils

Extent: 75 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Backslopes and summits

Slope range: 1 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained

Parent material: Mostly loamy alluvium underlain by stratified sandy and gravelly

outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.5 inches

Content of organic matter in the upper 10 inches: 2.0 percent

Typical profile:

Ap—0 to 10 inches; sandy loam

Bt—10 to 16 inches; sandy loam

2Bt—16 to 20 inches; gravelly loamy sand

2C—20 to 60 inches; stratified very gravelly coarse sand to sand

Minor Dissimilar Components

Rosholt soils

Extent: 0 to 10 percent of the mapped areas

Cress soils

Extent: 0 to 5 percent of the mapped areas

Mahtomedi soils

Extent: 0 to 5 percent of the mapped areas

Scott Lake soils

Extent: 0 to 5 percent of the mapped areas

33C—Chetek sandy loam, 6 to 12 percent slopes

Component Description

Chetek and similar soils

Extent: 80 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained

Parent material: Mostly loamy alluvium underlain by stratified sandy and gravelly

outwash

Flooding: None
Washburn County, Wisconsin 21

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.5 inches

Content of organic matter in the upper 10 inches: 2.0 percent

Typical profile:

Ap—0 to 10 inches; sandy loam

Bt—10 to 16 inches; sandy loam

2Bt—16 to 20 inches; gravelly loamy sand

2C—20 to 60 inches; stratified very gravelly coarse sand to sand

Minor Dissimilar Components

Rosholt soils

Extent: 0 to 10 percent of the mapped areas

Cress soils

Extent: 0 to 5 percent of the mapped areas

Mahtomedi soils

Extent: 0 to 5 percent of the mapped areas

38A—Rosholt sandy loam, 0 to 2 percent slopes

Component Description

Rosholt and similar soils

Extent: 80 to 100 percent of the mapped areas

Geomorphic setting: Stream terraces; outwash plains

Position on the landform: Summits

Slope range: 0 to 2 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Loamy alluvium underlain by stratified sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.7 inches

Content of organic matter in the upper 10 inches: 1.7 percent

Typical profile:

Ap—0 to 8 inches; sandy loam

E—8 to 10 inches; sandy loam

B/E—10 to 14 inches; sandy loam

Bt—14 to 28 inches; sandy loam

2Bt—28 to 34 inches; gravelly loamy sand

2C—34 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Scott Lake soils

Extent: 0 to 10 percent of the mapped areas

Chetek soils

Extent: 0 to 5 percent of the mapped areas

Aftad soils

Extent: 0 to 5 percent of the mapped areas
22 Soil Survey of

38B—Rosholt sandy loam, 2 to 6 percent slopes

Component Description

Rosholt and similar soils

Extent: 85 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Summits and backslopes

Slope range: 2 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Loamy alluvium underlain by stratified sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.7 inches

Content of organic matter in the upper 10 inches: 1.7 percent

Typical profile:

Ap—0 to 8 inches; sandy loam

E—8 to 10 inches; sandy loam

B/E—10 to 14 inches; sandy loam

Bt—14 to 28 inches; sandy loam

2Bt—28 to 34 inches; gravelly loamy sand

2C—34 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Cress soils

Extent: 0 to 10 percent of the mapped areas

Chetek soils

Extent: 0 to 10 percent of the mapped areas

Antigo soils

Extent: 0 to 5 percent of the mapped areas

Scott Lake soils

Extent: 0 to 5 percent of the mapped areas

38C—Rosholt sandy loam, 6 to 12 percent slopes

Component Description

Rosholt and similar soils

Extent: 75 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Loamy alluvium underlain by stratified sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.7 inches
Washburn County, Wisconsin 23

Content of organic matter in the upper 10 inches: 1.7 percent

Typical profile:

Ap—0 to 8 inches; sandy loam

E—8 to 10 inches; sandy loam

B/E—10 to 14 inches; sandy loam

Bt—14 to 28 inches; sandy loam

2Bt—28 to 34 inches; gravelly loamy sand

2C—34 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Cress soils

Extent: 0 to 10 percent of the mapped areas

Chetek soils

Extent: 0 to 10 percent of the mapped areas

Antigo soils

Extent: 0 to 5 percent of the mapped areas

38D—Rosholt sandy loam, 12 to 20 percent slopes

Component Description

Rosholt and similar soils

Extent: 80 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Backslopes and shoulders

Slope range: 12 to 20 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Loamy alluvium underlain by stratified sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.7 inches

Content of organic matter in the upper 10 inches: 1.7 percent

Typical profile:

Ap—0 to 8 inches; sandy loam

E—8 to 10 inches; sandy loam

B/E—10 to 14 inches; sandy loam

Bt—14 to 28 inches; sandy loam

2Bt—28 to 34 inches; gravelly loamy sand

2C—34 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Cress soils

Extent: 0 to 10 percent of the mapped areas

Chetek soils

Extent: 0 to 10 percent of the mapped areas

Antigo soils

Extent: 0 to 5 percent of the mapped areas
24 Soil Survey of

42D—Amery sandy loam, 12 to 25 percent slopes, very

stony

Component Description

Amery and similar soils

Extent: 70 to 100 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Shoulders and backslopes

Slope range: 12 to 25 percent

Depth to restrictive layer(s): 60 to 80 inches to dense material

Drainage class: Well drained

Parent material: Sandy loam till or mudflow sediments

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 7.2 inches

Content of organic matter in the upper 10 inches: 0.8 percent

Typical profile:

A—0 to 3 inches; sandy loam

Bw—3 to 22 inches; sandy loam

E/B—22 to 34 inches; sandy loam

B/E—34 to 41 inches; gravelly sandy loam

Bt1—41 to 57 inches; gravelly sandy loam

Bt2—57 to 71 inches; sandy loam

Cd—71 to 80 inches; sandy loam

Minor Dissimilar Components

Cress soils

Extent: 0 to 10 percent of the mapped areas

Haugen soils

Extent: 0 to 10 percent of the mapped areas

Capitola soils

Extent: 0 to 5 percent of the mapped areas

Aftad soils

Extent: 0 to 5 percent of the mapped areas

43B—Antigo silt loam, 1 to 6 percent slopes

Component Description

Antigo and similar soils

Extent: 70 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Summits, backslopes, and shoulders

Slope range: 1 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Loess or silty alluvium underlain by sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 7.3 inches
Washburn County, Wisconsin 25

Content of organic matter in the upper 10 inches: 1.9 percent

Typical profile:

Ap—0 to 9 inches; silt loam

E—9 to 12 inches; silt loam

B/E—12 to 19 inches; silt loam

Bt1—19 to 28 inches; silt loam

2Bt2—28 to 31 inches; loam

2Bt3—31 to 33 inches; very gravelly sandy loam

3C—33 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Brill soils

Extent: 0 to 10 percent of the mapped areas

Sconsin soils

Extent: 0 to 10 percent of the mapped areas

Billyboy soils

Extent: 0 to 5 percent of the mapped areas

Rosholt soils

Extent: 0 to 5 percent of the mapped areas

43C—Antigo silt loam, 6 to 15 percent slopes

Component Description

Antigo and similar soils

Extent: 80 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Backslopes and shoulders

Slope range: 6 to 15 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Loess or silty alluvium underlain by sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 7.3 inches

Content of organic matter in the upper 10 inches: 1.9 percent

Typical profile:

Ap—0 to 9 inches; silt loam

E—9 to 12 inches; silt loam

B/E—12 to 19 inches; silt loam

Bt1—19 to 28 inches; silt loam

2Bt2—28 to 31 inches; loam

2Bt3—31 to 33 inches; very gravelly sandy loam

3C—33 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Padus soils

Extent: 0 to 10 percent of the mapped areas

Rosholt soils

Extent: 0 to 10 percent of the mapped areas
26 Soil Survey of

43D—Antigo silt loam, 15 to 30 percent slopes

Component Description

Antigo and similar soils

Extent: 80 to 100 percent of the mapped areas

Geomorphic setting: Stream terraces; outwash plains

Position on the landform: Backslopes and shoulders

Slope range: 15 to 30 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Loess or silty alluvium underlain by sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 7.3 inches

Content of organic matter in the upper 10 inches: 1.9 percent

Typical profile:

Ap—0 to 9 inches; silt loam

E—9 to 12 inches; silt loam

B/E—12 to 19 inches; silt loam

Bt1—19 to 28 inches; silt loam

2Bt2—28 to 31 inches; loam

2Bt3—31 to 33 inches; very gravelly sandy loam

3C—33 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Padus soils

Extent: 0 to 10 percent of the mapped areas

Rosholt soils

Extent: 0 to 10 percent of the mapped areas

48A—Brill silt loam, 0 to 3 percent slopes

Component Description

Brill and similar soils

Extent: 80 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Summits

Slope range: 0 to 3 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Loess or silty alluvium underlain by stratified sandy and gravelly

outwash

Flooding: None

Shallowest depth to wet zone: 1.5 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, March, June, July,

August, September, October, November, December)

Ponding: None

Available water capacity to a depth of 60 inches: 8.0 inches

Content of organic matter in the upper 10 inches: 2.3 percent

Typical profile:

Ap—0 to 7 inches; silt loam
Washburn County, Wisconsin 27

E—7 to 11 inches; silt loam

E/B—11 to 19 inches; silt loam

Bt—19 to 34 inches; silt loam

2Bt—34 to 38 inches; loam

3C—38 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Anigon soils

Extent: 0 to 10 percent of the mapped areas

Poskin soils

Extent: 0 to 5 percent of the mapped areas

Rosholt soils

Extent: 0 to 5 percent of the mapped areas

63A—Crystal Lake silt loam, 0 to 2 percent slopes

Component Description

Crystal Lake and similar soils

Extent: 85 to 100 percent of the mapped areas

Geomorphic setting: Kames; lake plains; stream terraces

Position on the landform: Summits

Slope range: 0 to 2 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Mostly silty lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 2.0 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, March, August,

September, October, December)

Ponding: None

Available water capacity to a depth of 60 inches: 12.4 inches

Content of organic matter in the upper 10 inches: 2.5 percent

Typical profile:

Ap—0 to 8 inches; silt loam

E—8 to 12 inches; silt loam

B/E—12 to 20 inches; silt loam

Bt—20 to 32 inches; silt loam

C—32 to 60 inches; stratified silt loam to very fine sand

Minor Dissimilar Components

Comstock soils

Extent: 0 to 15 percent of the mapped areas

63B—Crystal Lake silt loam, 2 to 6 percent slopes

Component Description

Crystal Lake and similar soils

Extent: 85 to 100 percent of the mapped areas

Geomorphic setting: Lake plains; stream terraces

Position on the landform: Summits, backslopes, and shoulders

Slope range: 2 to 6 percent
28 Soil Survey of

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Mostly silty lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 2.0 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, March, August,

September, October, December)

Ponding: None

Available water capacity to a depth of 60 inches: 12.4 inches

Content of organic matter in the upper 10 inches: 2.5 percent

Typical profile:

Ap—0 to 8 inches; silt loam

E—8 to 12 inches; silt loam

B/E—12 to 20 inches; silt loam

Bt—20 to 32 inches; silt loam

C—32 to 60 inches; stratified silt loam to very fine sand

Minor Dissimilar Components

Aftad soils

Extent: 0 to 10 percent of the mapped areas

Comstock soils

Extent: 0 to 10 percent of the mapped areas

63C—Crystal Lake silt loam, 6 to 12 percent slopes

Component Description

Crystal Lake and similar soils

Extent: 90 to 100 percent of the mapped areas

Geomorphic setting: Lake plains; stream terraces

Position on the landform: Backslopes and shoulders

Slope range: 6 to 12 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Mostly silty lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 2.0 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, March, July,

August, September, October, November, December)

Ponding: None

Available water capacity to a depth of 60 inches: 12.4 inches

Content of organic matter in the upper 10 inches: 2.5 percent

Typical profile:

Ap—0 to 8 inches; silt loam

E—8 to 12 inches; silt loam

B/E—12 to 20 inches; silt loam

Bt—20 to 32 inches; silt loam

C—32 to 60 inches; stratified silt loam to very fine sand

Minor Dissimilar Components

Aftad soils

Extent: 0 to 10 percent of the mapped areas
Washburn County, Wisconsin 29

63E—Crystal Lake silt loam, 20 to 35 percent slopes

Component Description

Crystal Lake and similar soils

Extent: 90 to 100 percent of the mapped areas

Geomorphic setting: Lake plains; stream terraces

Position on the landform: Backslopes and shoulders

Slope range: 20 to 35 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Mostly silty lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 2.5 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, March, June, July,

August, September, October, November, December)

Ponding: None

Available water capacity to a depth of 60 inches: 12.4 inches

Content of organic matter in the upper 10 inches: 2.5 percent

Typical profile:

Ap—0 to 8 inches; silt loam

E—8 to 12 inches; silt loam

B/E—12 to 20 inches; silt loam

Bt—20 to 32 inches; silt loam

C—32 to 60 inches; stratified silt loam to very fine sand

Minor Dissimilar Components

Antigo soils

Extent: 0 to 10 percent of the mapped areas

64A—Totagatic-Winterfield complex, 0 to 2 percent

slopes, frequently flooded

Component Description

Totagatic and similar soils

Extent: 45 to 65 percent of the mapped areas

Geomorphic setting: Flood plains

Slope range: 0 to 1 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Poorly drained

Parent material: Mostly sandy alluvium

Lowest frequency of flooding (if it occurs): Rare (January, February, July, August,

December)

Highest frequency of flooding: Frequent (April, May)

Shallowest depth to wet zone: At the surface (April, May, November, December)

Deepest depth to wet zone: 2.5 feet (February, August)

Months in which ponding does not occur: January, February, March, June, July,

August, September, October, November, December

Deepest ponding: 0.5 foot (April, May)

Available water capacity to a depth of 60 inches: 5.4 inches

Content of organic matter in the upper 10 inches: 28.2 percent

Typical profile:

Oa—0 to 4 inches; muck
30 Soil Survey of

Bw1—4 to 8 inches; loamy fine sand

Bw2—8 to 17 inches; fine sand

Cg1—17 to 28 inches; fine sand

Cg2—28 to 46 inches; sand

C—46 to 70 inches; sand

C ́g—70 to 80 inches; sand

Winterfield and similar soils

Extent: 25 to 55 percent of the mapped areas

Geomorphic setting: Flood plains

Slope range: 1 to 2 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat poorly drained

Parent material: Sandy alluvium

Lowest frequency of flooding (if it occurs): Rare (January, February, December)

Highest frequency of flooding: Frequent (April)

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: 3.0 feet (September, October)

Ponding: None

Available water capacity to a depth of 60 inches: 4.4 inches

Content of organic matter in the upper 10 inches: 2.2 percent

Typical profile:

A—0 to 7 inches; loamy sand

C—7 to 60 inches; sand

Minor Dissimilar Components

Ausable soils

Extent: 0 to 10 percent of the mapped areas

Bowstring soils

Extent: 0 to 10 percent of the mapped areas

69B—Keweenaw-Sayner-Vilas complex, 2 to 6 percent

slopes, stony

Component Description

Keweenaw and similar soils

Extent: 20 to 80 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Summits

Slope range: 2 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Sandy till

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.8 inches

Content of organic matter in the upper 10 inches: 0.6 percent

Typical profile:

A—0 to 2 inches; loamy sand

E—2 to 4 inches; loamy sand
Washburn County, Wisconsin 31

Bs1,Bs2—4 to 16 inches; loamy sand

Bs3—16 to 20 inches; loamy sand

E ́—20 to 27 inches; loamy sand

E/B—27 to 43 inches; sand

B/E—43 to 75 inches; loamy sand

C—75 to 80 inches; loamy sand

Sayner and similar soils

Extent: 20 to 40 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Summits

Slope range: 2 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.1 inches

Content of organic matter in the upper 10 inches: 1.4 percent

Typical profile:

A—0 to 2 inches; loamy sand

E—2 to 4 inches; loamy sand

Bs1—4 to 7 inches; loamy sand

Bs2—7 to 14 inches; sand

BC—14 to 22 inches; gravelly sand

C—22 to 60 inches; stratified sand to very gravelly coarse sand

Vilas and similar soils

Extent: 10 to 30 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Summits

Slope range: 2 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 1.5 percent

Typical profile:

A—0 to 2 inches; loamy sand

E—2 to 4 inches; loamy sand

Bs1—4 to 11 inches; loamy sand

Bs2—11 to 23 inches; sand

B—23 to 32 inches; sand

C—32 to 80 inches; sand

Minor Dissimilar Components

Pence soils

Extent: 0 to 10 percent of the mapped areas
32 Soil Survey of

69C—Keweenaw-Sayner-Vilas complex, 6 to 15 percent

slopes, stony

Component Description

Keweenaw and similar soils

Extent: 20 to 80 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Shoulders and backslopes

Slope range: 6 to 15 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Sandy till

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.8 inches

Content of organic matter in the upper 10 inches: 0.6 percent

Typical profile:

A—0 to 2 inches; loamy sand

E—2 to 4 inches; loamy sand

Bs1,Bs2—4 to 16 inches; loamy sand

Bs3—16 to 20 inches; loamy sand

E ́—20 to 27 inches; loamy sand

E/B—27 to 43 inches; sand

B/E—43 to 75 inches; loamy sand

C—75 to 80 inches; loamy sand

Sayner and similar soils

Extent: 20 to 40 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Backslopes and shoulders

Slope range: 6 to 15 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.1 inches

Content of organic matter in the upper 10 inches: 1.4 percent

Typical profile:

A—0 to 2 inches; loamy sand

E—2 to 4 inches; loamy sand

Bs1—4 to 7 inches; loamy sand

Bs2—7 to 14 inches; sand

BC—14 to 22 inches; gravelly sand

C—22 to 60 inches; stratified sand to very gravelly coarse sand

Vilas and similar soils

Extent: 10 to 30 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Backslopes and shoulders

Slope range: 6 to 15 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained
Washburn County, Wisconsin 33

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 1.5 percent

Typical profile:

A—0 to 2 inches; loamy sand

E—2 to 4 inches; loamy sand

Bs1—4 to 11 inches; loamy sand

Bs2—11 to 23 inches; sand

B—23 to 32 inches; sand

C—32 to 80 inches; sand

Minor Dissimilar Components

Pence soils

Extent: 0 to 15 percent of the mapped areas

69E—Keweenaw-Sayner-Vilas complex, 15 to 45 percent

slopes, stony

Component Description

Keweenaw and similar soils

Extent: 20 to 80 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Backslopes and shoulders

Slope range: 15 to 45 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Sandy till

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.8 inches

Content of organic matter in the upper 10 inches: 0.6 percent

Typical profile:

A—0 to 2 inches; loamy sand

E—2 to 4 inches; loamy sand

Bs1,Bs2—4 to 16 inches; loamy sand

Bs3—16 to 20 inches; loamy sand

E ́—20 to 27 inches; loamy sand

E/B—27 to 43 inches; sand

B/E—43 to 75 inches; loamy sand

C—75 to 80 inches; loamy sand

Sayner and similar soils

Extent: 20 to 40 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Backslopes and shoulders

Slope range: 15 to 45 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Sandy and gravelly outwash
34 Soil Survey of

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.1 inches

Content of organic matter in the upper 10 inches: 1.4 percent

Typical profile:

A—0 to 2 inches; loamy sand

E—2 to 4 inches; loamy sand

Bs1—4 to 7 inches; loamy sand

Bs2—7 to 14 inches; sand

BC—14 to 22 inches; gravelly sand

C—22 to 60 inches; stratified sand to very gravelly coarse sand

Vilas and similar soils

Extent: 10 to 30 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Backslopes and shoulders

Slope range: 15 to 45 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 1.5 percent

Typical profile:

A—0 to 2 inches; loamy sand

E—2 to 4 inches; loamy sand

Bs1—4 to 11 inches; loamy sand

Bs2—11 to 23 inches; sand

B—23 to 32 inches; sand

C—32 to 80 inches; sand

Minor Dissimilar Components

Pence soils

Extent: 0 to 15 percent of the mapped areas

74B—Vilas loamy sand, 0 to 6 percent slopes

Component Description

Vilas and similar soils

Extent: 80 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; outwash terraces

Position on the landform: Summits

Slope range: 0 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 1.5 percent
Washburn County, Wisconsin 35

Typical profile:

A—0 to 2 inches; loamy sand

E—2 to 4 inches; loamy sand

Bs1—4 to 11 inches; loamy sand

Bs2—11 to 23 inches; sand

BC—23 to 32 inches; sand

C—32 to 80 inches; sand

Minor Dissimilar Components

Croswell soils

Extent: 0 to 10 percent of the mapped areas

Karlin soils

Extent: 0 to 10 percent of the mapped areas

74C—Vilas loamy sand, 6 to 15 percent slopes

Component Description

Vilas and similar soils

Extent: 90 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; outwash terraces

Position on the landform: Shoulders and backslopes

Slope range: 6 to 15 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 1.5 percent

Typical profile:

A—0 to 2 inches; loamy sand

E—2 to 4 inches; loamy sand

Bs1—4 to 11 inches; loamy sand

Bs2—11 to 23 inches; sand

BC—23 to 32 inches; sand

C—32 to 80 inches; sand

Minor Dissimilar Components

Karlin soils

Extent: 0 to 10 percent of the mapped areas

74D—Vilas loamy sand, 15 to 30 percent slopes

Component Description

Vilas and similar soils

Extent: 90 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; outwash terraces

Position on the landform: Shoulders and backslopes

Slope range: 15 to 30 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained
36 Soil Survey of

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 1.5 percent

Typical profile:

A—0 to 2 inches; loamy sand

E—2 to 4 inches; loamy sand

Bs1—4 to 11 inches; loamy sand

Bs2—11 to 23 inches; sand

BC—23 to 32 inches; sand

C—32 to 80 inches; sand

Minor Dissimilar Components

Karlin soils

Extent: 0 to 10 percent of the mapped areas

100B—Menahga sand, 0 to 6 percent slopes

Component Description

Menahga and similar soils

Extent: 80 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains

Position on the landform: Summits

Slope range: 0 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.1 inches

Content of organic matter in the upper 10 inches: 0.5 percent

Typical profile:

A—0 to 2 inches; sand

Bw—2 to 25 inches; sand

C—25 to 80 inches; sand

Minor Dissimilar Components

Friendship soils

Extent: 0 to 15 percent of the mapped areas

Graycalm soils

Extent: 0 to 5 percent of the mapped areas

100C—Menahga sand, 6 to 12 percent slopes

Component Description

Menahga and similar soils

Extent: 85 to 100 percent of the mapped areas
Washburn County, Wisconsin 37

Geomorphic setting: Outwash plains

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.8 inches

Content of organic matter in the upper 10 inches: 0.3 percent

Typical profile:

Oi—0 to 1 inch; slightly decomposed plant material

A—1 to 2 inches; sand

Bw—2 to 25 inches; sand

C—25 to 80 inches; sand

Minor Dissimilar Components

Graycalm soils

Extent: 0 to 15 percent of the mapped areas

Friendship soils

Extent: 0 to 3 percent of the mapped areas

100D—Menahga sand, 12 to 30 percent slopes

Component Description

Menahga and similar soils

Extent: 80 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains

Position on the landform: Backslopes and shoulders

Slope range: 12 to 30 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.8 inches

Content of organic matter in the upper 10 inches: 0.3 percent

Typical profile:

Oi—0 to 1 inch; slightly decomposed plant material

A—1 to 2 inches; sand

Bw—2 to 25 inches; sand

C—25 to 80 inches; sand

Minor Dissimilar Components

Graycalm soils

Extent: 0 to 10 percent of the mapped areas

Grettum soils

Extent: 0 to 10 percent of the mapped areas
38 Soil Survey of

127D—Amery-Rosholt complex, 12 to 20 percent slopes,

very stony

Component Description

Amery and similar soils

Extent: 40 to 80 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Backslopes and shoulders

Slope range: 12 to 20 percent

Depth to restrictive layer(s): 60 to 80 inches to dense material

Drainage class: Well drained

Parent material: Sandy loam till or mudflow sediments

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 7.2 inches

Content of organic matter in the upper 10 inches: 0.8 percent

Typical profile:

A—0 to 3 inches; sandy loam

Bw—3 to 22 inches; sandy loam

E/B—22 to 34 inches; sandy loam

B/E—34 to 41 inches; gravelly sandy loam

Bt1—41 to 57 inches; gravelly sandy loam

Bt2—57 to 71 inches; sandy loam

Cd—71 to 80 inches; sandy loam

Rosholt and similar soils

Extent: 15 to 60 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Backslopes and shoulders

Slope range: 12 to 20 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Loamy alluvium underlain by stratified sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.6 inches

Content of organic matter in the upper 10 inches: 1.1 percent

Typical profile:

A—0 to 4 inches; sandy loam

E—4 to 10 inches; sandy loam

B/E—10 to 14 inches; sandy loam

Bt—14 to 28 inches; sandy loam

2Bt—28 to 34 inches; gravelly loamy sand

2C—34 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Cress soils

Extent: 0 to 10 percent of the mapped areas

Mahtomedi soils

Extent: 0 to 10 percent of the mapped areas
Washburn County, Wisconsin 39

Haugen soils

Extent: 0 to 5 percent of the mapped areas

Capitola soils

Extent: 0 to 5 percent of the mapped areas

127E—Amery-Rosholt complex, 20 to 45 percent slopes,

very stony

Component Description

Amery and similar soils

Extent: 40 to 80 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Backslopes and shoulders

Slope range: 20 to 45 percent

Depth to restrictive layer(s): 60 to 80 inches to dense material

Drainage class: Well drained

Parent material: Sandy loam till or mudflow sediments

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 7.2 inches

Content of organic matter in the upper 10 inches: 0.8 percent

Typical profile:

A—0 to 3 inches; sandy loam

Bw—3 to 22 inches; sandy loam

E/B—22 to 34 inches; sandy loam

B/E—34 to 41 inches; gravelly sandy loam

Bt1—41 to 57 inches; gravelly sandy loam

Bt2—57 to 71 inches; sandy loam

Cd—71 to 80 inches; sandy loam

Rosholt and similar soils

Extent: 20 to 60 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Backslopes and shoulders

Slope range: 20 to 45 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Loamy alluvium underlain by stratified sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.6 inches

Content of organic matter in the upper 10 inches: 1.1 percent

Typical profile:

A—0 to 4 inches; sandy loam

E—4 to 10 inches; sandy loam

B/E—10 to 14 inches; sandy loam

Bt—14 to 28 inches; sandy loam

2Bt—28 to 34 inches; gravelly loamy sand

2C—34 to 60 inches; stratified sand to very gravelly coarse sand
40 Soil Survey of

Minor Dissimilar Components

Cress soils

Extent: 0 to 15 percent of the mapped areas

Mahtomedi soils

Extent: 0 to 10 percent of the mapped areas

Capitola soils

Extent: 0 to 5 percent of the mapped areas

Haugen soils

Extent: 0 to 5 percent of the mapped areas

156B—Magnor, very stony-Magnor complex, 0 to 4

percent slopes

Component Description

Magnor, very stony, and similar soils

Extent: 5 to 75 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Footslopes

Slope range: 0 to 4 percent

Depth to restrictive layer(s): 40 to 60 inches to dense material

Drainage class: Somewhat poorly drained

Parent material: Loess or silty alluvium underlain by dense loamy till

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: More than 6.7 feet (July, August)

Ponding: None

Available water capacity to a depth of 60 inches: 9.1 inches

Content of organic matter in the upper 10 inches: 1.1 percent

Typical profile:

A—0 to 4 inches; silt loam

E—4 to 11 inches; silt loam

E/B—11 to 16 inches; silt loam

B/E—16 to 21 inches; silt loam

2Bt1,2Bt2—21 to 39 inches; sandy loam

2Bt3—39 to 58 inches; fine sandy loam

2Cd—58 to 60 inches; fine sandy loam

Magnor and similar soils

Extent: 5 to 75 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Footslopes

Slope range: 0 to 4 percent

Depth to restrictive layer(s): 40 to 60 inches to dense material

Drainage class: Somewhat poorly drained

Parent material: Loess or silty alluvium underlain by dense loamy till

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: More than 6.7 feet (July, August)

Ponding: None

Available water capacity to a depth of 60 inches: 9.1 inches

Content of organic matter in the upper 10 inches: 1.7 percent
Washburn County, Wisconsin 41

Typical profile:

Ap—0 to 8 inches; silt loam

E—8 to 11 inches; silt loam

E/B—11 to 16 inches; silt loam

B/E—16 to 21 inches; silt loam

2Bt1,2Bt2—21 to 39 inches; sandy loam

2Bt3—39 to 58 inches; fine sandy loam

2Cd—58 to 60 inches; fine sandy loam

Minor Dissimilar Components

Freeon, very stony, soils

Extent: 0 to 15 percent of the mapped areas

Freeon soils

Extent: 0 to 10 percent of the mapped areas

Capitola soils

Extent: 0 to 10 percent of the mapped areas

157B—Freeon, very stony-Freeon complex, 2 to 6 percent

slopes

Component Description

Freeon, very stony, and similar soils

Extent: 5 to 75 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Footslopes and summits

Slope range: 2 to 6 percent

Depth to restrictive layer(s): 40 to 60 inches to dense material

Drainage class: Moderately well drained

Parent material: Loess or silty alluvium underlain by dense loamy till

Flooding: None

Shallowest depth to wet zone: 1.0 foot (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, June, July, August,

September)

Ponding: None

Available water capacity to a depth of 60 inches: 9.1 inches

Content of organic matter in the upper 10 inches: 1.1 percent

Typical profile:

A—0 to 4 inches; silt loam

E/B—4 to 19 inches; silt loam

2B/E—19 to 39 inches; sandy loam

2Bt—39 to 53 inches; sandy loam

2BCd—53 to 80 inches; sandy loam

Freeon and similar soils

Extent: 5 to 75 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Footslopes and summits

Slope range: 2 to 6 percent

Depth to restrictive layer(s): 40 to 60 inches to dense material

Drainage class: Moderately well drained

Parent material: Loess or silty alluvium underlain by dense loamy till

Flooding: None
42 Soil Survey of

Shallowest depth to wet zone: 1.0 foot (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, June, July, August,

September)

Ponding: None

Available water capacity to a depth of 60 inches: 9.1 inches

Content of organic matter in the upper 10 inches: 1.1 percent

Typical profile:

Ap—0 to 4 inches; silt loam

E/B—4 to 19 inches; silt loam

2B/E—19 to 39 inches; sandy loam

2Bt—39 to 53 inches; sandy loam

2BCd—53 to 80 inches; sandy loam

Minor Dissimilar Components

Magnor, very stony, soils

Extent: 0 to 10 percent of the mapped areas

Magnor soils

Extent: 0 to 10 percent of the mapped areas

Capitola soils

Extent: 0 to 5 percent of the mapped areas

Haugen soils

Extent: 0 to 4 percent of the mapped areas

157C—Freeon, very stony-Freeon complex, 6 to 12

percent slopes

Component Description

Freeon, very stony, and similar soils

Extent: 5 to 75 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Backslopes and shoulders

Slope range: 6 to 12 percent

Depth to restrictive layer(s): 40 to 60 inches to dense material

Drainage class: Moderately well drained

Parent material: Loess or silty alluvium underlain by dense loamy till

Flooding: None

Shallowest depth to wet zone: 1.0 foot (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, June, July, August,

September)

Ponding: None

Available water capacity to a depth of 60 inches: 9.1 inches

Content of organic matter in the upper 10 inches: 1.1 percent

Typical profile:

A—0 to 4 inches; silt loam

E/B—4 to 19 inches; silt loam

2B/E—19 to 39 inches; sandy loam

2Bt—39 to 53 inches; sandy loam

2BCd—53 to 80 inches; sandy loam

Freeon and similar soils

Extent: 5 to 75 percent of the mapped areas

Geomorphic setting: Disintegration moraines
Washburn County, Wisconsin 43

Position on the landform: Backslopes and shoulders

Slope range: 6 to 12 percent

Depth to restrictive layer(s): 40 to 60 inches to dense material

Drainage class: Moderately well drained

Parent material: Loess or silty alluvium underlain by dense loamy till

Flooding: None

Shallowest depth to wet zone: 1.0 foot (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, June, July, August,

September)

Ponding: None

Available water capacity to a depth of 60 inches: 9.1 inches

Content of organic matter in the upper 10 inches: 1.1 percent

Typical profile:

Ap—0 to 4 inches; silt loam

E/B—4 to 19 inches; silt loam

2B/E—19 to 39 inches; sandy loam

2Bt—39 to 53 inches; sandy loam

2BCd—53 to 80 inches; sandy loam

Minor Dissimilar Components

Magnor, very stony, soils

Extent: 0 to 10 percent of the mapped areas

Magnor soils

Extent: 0 to 10 percent of the mapped areas

Capitola soils

Extent: 0 to 5 percent of the mapped areas

Haugen soils

Extent: 0 to 4 percent of the mapped areas

160A—Oesterle sandy loam, 0 to 2 percent slopes

Component Description

Oesterle and similar soils

Extent: 80 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Footslopes

Slope range: 0 to 2 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat poorly drained

Parent material: Loamy alluvium underlain by stratified sandy and gravelly outwash

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: 4.0 feet (February, August)

Ponding: None

Available water capacity to a depth of 60 inches: 5.3 inches

Content of organic matter in the upper 10 inches: 2.0 percent

Typical profile:

Ap—0 to 7 inches; sandy loam

E/B—7 to 11 inches; sandy loam

Bt—11 to 31 inches; sandy loam

2C—31 to 60 inches; stratified sand to very gravelly coarse sand
44 Soil Survey of

Minor Dissimilar Components

Minocqua soils

Extent: 0 to 10 percent of the mapped areas

Scott Lake soils

Extent: 0 to 10 percent of the mapped areas

182B—Padus sandy loam, 0 to 6 percent slopes

Component Description

Padus and similar soils

Extent: 60 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces; eskers

Position on the landform: Summits, backslopes, and shoulders

Slope range: 0 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Loamy alluvium underlain by sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 6.0 inches

Content of organic matter in the upper 10 inches: 1.5 percent

Typical profile:

A—0 to 2 inches; sandy loam

E—2 to 3 inches; sandy loam

Bs—3 to 19 inches; sandy loam

E/B—19 to 26 inches; sandy loam

B/E—26 to 38 inches; sandy loam

2C—38 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Pence soils

Extent: 0 to 15 percent of the mapped areas

Antigo soils

Extent: 0 to 10 percent of the mapped areas

Tipler soils

Extent: 0 to 10 percent of the mapped areas

Martha soils

Extent: 0 to 5 percent of the mapped areas

182C—Padus sandy loam, 6 to 15 percent slopes

Component Description

Padus and similar soils

Extent: 75 to 100 percent of the mapped areas

Geomorphic setting: Eskers; outwash plains; stream terraces

Position on the landform: Backslopes and shoulders

Slope range: 6 to 15 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained
Washburn County, Wisconsin 45

Parent material: Loamy alluvium underlain by sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 6.0 inches

Content of organic matter in the upper 10 inches: 1.5 percent

Typical profile:

A—0 to 2 inches; sandy loam

E—2 to 3 inches; sandy loam

Bs—3 to 19 inches; sandy loam

E/B—19 to 26 inches; sandy loam

B/E—26 to 38 inches; sandy loam

2C—38 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Pence soils

Extent: 0 to 15 percent of the mapped areas

Antigo soils

Extent: 0 to 10 percent of the mapped areas

Martha soils

Extent: 0 to 5 percent of the mapped areas

192A—Worcester sandy loam, 0 to 3 percent slopes

Component Description

Worcester and similar soils

Extent: 70 to 100 percent of the mapped areas

Geomorphic setting: Stream terraces; outwash plains

Position on the landform: Footslopes

Slope range: 0 to 3 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat poorly drained

Parent material: Loamy alluvium underlain by sandy and gravelly outwash

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: 4.0 feet (February, August)

Ponding: None

Available water capacity to a depth of 60 inches: 5.5 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

A—0 to 2 inches; sandy loam

E—2 to 3 inches; sandy loam

Bhs—3 to 6 inches; sandy loam

Bs—6 to 16 inches; sandy loam

B/E—16 to 20 inches; sandy loam

Bt1—20 to 32 inches; sandy loam

2Bt2—32 to 39 inches; gravelly loamy sand

2C—39 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Minocqua soils

Extent: 0 to 15 percent of the mapped areas
46 Soil Survey of

Tipler soils

Extent: 0 to 15 percent of the mapped areas

193A—Minocqua muck, 0 to 2 percent slopes

Component Description

Minocqua and similar soils

Extent: 70 to 100 percent of the mapped areas

Geomorphic setting: Depressions and drainageways on outwash plains; depressions

and drainageways on stream terraces

Slope range: 0 to 2 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Poorly drained

Parent material: Silty and loamy alluvium underlain by sandy and gravelly outwash

Flooding: None

Shallowest depth to wet zone: At the surface (April, May, November)

Deepest depth to wet zone: 2.5 feet (February, August)

Months in which ponding does not occur: January, February, March, June, July,

August, September, October, November, December

Deepest ponding: 0.5 foot (April, May)

Available water capacity to a depth of 60 inches: 6.2 inches

Content of organic matter in the upper 10 inches: 18.6 percent

Typical profile:

Oe—0 to 4 inches; muck

Eg—4 to 15 inches; silt loam

2Bg—15 to 28 inches; loam

3C—28 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Cathro soils

Extent: 0 to 10 percent of the mapped areas

Oesterle soils

Extent: 0 to 10 percent of the mapped areas

Worcester soils

Extent: 0 to 10 percent of the mapped areas

Minocqua soils that are flooded for brief periods

Extent: 0 to 5 percent of the mapped areas

215B—Pence sandy loam, 0 to 6 percent slopes

Component Description

Pence and similar soils

Extent: 70 to 100 percent of the mapped areas

Geomorphic setting: Stream terraces; outwash plains

Position on the landform: Summits, shoulders, and backslopes

Slope range: 0 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained

Parent material: Mostly loamy alluvium underlain by stratified sandy and gravelly

outwash
Washburn County, Wisconsin 47

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.0 inches

Content of organic matter in the upper 10 inches: 1.3 percent

Typical profile:

A—0 to 3 inches; sandy loam

E—3 to 8 inches; sandy loam

Bs—8 to 15 inches; gravelly sandy loam

2BC—15 to 21 inches; gravelly coarse sand

2C—21 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Padus soils

Extent: 0 to 15 percent of the mapped areas

Manitowish soils

Extent: 0 to 10 percent of the mapped areas

Sayner soils

Extent: 0 to 10 percent of the mapped areas

215C—Pence sandy loam, 6 to 15 percent slopes

Component Description

Pence and similar soils

Extent: 75 to 100 percent of the mapped areas

Geomorphic setting: Stream terraces; outwash plains

Position on the landform: Backslopes and shoulders

Slope range: 6 to 15 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained

Parent material: Mostly loamy alluvium underlain by stratified sandy and gravelly

outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.0 inches

Content of organic matter in the upper 10 inches: 1.3 percent

Typical profile:

A—0 to 3 inches; sandy loam

E—3 to 8 inches; sandy loam

Bs—8 to 15 inches; gravelly sandy loam

2BC—15 to 21 inches; gravelly coarse sand

2C—21 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Padus soils

Extent: 0 to 15 percent of the mapped areas

Sayner soils

Extent: 0 to 10 percent of the mapped areas
48 Soil Survey of

215D—Pence sandy loam, 15 to 30 percent slopes

Component Description

Pence and similar soils

Extent: 75 to 100 percent of the mapped areas

Geomorphic setting: Stream terraces; outwash plains

Position on the landform: Backslopes and shoulders

Slope range: 15 to 30 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained

Parent material: Mostly loamy alluvium underlain by stratified sandy and gravelly

outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.0 inches

Content of organic matter in the upper 10 inches: 1.3 percent

Typical profile:

A—0 to 3 inches; sandy loam

E—3 to 8 inches; sandy loam

Bs—8 to 15 inches; gravelly sandy loam

2BC—15 to 21 inches; gravelly coarse sand

2C—21 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Padus soils

Extent: 0 to 15 percent of the mapped areas

Pelissier soils

Extent: 0 to 5 percent of the mapped areas

Sayner soils

Extent: 0 to 5 percent of the mapped areas

315A—Rib silt loam, 0 to 2 percent slopes

Component Description

Rib and similar soils

Extent: 75 to 100 percent of the mapped areas

Geomorphic setting: Depressions and drainageways on stream terraces;

drainageways and depressions on outwash plains

Slope range: 0 to 2 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Poorly drained

Parent material: Loess or silty alluvium underlain by stratified sandy and gravelly

outwash

Flooding: None

Shallowest depth to wet zone: At the surface (April, May, November)

Deepest depth to wet zone: 2.5 feet (February, August)

Months in which ponding does not occur: January, February, March, June, July,

August, September, October, November, December

Deepest ponding: 0.5 foot (April, May)

Available water capacity to a depth of 60 inches: 8.3 inches
Washburn County, Wisconsin 49

Content of organic matter in the upper 10 inches: 4.8 percent

Typical profile:

A—0 to 7 inches; silt loam

Eg—7 to 10 inches; silt loam

Btg1—10 to 32 inches; silt loam

2Btg2—32 to 35 inches; loam

3BC—35 to 37 inches; gravelly loamy sand

3C—37 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Cathro soils

Extent: 0 to 10 percent of the mapped areas

Poskin soils

Extent: 0 to 10 percent of the mapped areas

Rib soils that are flooded for brief periods

Extent: 0 to 5 percent of the mapped areas

337A—Plover fine sandy loam, 0 to 3 percent slopes

Component Description

Plover and similar soils

Extent: 75 to 100 percent of the mapped areas

Geomorphic setting: Lake plains; stream terraces

Position on the landform: Footslopes

Slope range: 0 to 3 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat poorly drained

Parent material: Stratified loamy lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: 5.0 feet (September)

Ponding: None

Available water capacity to a depth of 60 inches: 9.8 inches

Content of organic matter in the upper 10 inches: 2.5 percent

Typical profile:

Ap—0 to 10 inches; fine sandy loam

E—10 to 13 inches; fine sandy loam

B/E—13 to 18 inches; fine sandy loam

Bt—18 to 32 inches; fine sandy loam

C—32 to 60 inches; stratified fine sand to silt

Minor Dissimilar Components

Aftad soils

Extent: 0 to 10 percent of the mapped areas

Fenander soils

Extent: 0 to 10 percent of the mapped areas

Comstock soils

Extent: 0 to 5 percent of the mapped areas

Oesterle soils

Extent: 0 to 5 percent of the mapped areas
50 Soil Survey of

368B—Mahtomedi-Cress complex, 2 to 6 percent slopes

Component Description

Mahtomedi and similar soils

Extent: 30 to 80 percent of the mapped areas

Geomorphic setting: Stream terraces; outwash plains

Position on the landform: Summits

Slope range: 2 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 2.7 inches

Content of organic matter in the upper 10 inches: 0.5 percent

Typical profile:

A—0 to 5 inches; loamy sand

E—5 to 8 inches; sand

Bw1—8 to 15 inches; gravelly coarse sand

Bw2—15 to 30 inches; gravelly sand

C—30 to 60 inches; gravelly sand

Cress and similar soils

Extent: 15 to 60 percent of the mapped areas

Geomorphic setting: Stream terraces; outwash plains

Position on the landform: Summits

Slope range: 2 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained

Parent material: Thin layer of loamy alluvium underlain by stratified sandy and gravelly

outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 0.9 percent

Typical profile:

A—0 to 3 inches; sandy loam

Bw1—3 to 15 inches; sandy loam

2Bw2—15 to 31 inches; loamy sand

2Bw3—31 to 36 inches; gravelly loamy sand

2C—36 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Graycalm soils

Extent: 0 to 10 percent of the mapped areas

Grettum soils

Extent: 0 to 5 percent of the mapped areas

Haugen soils

Extent: 0 to 5 percent of the mapped areas
Washburn County, Wisconsin 51

368C—Mahtomedi-Cress complex, 6 to 12 percent slopes

Component Description

Mahtomedi and similar soils

Extent: 20 to 80 percent of the mapped areas

Geomorphic setting: Stream terraces; outwash plains

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 2.7 inches

Content of organic matter in the upper 10 inches: 0.5 percent

Typical profile:

A—0 to 5 inches; loamy sand

E—5 to 8 inches; sand

Bw1—8 to 15 inches; gravelly coarse sand

Bw2—15 to 30 inches; gravelly sand

C—30 to 60 inches; gravelly sand

Cress and similar soils

Extent: 15 to 60 percent of the mapped areas

Geomorphic setting: Stream terraces; outwash plains

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained

Parent material: Thin layer of loamy alluvium underlain by stratified sandy and gravelly

outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 0.9 percent

Typical profile:

A—0 to 3 inches; sandy loam

Bw1—3 to 15 inches; sandy loam

2Bw2—15 to 31 inches; loamy sand

2Bw3—31 to 36 inches; gravelly loamy sand

2C—36 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Graycalm soils

Extent: 0 to 10 percent of the mapped areas

Haugen soils

Extent: 0 to 10 percent of the mapped areas

Grettum soils

Extent: 0 to 5 percent of the mapped areas
52 Soil Survey of

368D—Mahtomedi-Cress complex, 12 to 25 percent

slopes

Component Description

Mahtomedi and similar soils

Extent: 20 to 75 percent of the mapped areas

Geomorphic setting: Stream terraces; outwash plains

Position on the landform: Shoulders and backslopes

Slope range: 12 to 25 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 2.7 inches

Content of organic matter in the upper 10 inches: 0.5 percent

Typical profile:

A—0 to 5 inches; loamy sand

E—5 to 8 inches; sand

Bw1—8 to 15 inches; gravelly coarse sand

Bw2—15 to 30 inches; gravelly sand

C—30 to 60 inches; gravelly sand

Cress and similar soils

Extent: 20 to 75 percent of the mapped areas

Geomorphic setting: Stream terraces; outwash plains

Position on the landform: Shoulders and backslopes

Slope range: 12 to 25 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained

Parent material: Thin layer of loamy alluvium underlain by stratified sandy and gravelly

outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 0.9 percent

Typical profile:

A—0 to 3 inches; sandy loam

Bw1—3 to 15 inches; sandy loam

2Bw2—15 to 31 inches; loamy sand

2Bw3—31 to 36 inches; gravelly loamy sand

2C—36 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Graycalm soils

Extent: 0 to 15 percent of the mapped areas

Rosholt soils

Extent: 0 to 10 percent of the mapped areas
Washburn County, Wisconsin 53

371A—Croswell loamy sand, 0 to 3 percent slopes

Component Description

Croswell and similar soils

Extent: 80 to 100 percent of the mapped areas

Geomorphic setting: Lake terraces; lake plains; outwash plains; stream terraces

Position on the landform: Footslopes

Slope range: 0 to 3 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Sandy outwash

Flooding: None

Shallowest depth to wet zone: 2.0 feet (April)

Deepest depth to wet zone: 5.0 feet (February, August)

Ponding: None

Available water capacity to a depth of 60 inches: 4.2 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

A—0 to 1 inch; loamy sand

E—1 to 7 inches; loamy sand

Bs—7 to 16 inches; loamy sand

BC—16 to 39 inches; sand

C—39 to 60 inches; sand

Minor Dissimilar Components

Au Gres soils

Extent: 0 to 10 percent of the mapped areas

Vilas soils

Extent: 0 to 10 percent of the mapped areas

Sayner soils

Extent: 0 to 5 percent of the mapped areas

380B—Cress-Rosholt complex, 2 to 6 percent slopes

Component Description

Cress and similar soils

Extent: 35 to 75 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Summits

Slope range: 2 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained

Parent material: Thin layer of loamy alluvium underlain by stratified sandy and gravelly

outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 0.9 percent
54 Soil Survey of

Typical profile:

A—0 to 3 inches; sandy loam

Bw1—3 to 15 inches; sandy loam

2Bw2—15 to 31 inches; loamy sand

2Bw3—31 to 36 inches; gravelly loamy sand

2C—36 to 60 inches; stratified sand to very gravelly coarse sand

Rosholt and similar soils

Extent: 25 to 65 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Summits

Slope range: 2 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Loamy alluvium underlain by stratified sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.7 inches

Content of organic matter in the upper 10 inches: 1.7 percent

Typical profile:

Ap—0 to 8 inches; sandy loam

E—8 to 10 inches; sandy loam

B/E—10 to 14 inches; sandy loam

Bt—14 to 28 inches; sandy loam

2Bt—28 to 34 inches; gravelly loamy sand

2C—34 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Scott Lake soils

Extent: 0 to 15 percent of the mapped areas

Mahtomedi soils

Extent: 0 to 5 percent of the mapped areas

Aftad soils

Extent: 0 to 5 percent of the mapped areas

380C—Cress-Rosholt complex, 6 to 12 percent slopes

Component Description

Cress and similar soils

Extent: 35 to 75 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Backslopes and shoulders

Slope range: 6 to 12 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained

Parent material: Thin layer of loamy alluvium underlain by stratified sandy and gravelly

outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 0.9 percent
Washburn County, Wisconsin 55

Typical profile:

A—0 to 3 inches; sandy loam

Bw1—3 to 15 inches; sandy loam

2Bw2—15 to 31 inches; loamy sand

2Bw3—31 to 36 inches; gravelly loamy sand

2C—36 to 60 inches; stratified sand to very gravelly coarse sand

Rosholt and similar soils

Extent: 20 to 60 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Loamy alluvium underlain by stratified sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.7 inches

Content of organic matter in the upper 10 inches: 1.7 percent

Typical profile:

Ap—0 to 8 inches; sandy loam

E—8 to 10 inches; sandy loam

B/E—10 to 14 inches; sandy loam

Bt—14 to 28 inches; sandy loam

2Bt—28 to 34 inches; gravelly loamy sand

2C—34 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Chetek soils

Extent: 0 to 15 percent of the mapped areas

Aftad soils

Extent: 0 to 15 percent of the mapped areas

Mahtomedi soils

Extent: 0 to 10 percent of the mapped areas

380D—Cress-Rosholt complex, 12 to 25 percent slopes

Component Description

Cress and similar soils

Extent: 35 to 75 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Shoulders and backslopes

Slope range: 12 to 25 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained

Parent material: Thin layer of loamy alluvium underlain by stratified sandy and gravelly

outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 0.9 percent
56 Soil Survey of

Typical profile:

A—0 to 3 inches; sandy loam

Bw1—3 to 15 inches; sandy loam

2Bw2—15 to 31 inches; loamy sand

2Bw3—31 to 36 inches; gravelly loamy sand

2C—36 to 60 inches; stratified sand to very gravelly coarse sand

Rosholt and similar soils

Extent: 20 to 60 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Shoulders and backslopes

Slope range: 12 to 25 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Loamy alluvium underlain by stratified sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.7 inches

Content of organic matter in the upper 10 inches: 1.7 percent

Typical profile:

Ap—0 to 8 inches; sandy loam

E—8 to 10 inches; sandy loam

B/E—10 to 14 inches; sandy loam

Bt—14 to 28 inches; sandy loam

2Bt—28 to 34 inches; gravelly loamy sand

2C—34 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Chetek soils

Extent: 0 to 15 percent of the mapped areas

Antigo soils

Extent: 0 to 10 percent of the mapped areas

Mahtomedi soils

Extent: 0 to 10 percent of the mapped areas

383B—Mahtomedi loamy sand, 0 to 6 percent slopes

Component Description

Mahtomedi and similar soils

Extent: 55 to 100 percent of the mapped areas

Geomorphic setting: Stream terraces; outwash plains

Position on the landform: Summits

Slope range: 0 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 2.7 inches

Content of organic matter in the upper 10 inches: 0.5 percent
Washburn County, Wisconsin 57

Typical profile:

A—0 to 5 inches; loamy sand

E—5 to 8 inches; sand

Bw1—8 to 15 inches; gravelly coarse sand

Bw2—15 to 30 inches; gravelly sand

C—30 to 60 inches; gravelly sand

Minor Dissimilar Components

Menahga soils

Extent: 0 to 30 percent of the mapped areas

Graycalm soils

Extent: 0 to 15 percent of the mapped areas

Cress soils

Extent: 0 to 5 percent of the mapped areas

Lenroot soils

Extent: 0 to 5 percent of the mapped areas

383C—Mahtomedi loamy sand, 6 to 12 percent slopes

Component Description

Mahtomedi and similar soils

Extent: 55 to 100 percent of the mapped areas

Geomorphic setting: Stream terraces; outwash plains

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 2.7 inches

Content of organic matter in the upper 10 inches: 0.5 percent

Typical profile:

A—0 to 5 inches; loamy sand

E—5 to 8 inches; sand

Bw1—8 to 15 inches; gravelly coarse sand

Bw2—15 to 30 inches; gravelly sand

C—30 to 60 inches; gravelly sand

Minor Dissimilar Components

Menahga soils

Extent: 0 to 30 percent of the mapped areas

Graycalm soils

Extent: 0 to 15 percent of the mapped areas

Cress soils

Extent: 0 to 5 percent of the mapped areas

Lenroot soils

Extent: 0 to 5 percent of the mapped areas
58 Soil Survey of

383D—Mahtomedi loamy sand, 12 to 30 percent slopes

Component Description

Mahtomedi and similar soils

Extent: 55 to 100 percent of the mapped areas

Geomorphic setting: Stream terraces; outwash plains

Position on the landform: Shoulders and backslopes

Slope range: 12 to 30 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 2.7 inches

Content of organic matter in the upper 10 inches: 0.5 percent

Typical profile:

A—0 to 5 inches; loamy sand

E—5 to 8 inches; sand

Bw1—8 to 15 inches; gravelly coarse sand

Bw2—15 to 30 inches; gravelly sand

C—30 to 60 inches; gravelly sand

Minor Dissimilar Components

Menahga soils

Extent: 0 to 30 percent of the mapped areas

Graycalm soils

Extent: 0 to 10 percent of the mapped areas

Cress soils

Extent: 0 to 5 percent of the mapped areas

Fremstadt soils

Extent: 0 to 5 percent of the mapped areas

396B—Friendship-Wurtsmith-Grayling complex, 0 to 6

percent slopes

Component Description

Friendship and similar soils

Extent: 20 to 60 percent of the mapped areas

Geomorphic setting: Outwash plains

Position on the landform: Footslopes

Slope range: 0 to 3 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Sandy eolian deposits

Flooding: None

Shallowest depth to wet zone: 4.5 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, June, July, August,

September, October, November, December)

Ponding: None

Available water capacity to a depth of 60 inches: 3.6 inches
Washburn County, Wisconsin 59

Content of organic matter in the upper 10 inches: 0.7 percent

Typical profile:

A—0 to 4 inches; sand

Bw—4 to 29 inches; sand

C—29 to 60 inches; sand

Wurtsmith and similar soils

Extent: 20 to 55 percent of the mapped areas

Geomorphic setting: Outwash plains

Position on the landform: Footslopes

Slope range: 0 to 3 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Sandy eolian deposits

Flooding: None

Shallowest depth to wet zone: 2.0 feet (April)

Deepest depth to wet zone: 5.0 feet (February, August)

Ponding: None

Available water capacity to a depth of 60 inches: 3.7 inches

Content of organic matter in the upper 10 inches: 2.2 percent

Typical profile:

A—0 to 6 inches; sand

Bw—6 to 33 inches; sand

C—33 to 60 inches; sand

Grayling and similar soils

Extent: 15 to 35 percent of the mapped areas

Geomorphic setting: Outwash plains

Position on the landform: Summits

Slope range: 1 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Sandy eolian deposits

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 2.8 inches

Content of organic matter in the upper 10 inches: 1.4 percent

Typical profile:

A—0 to 3 inches; sand

Bw—3 to 15 inches; sand

BC—15 to 23 inches; sand

C—23 to 60 inches; sand

Minor Dissimilar Components

Meehan soils

Extent: 0 to 5 percent of the mapped areas

397A—Perchlake loamy fine sand, 0 to 2 percent slopes

Component Description

Perchlake and similar soils

Extent: 65 to 100 percent of the mapped areas

Geomorphic setting: Lake plains; outwash plains
60 Soil Survey of

Position on the landform: Footslopes

Slope range: 0 to 2 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat poorly drained

Parent material: Sandy outwash or sandy lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: 4.0 feet (February, August)

Ponding: None

Available water capacity to a depth of 60 inches: 4.9 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

Ap—0 to 9 inches; loamy fine sand

Bw—9 to 18 inches; fine sand

E&Bt—18 to 42 inches; sand, loamy sand

2Btg—42 to 46 inches; fine sandy loam

3C—46 to 60 inches; sand

Minor Dissimilar Components

Lino soils

Extent: 0 to 15 percent of the mapped areas

Meenon soils

Extent: 0 to 15 percent of the mapped areas

Newson soils

Extent: 0 to 10 percent of the mapped areas

399B—Grayling sand, 0 to 6 percent slopes

Component Description

Grayling and similar soils

Extent: 85 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains

Position on the landform: Summits

Slope range: 0 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Sandy eolian deposits

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 2.8 inches

Content of organic matter in the upper 10 inches: 1.4 percent

Typical profile:

A—0 to 3 inches; sand

Bw—3 to 15 inches; sand

BC—15 to 23 inches; sand

C—23 to 60 inches; sand

Minor Dissimilar Components

Friendship soils

Extent: 0 to 10 percent of the mapped areas
Washburn County, Wisconsin 61

Wurtsmith soils

Extent: 0 to 5 percent of the mapped areas

399C—Grayling sand, 6 to 12 percent slopes

Component Description

Grayling and similar soils

Extent: 93 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Sandy eolian deposits

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 2.8 inches

Content of organic matter in the upper 10 inches: 1.4 percent

Typical profile:

A—0 to 3 inches; sand

Bw—3 to 15 inches; sand

BC—15 to 23 inches; sand

C—23 to 60 inches; sand

Minor Dissimilar Components

Friendship similar soils

Extent: 0 to 5 percent of the mapped areas

Wurtsmith soils

Extent: 0 to 2 percent of the mapped areas

399D—Grayling sand, 12 to 30 percent slopes

Component Description

Grayling and similar soils

Extent: 93 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains

Position on the landform: Backslopes and shoulders

Slope range: 12 to 30 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Sandy eolian deposits

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 2.8 inches

Content of organic matter in the upper 10 inches: 1.4 percent

Typical profile:

A—0 to 3 inches; sand

Bw—3 to 15 inches; sand

BC—15 to 23 inches; sand

C—23 to 60 inches; sand
62 Soil Survey of

Minor Dissimilar Components

Friendship soils

Extent: 0 to 5 percent of the mapped areas

Wurtsmith soils

Extent: 0 to 2 percent of the mapped areas

405A—Lupton, Cathro, and Tawas soils, 0 to 1 percent

slopes

Component Description

Lupton and similar soils

Extent: 0 to 100 percent of the mapped areas

Geomorphic setting: Depressions on disintegration moraines

Slope range: 0 to 1 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Parent material: Herbaceous and woody organic material more than 51 inches thick

Flooding: None

Wet zone: At the surface all year

Months in which ponding does not occur: January, February, July, August, September,

October, December

Deepest ponding: 0.5 foot (March, April, May, June, November)

Available water capacity to a depth of 60 inches: 23.9 inches

Content of organic matter in the upper 10 inches: 80.0 percent

Typical profile:

Oa—0 to 65 inches; muck

Cathro and similar soils

Extent: 0 to 100 percent of the mapped areas

Geomorphic setting: Depressions on disintegration moraines

Slope range: 0 to 1 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Parent material: Herbaceous organic material 16 to 51 inches thick underlain by loamy

deposits

Flooding: None

Wet zone: At the surface all year

Months in which ponding does not occur: January, February, July, August, September,

October, December

Deepest ponding: 0.5 foot (March, April, May, June, November)

Available water capacity to a depth of 60 inches: 16.6 inches

Content of organic matter in the upper 10 inches: 72.5 percent

Typical profile:

Oa—0 to 28 inches; muck

Cg1—28 to 49 inches; loam

Cg2—49 to 60 inches; sandy loam

Tawas and similar soils

Extent: 0 to 100 percent of the mapped areas

Geomorphic setting: Depressions on disintegration moraines

Slope range: 0 to 1 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained
Washburn County, Wisconsin 63

Parent material: Herbaceous organic material 16 to 51 inches thick over sandy

deposits

Flooding: None

Wet zone: At the surface all year

Months in which ponding does not occur: January, February, July, August, September,

October, December

Deepest ponding: 0.5 foot (March, April, May, June)

Available water capacity to a depth of 60 inches: 14.2 inches

Content of organic matter in the upper 10 inches: 55.0 percent

Typical profile:

Oa—0 to 31 inches; muck

Cg—31 to 60 inches; fine sand

406A—Loxley mucky peat, 0 to 1 percent slopes

Component Description

Loxley and similar soils

Extent: 70 to 100 percent of the mapped areas

Geomorphic setting: Depressions on lake plains and outwash plains

Slope range: 0 to 1 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Parent material: Herbaceous organic material more than 51 inches thick

Flooding: None

Shallowest depth to wet zone: At the surface (April, May, June, October, November)

Deepest depth to wet zone: 1.0 foot (January, February)

Months in which ponding does not occur: January, February, March, May, June, July,

August, September, October, November, December

Deepest ponding: 0.5 foot (April)

Available water capacity to a depth of 60 inches: 25.2 inches

Content of organic matter in the upper 10 inches: 80.0 percent

Typical profile:

Oe—0 to 13 inches; mucky peat

Oa—13 to 60 inches; muck

Minor Dissimilar Components

Seelyeville soils

Extent: 0 to 15 percent of the mapped areas

Uskabwanka soils

Extent: 0 to 10 percent of the mapped areas

Newson soils

Extent: 0 to 5 percent of the mapped areas

407A—Seelyeville and Markey soils, 0 to 1 percent slopes

Component Description

Seelyeville and similar soils

Extent: 0 to 100 percent of the mapped areas

Geomorphic setting: Depressions on lake plains and outwash plains; drainageways on

outwash plains

Slope range: 0 to 1 percent
64 Soil Survey of

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Parent material: Herbaceous organic material more than 51 inches thick

Flooding: None

Wet zone: At the surface all year

Months in which ponding does not occur: January, February, July, August, September,

October, December

Deepest ponding: 0.5 foot (March, April, May, June, November)

Available water capacity to a depth of 60 inches: 23.9 inches

Content of organic matter in the upper 10 inches: 62.0 percent

Typical profile:

Oa—0 to 80 inches; muck

Markey and similar soils

Extent: 0 to 100 percent of the mapped areas

Geomorphic setting: Depressions on lake plains and outwash plains; drainageways on

outwash plains

Slope range: 0 to 1 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Parent material: Herbaceous organic material 16 to 51 inches thick overlying sandy

deposits

Flooding: None

Wet zone: At the surface all year

Months in which ponding does not occur: January, February, July, August, September,

October, December

Deepest ponding: 0.5 foot (March, April, May, June, November)

Available water capacity to a depth of 60 inches: 14.4 inches

Content of organic matter in the upper 10 inches: 70.0 percent

Typical profile:

Oa—0 to 32 inches; muck

Cg—32 to 60 inches; sand

Minor Dissimilar Components

Newson soils

Extent: 0 to 15 percent of the mapped areas

Dawson soils

Extent: 0 to 10 percent of the mapped areas

410A—Seelyeville and Cathro soils, 0 to 1 percent slopes

Component Description

Seelyeville and similar soils

Extent: 0 to 100 percent of the mapped areas

Geomorphic setting: Depressions on lake plains and outwash plains; drainageways on

outwash plains

Slope range: 0 to 1 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Parent material: Herbaceous organic material more than 51 inches thick

Flooding: None

Wet zone: At the surface all year
Washburn County, Wisconsin 65

Months in which ponding does not occur: January, February, July, August, September,

October, December

Deepest ponding: 0.5 foot (March, April, May, June, November)

Available water capacity to a depth of 60 inches: 23.9 inches

Content of organic matter in the upper 10 inches: 62.0 percent

Typical profile:

Oa—0 to 80 inches; muck

Cathro and similar soils

Extent: 0 to 100 percent of the mapped areas

Geomorphic setting: Depressions and drainageways on disintegration moraines

Slope range: 0 to 1 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Parent material: Herbaceous organic material 16 to 51 inches thick over loamy or silty

deposits

Flooding: None

Wet zone: At the surface all year

Months in which ponding does not occur: January, February, July, August, September,

October, December

Deepest ponding: 0.5 foot (March, April, May, June, November)

Available water capacity to a depth of 60 inches: 16.6 inches

Content of organic matter in the upper 10 inches: 72.5 percent

Typical profile:

Oa—0 to 28 inches; muck

Cg1—28 to 49 inches; loam

Cg2—49 to 60 inches; sandy loam

Minor Dissimilar Components

Greenwood soils

Extent: 0 to 15 percent of the mapped areas

Capitola soils

Extent: 0 to 5 percent of the mapped areas

Minocqua soils

Extent: 0 to 5 percent of the mapped areas

412A—Rifle and Tacoosh soils, 0 to 1 percent slopes

Component Description

Rifle and similar soils

Extent: 0 to 100 percent of the mapped areas

Geomorphic setting: Depressions and drainageways on outwash plains

Slope range: 0 to 1 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Parent material: Organic deposits more than 51 inches thick

Flooding: None

Wet zone: At the surface all year

Months in which ponding does not occur: January, February, July, August, September,

October, December

Deepest ponding: 0.5 foot (March, April, May, June, November)
66 Soil Survey of

Available water capacity to a depth of 60 inches: 30.3 inches

Content of organic matter in the upper 10 inches: 80.0 percent

Typical profile:

Oi—0 to 4 inches; peat

Oe—4 to 60 inches; mucky peat

Tacoosh and similar soils

Extent: 0 to 100 percent of the mapped areas

Geomorphic setting: Depressions and drainageways on outwash plains

Slope range: 0 to 1 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Parent material: Herbaceous organic material 16 to 51 inches thick over loamy or silty

deposits

Flooding: None

Wet zone: At the surface all year

Months in which ponding does not occur: January, February, July, August, September,

October, December

Deepest ponding: 0.5 foot (March, April, May, June, November)

Available water capacity to a depth of 60 inches: 22.2 inches

Content of organic matter in the upper 10 inches: 87.0 percent

Typical profile:

Oa—0 to 8 inches; muck

Oe—8 to 40 inches; mucky peat

Cg1—40 to 42 inches; very fine sandy loam

Cg2—42 to 60 inches; sandy loam

Minor Dissimilar Components

Greenwood soils

Extent: 0 to 10 percent of the mapped areas

Rib soils

Extent: 0 to 5 percent of the mapped areas

415A—Greenwood mucky peat, 0 to 1 percent slopes

Component Description

Greenwood and similar soils

Extent: 80 to 100 percent of the mapped areas

Geomorphic setting: Depressions and drainageways on outwash plains

Slope range: 0 to 1 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Parent material: Organic deposits more than 51 inches thick

Flooding: None

Shallowest depth to wet zone: At the surface (April, May, June, October, November)

Deepest depth to wet zone: 1.0 foot (January, February)

Months in which ponding does not occur: January, February, March, May, June, July,

August, September, October, November, December

Deepest ponding: 0.5 foot (April)

Available water capacity to a depth of 60 inches: 23.9 inches

Content of organic matter in the upper 10 inches: 80.0 percent

Typical profile:

Oe—0 to 60 inches; mucky peat
Washburn County, Wisconsin 67

Minor Dissimilar Components

Beseman soils

Extent: 0 to 10 percent of the mapped areas

Capitola soils

Extent: 0 to 10 percent of the mapped areas

439B—Graycalm-Menahga complex, 0 to 6 percent slopes

Component Description

Graycalm and similar soils

Extent: 40 to 80 percent of the mapped areas

Geomorphic setting: Outwash plains

Position on the landform: Summits

Slope range: 0 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.9 inches

Content of organic matter in the upper 10 inches: 0.6 percent

Typical profile:

A—0 to 3 inches; loamy sand

Bw—3 to 22 inches; sand

E—22 to 35 inches; sand

E&Bt—35 to 60 inches; stratified sand to loamy sand

Menahga and similar soils

Extent: 20 to 60 percent of the mapped areas

Geomorphic setting: Outwash plains

Position on the landform: Summits

Slope range: 0 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.8 inches

Content of organic matter in the upper 10 inches: 0.3 percent

Typical profile:

Oi—0 to 1 inch; slightly decomposed plant material

A—1 to 2 inches; loamy sand

Bw—2 to 25 inches; sand

C—25 to 80 inches; sand

Minor Dissimilar Components

Mahtomedi soils

Extent: 0 to 10 percent of the mapped areas

Cress soils

Extent: 0 to 8 percent of the mapped areas
68 Soil Survey of

Grettum soils

Extent: 0 to 5 percent of the mapped areas

Wurtsmith soils

Extent: 0 to 5 percent of the mapped areas

439C—Graycalm-Menahga complex, 6 to 12 percent

slopes

Component Description

Graycalm and similar soils

Extent: 40 to 80 percent of the mapped areas

Geomorphic setting: Outwash plains

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.9 inches

Content of organic matter in the upper 10 inches: 0.6 percent

Typical profile:

A—0 to 3 inches; loamy sand

Bw—3 to 22 inches; sand

E—22 to 35 inches; sand

E&Bt—35 to 60 inches; stratified sand to loamy sand

Menahga and similar soils

Extent: 20 to 60 percent of the mapped areas

Geomorphic setting: Outwash plains

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.8 inches

Content of organic matter in the upper 10 inches: 0.3 percent

Typical profile:

Oi—0 to 1 inch; slightly decomposed plant material

A—1 to 2 inches; loamy sand

B—2 to 25 inches; sand

C—25 to 80 inches; sand

Minor Dissimilar Components

Mahtomedi soils

Extent: 0 to 10 percent of the mapped areas
Washburn County, Wisconsin 69

Grettum soils

Extent: 0 to 10 percent of the mapped areas

Cress soils

Extent: 0 to 5 percent of the mapped areas

439D—Graycalm-Menahga complex, 12 to 30 percent

slopes

Component Description

Graycalm and similar soils

Extent: 40 to 80 percent of the mapped areas

Geomorphic setting: Outwash plains

Position on the landform: Shoulders and backslopes

Slope range: 12 to 30 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.9 inches

Content of organic matter in the upper 10 inches: 0.6 percent

Typical profile:

A—0 to 3 inches; loamy sand

Bw—3 to 22 inches; sand

E—22 to 35 inches; sand

E&Bt—35 to 60 inches; stratified sand to loamy sand

Menahga and similar soils

Extent: 20 to 60 percent of the mapped areas

Geomorphic setting: Outwash plains

Position on the landform: Shoulders and backslopes

Slope range: 12 to 30 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.8 inches

Content of organic matter in the upper 10 inches: 0.3 percent

Typical profile:

Oi—0 to 1 inch; slightly decomposed plant material

A—1 to 2 inches; loamy sand

Bw—2 to 25 inches; sand

C—25 to 80 inches; sand

Minor Dissimilar Components

Mahtomedi soils

Extent: 0 to 15 percent of the mapped areas
70 Soil Survey of

Cress soils

Extent: 0 to 5 percent of the mapped areas

441C—Freeon, very stony-Cathro complex, 0 to 15

percent slopes

Component Description

Freeon and similar soils

Extent: 50 to 80 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Shoulders and backslopes

Slope range: 6 to 15 percent

Depth to restrictive layer(s): 40 to 60 inches to dense material

Drainage class: Moderately well drained

Parent material: Loess or silty alluvium underlain by dense loamy till

Flooding: None

Shallowest depth to wet zone: 1.0 foot (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, June, July, August,

September)

Ponding: None

Available water capacity to a depth of 60 inches: 9.1 inches

Content of organic matter in the upper 10 inches: 1.1 percent

Typical profile:

A—0 to 4 inches; silt loam

E/B—4 to 19 inches; silt loam

2B/E—19 to 39 inches; sandy loam

2Bt—39 to 53 inches; sandy loam

2BCd—53 to 80 inches; sandy loam

Cathro and similar soils

Extent: 10 to 30 percent of the mapped areas

Geomorphic setting: Depressions on disintegration moraines

Slope range: 0 to 2 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Parent material: Herbaceous organic material underlain by loamy deposits

Flooding: None

Wet zone: At the surface all year

Months in which ponding does not occur: January, February, July, August, September,

October, December

Deepest ponding: 0.5 foot (March, April, May, June, November)

Available water capacity to a depth of 60 inches: 16.6 inches

Content of organic matter in the upper 10 inches: 72.5 percent

Typical profile:

Oa—0 to 28 inches; muck

Cg1—28 to 49 inches; loam

Cg2—49 to 60 inches; sandy loam

Minor Dissimilar Components

Amery soils

Extent: 0 to 15 percent of the mapped areas
Washburn County, Wisconsin 71

Magnor soils

Extent: 0 to 15 percent of the mapped areas

Capitola soils

Extent: 0 to 10 percent of the mapped areas

Haugen soils

Extent: 0 to 10 percent of the mapped areas

442C—Haugen, very stony-Greenwood complex, 0 to 15

percent slopes

Component Description

Haugen and similar soils

Extent: 30 to 80 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Shoulders and backslopes

Slope range: 2 to 15 percent

Depth to restrictive layer(s): 60 to 80 inches to dense material

Drainage class: Moderately well drained

Parent material: Sandy loam till or mudflow sediments

Flooding: None

Shallowest depth to wet zone: 2.0 feet (March, April)

Deepest depth to wet zone: More than 6.7 feet (January, February, July, August,

September, October)

Ponding: None

Available water capacity to a depth of 60 inches: 6.5 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

A—0 to 4 inches; sandy loam

Bw1—4 to 15 inches; sandy loam

Bw2—15 to 23 inches; gravelly sandy loam

E/B—23 to 35 inches; gravelly sandy loam

B/E—35 to 49 inches; sandy loam

Bt—49 to 79 inches; gravelly sandy loam

Cd—79 to 80 inches; gravelly sandy loam

Greenwood and similar soils

Extent: 15 to 35 percent of the mapped areas

Geomorphic setting: Depressions on disintegration moraines

Slope range: 0 to 2 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Parent material: Organic deposits more than 51 inches thick

Flooding: None

Shallowest depth to wet zone: At the surface (April, May, June, October, November)

Deepest depth to wet zone: 1.0 foot (January, February)

Months in which ponding does not occur: January, February, March, May, June, July,

August, September, October, November, December

Deepest ponding: 0.5 foot (April)

Available water capacity to a depth of 60 inches: 30.5 inches

Content of organic matter in the upper 10 inches: 65.0 percent
72 Soil Survey of

Typical profile:

Oi—0 to 6 inches; peat

Oe—6 to 60 inches; mucky peat

Minor Dissimilar Components

Amery soils

Extent: 0 to 15 percent of the mapped areas

Freeon soils

Extent: 0 to 10 percent of the mapped areas

Capitola soils

Extent: 0 to 6 percent of the mapped areas

Magnor soils

Extent: 0 to 5 percent of the mapped areas

443D—Amery, very stony-Greenwood complex, 0 to 35

percent slopes

Component Description

Amery and similar soils

Extent: 30 to 60 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Backslopes and shoulders

Slope range: 15 to 35 percent

Depth to restrictive layer(s): 60 to 80 inches to dense material

Drainage class: Well drained

Parent material: Sandy loam till or mudflow sediments

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 7.2 inches

Content of organic matter in the upper 10 inches: 0.8 percent

Typical profile:

A—0 to 3 inches; sandy loam

Bw—3 to 22 inches; sandy loam

E/B—22 to 34 inches; sandy loam

B/E—34 to 41 inches; gravelly sandy loam

Bt1—41 to 57 inches; gravelly sandy loam

Bt2—57 to 71 inches; sandy loam

Cd—71 to 80 inches; sandy loam

Greenwood and similar soils

Extent: 15 to 40 percent of the mapped areas

Geomorphic setting: Depressions on disintegration moraines

Slope range: 0 to 2 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Parent material: Organic deposits more than 51 inches thick

Flooding: None

Shallowest depth to wet zone: At the surface (April, May, June, October, November)

Deepest depth to wet zone: 1.0 foot (January, February)
Washburn County, Wisconsin 73

Months in which ponding does not occur: January, February, March, May, June, July,

August, September, October, November, December

Deepest ponding: 0.5 foot (April)

Available water capacity to a depth of 60 inches: 30.5 inches

Content of organic matter in the upper 10 inches: 65.0 percent

Typical profile:

Oi—0 to 6 inches; peat

Oe—6 to 60 inches; mucky peat

Minor Dissimilar Components

Haugen soils

Extent: 0 to 15 percent of the mapped areas

Capitola soils

Extent: 0 to 15 percent of the mapped areas

Magnor soils

Extent: 0 to 10 percent of the mapped areas

461A—Bowstring muck, 0 to 1 percent slopes, frequently

flooded

Component Description

Bowstring and similar soils

Extent: 75 to 100 percent of the mapped areas

Geomorphic setting: Flood plains

Slope range: 0 to 1 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Parent material: Highly decomposed organic material that is stratified with thin layers

of sandy or loamy material

Lowest frequency of flooding (if it occurs): Rare (January, February, July, August,

December)

Highest frequency of flooding: Frequent (April, May)

Shallowest depth to wet zone: At the surface (April, May, November)

Deepest depth to wet zone: 2.5 feet (February, August)

Months in which ponding does not occur: January, February, March, June, July,

August, September, October, December

Deepest ponding: 0.5 foot (April, May, November)

Available water capacity to a depth of 60 inches: 21.1 inches

Content of organic matter in the upper 10 inches: 80.0 percent

Typical profile:

Oa—0 to 38 inches; muck

Cg—38 to 47 inches; fine sand

O ́a—47 to 80 inches; muck

Minor Dissimilar Components

Fordum soils

Extent: 0 to 15 percent of the mapped areas

Totagatic soils

Extent: 0 to 10 percent of the mapped areas
74 Soil Survey of

484A—Greenwood and Beseman soils, 0 to 1 percent

slopes

Component Description

Greenwood and similar soils

Extent: 0 to 100 percent of the mapped areas

Geomorphic setting: Depressions and drainageways on disintegration moraines

Slope range: 0 to 1 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Parent material: Organic deposits more than 51 inches thick

Flooding: None

Shallowest depth to wet zone: At the surface (April, May, June, October, November)

Deepest depth to wet zone: 1.0 foot (January, February)

Months in which ponding does not occur: January, February, March, May, June, July,

August, September, October, November, December

Deepest ponding: 0.5 foot (April)

Available water capacity to a depth of 60 inches: 30.5 inches

Content of organic matter in the upper 10 inches: 65.0 percent

Typical profile:

Oi—0 to 6 inches; peat

Oe—6 to 60 inches; mucky peat

Beseman and similar soils

Extent: 0 to 100 percent of the mapped areas

Geomorphic setting: Depressions and drainageways on disintegration moraines

Slope range: 0 to 1 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Parent material: Herbaceous organic material 16 to 51 inches thick over loamy till

Flooding: None

Shallowest depth to wet zone: At the surface (April, May, June, October, November)

Deepest depth to wet zone: 1.0 foot (January, February)

Months in which ponding does not occur: January, February, March, May, June, July,

August, September, October, November, December

Deepest ponding: 0.5 foot (April)

Available water capacity to a depth of 60 inches: 18.2 inches

Content of organic matter in the upper 10 inches: 50.0 percent

Typical profile:

Oa—0 to 36 inches; muck

Cg—36 to 60 inches; silt loam

Minor Dissimilar Components

Seelyeville soils

Extent: 0 to 15 percent of the mapped areas

Capitola soils

Extent: 0 to 5 percent of the mapped areas

Minocqua soils

Extent: 0 to 3 percent of the mapped areas
Washburn County, Wisconsin 75

495B—Karlsborg-Grettum-Perida complex, 1 to 6 percent

slopes

Component Description

Karlsborg and similar soils

Extent: 30 to 60 percent of the mapped areas

Geomorphic setting: Outwash plains; lake plains

Position on the landform: Summits

Slope range: 1 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Mantle of sandy outwash or sandy lacustrine deposits over clayey

lacustrine deposits underlain by sandy outwash or sandy lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 1.5 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, July, August,

September, October, November, December)

Ponding: None

Available water capacity to a depth of 60 inches: 4.7 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

Ap—0 to 9 inches; loamy sand

Bw—9 to 28 inches; sand

2Bt—28 to 48 inches; clay

3C—48 to 80 inches; sand

Grettum and similar soils

Extent: 20 to 50 percent of the mapped areas

Geomorphic setting: Outwash plains; lake plains

Position on the landform: Summits

Slope range: 1 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Sandy outwash or lacustrine deposits with lamellae

Flooding: None

Shallowest depth to wet zone: 4.5 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, June, July, August,

September, October, November, December)

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 0.8 percent

Typical profile:

A—0 to 3 inches; loamy sand

Bw—3 to 32 inches; sand

E&Bt—32 to 75 inches; sand

C—75 to 80 inches; sand

Perida and similar soils

Extent: 15 to 40 percent of the mapped areas

Geomorphic setting: Outwash plains; lake plains

Position on the landform: Summits

Slope range: 1 to 6 percent

Depth to restrictive layer(s): More than 80 inches
76 Soil Survey of

Drainage class: Moderately well drained

Parent material: Mantle of sandy outwash or sandy lacustrine deposits over clayey

lacustrine deposits underlain by sandy outwash or sandy lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 3.5 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, July, August,

September, October, November, December)

Ponding: None

Available water capacity to a depth of 60 inches: 4.8 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

Ap—0 to 9 inches; loamy sand

Bw1,Bw2,Bw3—9 to 43 inches; sand

Bw4—43 to 45 inches; loamy sand

2Bt1—45 to 60 inches; clay

2Bt2—60 to 74 inches; silty clay

3C—74 to 80 inches; sand

Minor Dissimilar Components

Graycalm soils

Extent: 0 to 15 percent of the mapped areas

Menahga soils

Extent: 0 to 10 percent of the mapped areas

495C—Karlsborg-Grettum-Perida complex, 6 to 12

percent slopes

Component Description

Karlsborg and similar soils

Extent: 25 to 60 percent of the mapped areas

Geomorphic setting: Outwash plains; lake plains

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Mantle of sandy outwash or sandy lacustrine deposits over clayey

lacustrine deposits underlain by sandy outwash or sandy lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 1.5 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, July, August,

September, October, November, December)

Ponding: None

Available water capacity to a depth of 60 inches: 4.7 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

Ap—0 to 9 inches; loamy sand

Bw—9 to 28 inches; sand

2Bt—28 to 48 inches; clay

3C—48 to 80 inches; sand
Washburn County, Wisconsin 77

Grettum and similar soils

Extent: 20 to 50 percent of the mapped areas

Geomorphic setting: Outwash plains; lake plains

Position on the landform: Backslopes and shoulders

Slope range: 6 to 12 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Sandy outwash or lacustrine deposits with lamellae

Flooding: None

Shallowest depth to wet zone: 4.5 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, June, July, August,

September, October, November, December)

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 0.8 percent

Typical profile:

A—0 to 3 inches; loamy sand

Bw—3 to 32 inches; sand

E&Bt—32 to 75 inches; sand

C—75 to 80 inches; sand

Perida and similar soils

Extent: 15 to 40 percent of the mapped areas

Geomorphic setting: Outwash plains; lake plains

Position on the landform: Backslopes and shoulders

Slope range: 6 to 12 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Mantle of sandy outwash or sandy lacustrine deposits over clayey

lacustrine deposits underlain by sandy outwash or sandy lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 3.5 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, July, August,

September, October, November, December)

Ponding: None

Available water capacity to a depth of 60 inches: 4.8 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

Ap—0 to 9 inches; loamy sand

Bw1,Bw2,Bw3—9 to 43 inches; sand

Bw4—43 to 45 inches; loamy sand

2Bt1—45 to 60 inches; clay

2Bt2—60 to 74 inches; silty clay

3C—74 to 80 inches; sand

Minor Dissimilar Components

Graycalm soils

Extent: 0 to 15 percent of the mapped areas

Menahga soils

Extent: 0 to 10 percent of the mapped areas
78 Soil Survey of

495D—Karlsborg-Grettum-Perida complex, 12 to 30

percent slopes

Component Description

Karlsborg and similar soils

Extent: 30 to 50 percent of the mapped areas

Geomorphic setting: Outwash plains; lake plains

Position on the landform: Backslopes and shoulders

Slope range: 12 to 30 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Mantle of sandy outwash or sandy lacustrine deposits over clayey

lacustrine deposits underlain by sandy outwash or sandy lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 1.5 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, July, August,

September, October, November, December)

Ponding: None

Available water capacity to a depth of 60 inches: 4.7 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

Ap—0 to 9 inches; loamy sand

Bw—9 to 28 inches; sand

2Bt—28 to 48 inches; clay

3C—48 to 80 inches; sand

Grettum and similar soils

Extent: 20 to 40 percent of the mapped areas

Geomorphic setting: Outwash plains; lake plains

Position on the landform: Backslopes and shoulders

Slope range: 12 to 30 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Sandy outwash or lacustrine deposits with lamellae

Flooding: None

Shallowest depth to wet zone: 4.5 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, June, July, August,

September, October, November, December)

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 0.8 percent

Typical profile:

A—0 to 3 inches; loamy sand

Bw—3 to 32 inches; sand

E&Bt—32 to 75 inches; sand

C—75 to 80 inches; sand

Perida and similar soils

Extent: 10 to 40 percent of the mapped areas

Geomorphic setting: Outwash plains; lake plains

Position on the landform: Backslopes and shoulders

Slope range: 12 to 30 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained
Washburn County, Wisconsin 79

Parent material: Mantle of sandy outwash or sandy lacustrine deposits over clayey

lacustrine deposits underlain by sandy outwash or sandy lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 3.5 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, July, August,

September, October, November, December)

Ponding: None

Available water capacity to a depth of 60 inches: 4.8 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

Ap—0 to 9 inches; loamy sand

Bw1,Bw2,Bw3—9 to 43 inches; sand

Bw4—43 to 45 inches; loamy sand

2Bt1—45 to 60 inches; clay

2Bt2—60 to 74 inches; silty clay

3C—74 to 80 inches; sand

Minor Dissimilar Components

Graycalm soils

Extent: 0 to 15 percent of the mapped areas

Menahga soils

Extent: 0 to 15 percent of the mapped areas

497A—Meenon loamy sand, 0 to 3 percent slopes

Component Description

Meenon and similar soils

Extent: 60 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; lake plains

Position on the landform: Footslopes

Slope range: 0 to 3 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat poorly drained

Parent material: Mantle of sandy outwash or sandy lacustrine deposits over clayey

lacustrine deposits underlain by sandy outwash or sandy lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April, May)

Deepest depth to wet zone: More than 6.7 feet (July, August, September)

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

Ap—0 to 9 inches; loamy sand

Bw—9 to 28 inches; sand

2Btg—28 to 41 inches; clay

3C—41 to 80 inches; sand

Minor Dissimilar Components

Karlsborg soils

Extent: 0 to 15 percent of the mapped areas

Chelmo soils

Extent: 0 to 10 percent of the mapped areas
80 Soil Survey of

Grettum soils

Extent: 0 to 5 percent of the mapped areas

Perchlake soils

Extent: 0 to 5 percent of the mapped areas

Dody soils

Extent: 0 to 5 percent of the mapped areas

515A—Manitowish sandy loam, 0 to 3 percent slopes

Component Description

Manitowish and similar soils

Extent: 70 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Footslopes

Slope range: 0 to 3 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Loamy alluvium underlain by stratified sandy and gravelly outwash

Flooding: None

Shallowest depth to wet zone: 2.5 feet (April)

Deepest depth to wet zone: 5.5 feet (February, August)

Ponding: None

Available water capacity to a depth of 60 inches: 4.2 inches

Content of organic matter in the upper 10 inches: 1.6 percent

Typical profile:

A—0 to 3 inches; sandy loam

E—3 to 4 inches; sandy loam

Bs1—4 to 16 inches; sandy loam

2Bs2—16 to 19 inches; loamy coarse sand

2C—19 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Pence soils

Extent: 0 to 15 percent of the mapped areas

Wormet soils

Extent: 0 to 10 percent of the mapped areas

Sayner soils

Extent: 0 to 5 percent of the mapped areas

Worcester soils

Extent: 0 to 5 percent of the mapped areas

521A—Dody muck, 0 to 2 percent slopes

Component Description

Dody and similar soils

Extent: 70 to 100 percent of the mapped areas

Geomorphic setting: Drainageways and depressions on lake plains

Slope range: 0 to 2 percent

Depth to restrictive layer(s): More than 80 inches
Washburn County, Wisconsin 81

Drainage class: Very poorly drained

Parent material: Mantle of sandy outwash or sandy lacustrine deposits over clayey

lacustrine deposits underlain by sandy outwash or sandy lacustrine deposits

Flooding: None

Shallowest depth to wet zone: At the surface (March, April, May, November,

December)

Deepest depth to wet zone: 2.5 feet (August, September)

Months in which ponding does not occur: January, February, March, June, July,

August, September, December

Deepest ponding: 0.5 foot (April, May, October, November)

Available water capacity to a depth of 60 inches: 5.8 inches

Content of organic matter in the upper 10 inches: 11.5 percent

Typical profile:

Oa—0 to 3 inches; muck

Eg—3 to 9 inches; sand

Bw—9 to 20 inches; fine sand

Bg—20 to 23 inches; loamy sand

2Btg—23 to 47 inches; clay

3C1—47 to 58 inches; loamy sand

3C2—58 to 80 inches; sand

Minor Dissimilar Components

Chelmo soils

Extent: 0 to 15 percent of the mapped areas

Meenon soils

Extent: 0 to 10 percent of the mapped areas

Markey soils

Extent: 0 to 5 percent of the mapped areas

524E—Rock outcrop-Frogcreek-Metonga complex, 2 to 45

percent slopes, very stony

Component Description

Rock outcrop

Extent: 15 to 60 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Summits and shoulders

Slope range: 2 to 45 percent

Flooding: None

Ponding: None

Frogcreek and similar soils

Extent: 15 to 40 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Backslopes

Slope range: 2 to 15 percent

Depth to restrictive layer(s): 40 to 60 inches to dense material

Drainage class: Moderately well drained

Parent material: Mantle of loess or silty alluvium and loamy alluvium underlain by

dense sandy till

Flooding: None
82 Soil Survey of

Shallowest depth to wet zone: 1.0 foot (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, June, July, August,

September)

Ponding: None

Available water capacity to a depth of 60 inches: 7.4 inches

Content of organic matter in the upper 10 inches: 2.1 percent

Typical profile:

A—0 to 4 inches; silt loam

E—4 to 13 inches; silt loam

2B/E—13 to 19 inches; loam

2Bt1—19 to 32 inches; sandy loam

2Bt2—32 to 46 inches; gravelly sandy loam

3Cd—46 to 80 inches; gravelly loamy sand

Metonga and similar soils

Extent: 10 to 30 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Shoulders and backslopes

Slope range: 15 to 45 percent

Depth to restrictive layer(s): 20 to 40 inches to lithic bedrock

Drainage class: Well drained

Parent material: Silty or loamy eolian mantle and in underlying loamy till underlain by

igneous or metamorphic bedrock

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.2 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

A—0 to 3 inches; silt loam

E—3 to 4 inches; very fine sandy loam

Bs—4 to 25 inches; very fine sandy loam

2Bw—25 to 28 inches; sandy loam

3R—28 to 80 inches; unweathered bedrock

Minor Dissimilar Components

Magroc soils

Extent: 0 to 15 percent of the mapped areas

Stanberry soils

Extent: 0 to 15 percent of the mapped areas

Stinnett soils

Extent: 0 to 15 percent of the mapped areas

542B—Haugen, very stony-Haugen complex, 2 to 6

percent slopes

Component Description

Haugen, very stony, and similar soils

Extent: 5 to 75 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Footslopes and summits

Slope range: 2 to 6 percent

Depth to restrictive layer(s): 60 to 80 inches to dense material
Washburn County, Wisconsin 83

Drainage class: Moderately well drained

Parent material: Sandy loam till or mudflow sediments

Flooding: None

Shallowest depth to wet zone: 2.0 feet (March, April)

Deepest depth to wet zone: More than 6.7 feet (January, February, July, August,

September, October)

Ponding: None

Available water capacity to a depth of 60 inches: 6.5 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

A—0 to 4 inches; sandy loam

Bw1—4 to 15 inches; sandy loam

Bw2—15 to 23 inches; gravelly sandy loam

E/B—23 to 35 inches; gravelly sandy loam

B/E—35 to 49 inches; sandy loam

Bt—49 to 79 inches; gravelly sandy loam

Cd—79 to 80 inches; gravelly sandy loam

Haugen and similar soils

Extent: 5 to 75 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Footslopes and summits

Slope range: 2 to 6 percent

Depth to restrictive layer(s): 60 to 80 inches to dense material

Drainage class: Moderately well drained

Parent material: Sandy loam till or mudflow sediments

Flooding: None

Shallowest depth to wet zone: 2.0 feet (March, April)

Deepest depth to wet zone: More than 6.7 feet (January, February, July, August,

September, October)

Ponding: None

Available water capacity to a depth of 60 inches: 6.5 inches

Content of organic matter in the upper 10 inches: 1.6 percent

Typical profile:

Ap—0 to 7 inches; sandy loam

Bw1—7 to 15 inches; sandy loam

Bw2—15 to 23 inches; gravelly sandy loam

E/B—23 to 35 inches; gravelly sandy loam

B/E—35 to 49 inches; sandy loam

Bt—49 to 79 inches; gravelly sandy loam

Cd—79 to 80 inches; gravelly sandy loam

Minor Dissimilar Components

Freeon, very stony, soils

Extent: 0 to 15 percent of the mapped areas

Freeon soils

Extent: 0 to 15 percent of the mapped areas

Glendenning, very stony, soils

Extent: 0 to 10 percent of the mapped areas

Glendenning soils

Extent: 0 to 10 percent of the mapped areas

Capitola soils

Extent: 0 to 10 percent of the mapped areas
84 Soil Survey of

Scott Lake soils

Extent: 0 to 5 percent of the mapped areas

542C—Haugen, very stony-Haugen complex, 6 to 12

percent slopes

Component Description

Haugen, very stony, and similar soils

Extent: 5 to 75 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Depth to restrictive layer(s): 60 to 80 inches to dense material

Drainage class: Moderately well drained

Parent material: Sandy loam till or mudflow sediments

Flooding: None

Shallowest depth to wet zone: 2.0 feet (March, April)

Deepest depth to wet zone: More than 6.7 feet (January, February, July, August,

September, October)

Ponding: None

Available water capacity to a depth of 60 inches: 6.5 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

A—0 to 4 inches; sandy loam

Bw1—4 to 15 inches; sandy loam

Bw2—15 to 23 inches; gravelly sandy loam

E/B—23 to 35 inches; gravelly sandy loam

B/E—35 to 49 inches; sandy loam

Bt—49 to 79 inches; gravelly sandy loam

Cd—79 to 80 inches; gravelly sandy loam

Haugen and similar soils

Extent: 5 to 75 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Depth to restrictive layer(s): 60 to 80 inches to dense material

Drainage class: Moderately well drained

Parent material: Sandy loam till or mudflow sediments

Flooding: None

Shallowest depth to wet zone: 2.0 feet (March, April)

Deepest depth to wet zone: More than 6.7 feet (January, February, July, August,

September, October)

Ponding: None

Available water capacity to a depth of 60 inches: 6.5 inches

Content of organic matter in the upper 10 inches: 1.6 percent

Typical profile:

Ap—0 to 7 inches; sandy loam

Bw1—7 to 15 inches; sandy loam

Bw2—15 to 23 inches; gravelly sandy loam

E/B—23 to 35 inches; gravelly sandy loam

B/E—35 to 49 inches; sandy loam
Washburn County, Wisconsin 85

Bt—49 to 79 inches; gravelly sandy loam

Cd—79 to 80 inches; gravelly sandy loam

Minor Dissimilar Components

Amery, very stony, soils

Extent: 0 to 10 percent of the mapped areas

Amery soils

Extent: 0 to 10 percent of the mapped areas

Freeon, very stony, soils

Extent: 0 to 10 percent of the mapped areas

Freeon soils

Extent: 0 to 10 percent of the mapped areas

Crystal Lake soils

Extent: 0 to 5 percent of the mapped areas

Glendenning, very stony, soils

Extent: 0 to 5 percent of the mapped areas

Glendenning soils

Extent: 0 to 5 percent of the mapped areas

Capitola soils

Extent: 0 to 5 percent of the mapped areas

543B—Anigon silt loam, 2 to 6 percent slopes

Component Description

Anigon and similar soils

Extent: 70 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Summits

Slope range: 2 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Loess or silty alluvium underlain by stratified sandy and gravelly

outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 7.8 inches

Content of organic matter in the upper 10 inches: 2.0 percent

Typical profile:

Ap—0 to 10 inches; silt loam

E—10 to 14 inches; silt loam

B/E—14 to 20 inches; silt loam

Bt1—20 to 30 inches; silt loam

2Bt2—30 to 34 inches; sandy loam

3C—34 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Brill soils

Extent: 0 to 15 percent of the mapped areas
86 Soil Survey of

Rosholt soils

Extent: 0 to 10 percent of the mapped areas

Poskin soils

Extent: 0 to 5 percent of the mapped areas

543C2—Anigon silt loam, 6 to 12 percent slopes, eroded

Component Description

Anigon and similar soils

Extent: 70 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Backslopes and shoulders

Slope range: 6 to 12 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Loess or silty alluvium underlain by stratified sandy and gravelly

outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 7.8 inches

Content of organic matter in the upper 10 inches: 2.0 percent

Typical profile:

Ap—0 to 10 inches; silt loam

E—10 to 14 inches; silt loam

B/E—14 to 20 inches; silt loam

Bt1—20 to 30 inches; silt loam

2Bt2—30 to 34 inches; sandy loam

3C—34 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Rosholt soils

Extent: 0 to 15 percent of the mapped areas

Brill soils

Extent: 0 to 10 percent of the mapped areas

544F—Menahga and Mahtomedi soils, 30 to 45 percent

slopes

Component Description

Menahga and similar soils

Extent: 0 to 100 percent of the mapped areas

Geomorphic setting: Stream terraces; outwash plains

Position on the landform: Shoulders and backslopes

Slope range: 30 to 45 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year
Washburn County, Wisconsin 87

Ponding: None

Available water capacity to a depth of 60 inches: 3.8 inches

Content of organic matter in the upper 10 inches: 0.3 percent

Typical profile:

Oi—0 to 1 inch; slightly decomposed plant material

A—1 to 2 inches; sand

Bw—2 to 25 inches; sand

C—25 to 80 inches; sand

Mahtomedi and similar soils

Extent: 0 to 100 percent of the mapped areas

Geomorphic setting: Stream terraces; outwash plains

Position on the landform: Shoulders and backslopes

Slope range: 30 to 45 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 2.7 inches

Content of organic matter in the upper 10 inches: 0.5 percent

Typical profile:

A—0 to 5 inches; loamy sand

E—5 to 8 inches; sand

Bw1—8 to 15 inches; gravelly coarse sand

Bw2—15 to 30 inches; gravelly sand

C—30 to 60 inches; gravelly sand

Minor Dissimilar Components

Graycalm soils

Extent: 0 to 15 percent of the mapped areas

Grettum soils

Extent: 0 to 10 percent of the mapped areas

555A—Fordum silt loam, 0 to 2 percent slopes, frequently

flooded

Component Description

Fordum and similar soils

Extent: 75 to 100 percent of the mapped areas

Geomorphic setting: Flood plains

Slope range: 0 to 2 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Poorly drained

Parent material: Silty or loamy alluvium underlain by sandy and gravelly alluvium

Lowest frequency of flooding (if it occurs): Rare (January, February, July, August,

December)

Highest frequency of flooding: Frequent (April, May)

Shallowest depth to wet zone: At the surface (April, May, November)

Deepest depth to wet zone: 2.5 feet (February, August)

Months in which ponding does not occur: January, February, March, June, July,

August, September, October, November, December
88 Soil Survey of

Deepest ponding: 0.5 foot (April, May)

Available water capacity to a depth of 60 inches: 7.2 inches

Content of organic matter in the upper 10 inches: 7.4 percent

Typical profile:

A—0 to 6 inches; silt loam

Cg1—6 to 18 inches; silt loam

Cg2—18 to 30 inches; fine sandy loam

2Cg—30 to 60 inches; sand

Minor Dissimilar Components

Somewhat poorly drained soils

Extent: 0 to 15 percent of the mapped areas

Bowstring soils

Extent: 0 to 10 percent of the mapped areas

Moppet soils

Extent: 0 to 5 percent of the mapped areas

574B—Sayner loamy sand, 0 to 6 percent slopes

Component Description

Sayner and similar soils

Extent: 75 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; eskers; outwash terraces

Position on the landform: Summits

Slope range: 0 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Stratified sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.1 inches

Content of organic matter in the upper 10 inches: 1.4 percent

Typical profile:

A—0 to 2 inches; loamy sand

E—2 to 4 inches; loamy sand

Bs1—4 to 7 inches; loamy sand

Bs2—7 to 14 inches; sand

BC—14 to 22 inches; gravelly sand

C—22 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Pence soils

Extent: 0 to 10 percent of the mapped areas

Rubicon soils

Extent: 0 to 10 percent of the mapped areas

Moderately well drained soils

Extent: 0 to 10 percent of the mapped areas
Washburn County, Wisconsin 89

574C—Sayner loamy sand, 6 to 15 percent slopes

Component Description

Sayner and similar soils

Extent: 85 to 100 percent of the mapped areas

Geomorphic setting: Eskers; outwash plains

Position on the landform: Shoulders and backslopes

Slope range: 6 to 15 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Stratified sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.1 inches

Content of organic matter in the upper 10 inches: 1.4 percent

Typical profile:

A—0 to 2 inches; loamy sand

E—2 to 4 inches; loamy sand

Bs1—4 to 7 inches; loamy sand

Bs2—7 to 14 inches; sand

BC—14 to 22 inches; gravelly sand

C—22 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Pence soils

Extent: 0 to 10 percent of the mapped areas

Rubicon soils

Extent: 0 to 10 percent of the mapped areas

574E—Sayner loamy sand, 15 to 45 percent slopes

Component Description

Sayner and similar soils

Extent: 85 to 100 percent of the mapped areas

Geomorphic setting: Eskers; outwash plains

Position on the landform: Shoulders and backslopes

Slope range: 15 to 45 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Excessively drained

Parent material: Stratified sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.1 inches

Content of organic matter in the upper 10 inches: 1.4 percent

Typical profile:

A—0 to 2 inches; loamy sand

E—2 to 4 inches; loamy sand

Bs1—4 to 7 inches; loamy sand
90 Soil Survey of

Bs2—7 to 14 inches; sand

BC—14 to 22 inches; gravelly sand

C—22 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Pence soils

Extent: 0 to 10 percent of the mapped areas

Rubicon soils

Extent: 0 to 10 percent of the mapped areas

579B—Parkfalls sandy loam, 0 to 4 percent slopes, very

stony

Component Description

Parkfalls and similar soils

Extent: 75 to 100 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Footslopes

Slope range: 0 to 4 percent

Depth to restrictive layer(s): 30 to 50 inches to dense material

Drainage class: Somewhat poorly drained

Parent material: Loamy alluvium underlain by dense sandy till

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: More than 6.7 feet (July, August)

Ponding: None

Available water capacity to a depth of 60 inches: 4.9 inches

Content of organic matter in the upper 10 inches: 1.4 percent

Typical profile:

A—0 to 5 inches; sandy loam

E—5 to 8 inches; sandy loam

Bs—8 to 17 inches; sandy loam

E/B—17 to 30 inches; sandy loam

Bt—30 to 33 inches; sandy loam

BCd—33 to 48 inches; sandy loam

2Cd—48 to 80 inches; loamy sand

Minor Dissimilar Components

Wozny soils

Extent: 0 to 10 percent of the mapped areas

Stanberry soils

Extent: 0 to 10 percent of the mapped areas

Stinnett soils

Extent: 0 to 5 percent of the mapped areas

600A—Haplosaprists and Psammaquents, 0 to 2 percent

slopes

Component Description

Haplosaprists and similar soils

Extent: 0 to 100 percent of the mapped areas
Washburn County, Wisconsin 91

Slope range: 0 to 1 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Flooding: None

Wet zone: At the surface all year

Ponding depth: 1.0 foot all year

General description: Haplosaprists are areas of very poorly drained organic soils that

have been altered for use as cranberry beds. The alterations include excavating

the organic material, filling with sand, and constructing ditches and dikes.

Psammaquents and similar soils

Extent: 0 to 100 percent of the mapped areas

Slope range: 0 to 2 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Flooding: None

Wet zone: At the surface all year

Ponding depth: 1.0 foot all year

General description: Psammaquents are areas of poorly drained and very poorly

drained sandy soils that have been altered for use as cranberry beds. The

alterations include land leveling and constructing ditches and dikes.

Minor Dissimilar Components

Dikes

Extent: 0 to 15 percent of the mapped areas

Poorly drained and very poorly drained loamy soils

Extent: 0 to 5 percent of the mapped areas

615B—Cress sandy loam, 0 to 6 percent slopes

Component Description

Cress and similar soils

Extent: 55 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Summits

Slope range: 0 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained

Parent material: Loamy alluvium underlain by stratified sandy and gravelly

outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 0.9 percent

Typical profile:

A—0 to 3 inches; sandy loam

Bw1—3 to 15 inches; sandy loam

2Bw2—15 to 31 inches; loamy sand

2Bw3—31 to 36 inches; gravelly loamy sand

2C—36 to 60 inches; stratified sand to very gravelly coarse sand
92 Soil Survey of

Minor Dissimilar Components

Chetek soils

Extent: 0 to 15 percent of the mapped areas

Menahga soils

Extent: 0 to 10 percent of the mapped areas

Mahtomedi soils

Extent: 0 to 10 percent of the mapped areas

Slimlake soils

Extent: 0 to 5 percent of the mapped areas

Rosholt soils

Extent: 0 to 5 percent of the mapped areas

615C—Cress sandy loam, 6 to 12 percent slopes

Component Description

Cress and similar soils

Extent: 55 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained

Parent material: Loamy alluvium underlain by stratified sandy and gravelly

outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 0.9 percent

Typical profile:

A—0 to 3 inches; sandy loam

Bw1—3 to 15 inches; sandy loam

2Bw2—15 to 31 inches; loamy sand

2Bw3—31 to 36 inches; gravelly loamy sand

2C—36 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Chetek soils

Extent: 0 to 15 percent of the mapped areas

Menahga soils

Extent: 0 to 15 percent of the mapped areas

Mahtomedi soils

Extent: 0 to 10 percent of the mapped areas

Rosholt soils

Extent: 0 to 5 percent of the mapped areas
Washburn County, Wisconsin 93

615D—Cress sandy loam, 12 to 30 percent slopes

Component Description

Cress and similar soils

Extent: 55 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Shoulders and backslopes

Slope range: 12 to 30 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained

Parent material: Loamy alluvium underlain by stratified sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 0.9 percent

Typical profile:

A—0 to 3 inches; sandy loam

Bw1—3 to 15 inches; sandy loam

2Bw2—15 to 31 inches; loamy sand

2Bw3—31 to 36 inches; gravelly loamy sand

2C—36 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Chetek soils

Extent: 0 to 15 percent of the mapped areas

Menahga soils

Extent: 0 to 15 percent of the mapped areas

Mahtomedi soils

Extent: 0 to 10 percent of the mapped areas

Rosholt soils

Extent: 0 to 5 percent of the mapped areas

623A—Capitola muck, 0 to 2 percent slopes, very stony

Component Description

Capitola and similar soils

Extent: 65 to 100 percent of the mapped areas

Geomorphic setting: Depressions and drainageways on moraines

Slope range: 0 to 2 percent

Depth to restrictive layer(s): 20 to 40 inches to dense material

Drainage class: Very poorly drained

Parent material: Silty or loamy alluvium underlain by dense loamy till

Flooding: None

Shallowest depth to wet zone: At the surface (April, May, November)

Deepest depth to wet zone: More than 6.7 feet (July, August)

Months in which ponding does not occur: January, February, March, June, July,

August, September, October, November, December

Deepest ponding: 0.5 foot (April, May)
94 Soil Survey of

Available water capacity to a depth of 60 inches: 7.5 inches

Content of organic matter in the upper 10 inches: 35.3 percent

Typical profile:

Oa—0 to 5 inches; muck

A—5 to 7 inches; silt loam

Bg—7 to 22 inches; silt loam

2Btg—22 to 33 inches; sandy loam

2Cd—33 to 60 inches; sandy loam

Minor Dissimilar Components

Cathro soils

Extent: 0 to 15 percent of the mapped areas

Pesabic soils

Extent: 0 to 10 percent of the mapped areas

Beseman soils

Extent: 0 to 5 percent of the mapped areas

Magnor soils

Extent: 0 to 5 percent of the mapped areas

Capitola soils that are flooded for brief periods

Extent: 0 to 5 percent of the mapped areas

Cebana soils

Extent: 0 to 5 percent of the mapped areas

624A—Ossmer silt loam, 0 to 3 percent slopes

Component Description

Ossmer and similar soils

Extent: 70 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Footslopes

Slope range: 0 to 3 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat poorly drained

Parent material: Loess or silty alluvium underlain by sandy and gravelly outwash

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: 4.0 feet (February, August)

Ponding: None

Available water capacity to a depth of 60 inches: 7.9 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

A—0 to 4 inches; silt loam

E—4 to 6 inches; silt loam

E/B—6 to 11 inches; silt loam

B/E—11 to 26 inches; silt loam

2Bt1—26 to 34 inches; loam

2Bt2—34 to 38 inches; sandy loam

3C—38 to 60 inches; stratified sand to very gravelly coarse sand
Washburn County, Wisconsin 95

Minor Dissimilar Components

Billyboy soils

Extent: 0 to 10 percent of the mapped areas

Annriver soils

Extent: 0 to 10 percent of the mapped areas

Maincreek soils

Extent: 0 to 10 percent of the mapped areas

Sconsin soils

Extent: 0 to 5 percent of the mapped areas

632A—Aftad fine sandy loam, 0 to 2 percent slopes

Component Description

Aftad and similar soils

Extent: 70 to 100 percent of the mapped areas

Geomorphic setting: Lake plains; stream terraces

Position on the landform: Summits

Slope range: 0 to 2 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Mostly loamy lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 2.0 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, March, August,

September, October, December)

Ponding: None

Available water capacity to a depth of 60 inches: 9.3 inches

Content of organic matter in the upper 10 inches: 2.0 percent

Typical profile:

Ap—0 to 10 inches; fine sandy loam

E/B—10 to 29 inches; fine sandy loam

B/E—29 to 36 inches; fine sandy loam

Bt—36 to 41 inches; fine sandy loam

C—41 to 60 inches; stratified fine sand to silt

Minor Dissimilar Components

Plover soils

Extent: 0 to 15 percent of the mapped areas

Comstock soils

Extent: 0 to 10 percent of the mapped areas

Scott Lake soils

Extent: 0 to 5 percent of the mapped areas

632B—Aftad fine sandy loam, 2 to 6 percent slopes

Component Description

Aftad and similar soils

Extent: 75 to 100 percent of the mapped areas
96 Soil Survey of

Geomorphic setting: Lake plains; stream terraces

Position on the landform: Summits

Slope range: 2 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Mostly loamy lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 2.0 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, March, August,

September, October, December)

Ponding: None

Available water capacity to a depth of 60 inches: 9.3 inches

Content of organic matter in the upper 10 inches: 2.0 percent

Typical profile:

Ap—0 to 10 inches; fine sandy loam

E/B—10 to 29 inches; fine sandy loam

B/E—29 to 36 inches; fine sandy loam

Bt—36 to 41 inches; fine sandy loam

C—41 to 60 inches; stratified fine sand to silt

Minor Dissimilar Components

Plover soils

Extent: 0 to 15 percent of the mapped areas

Scott Lake soils

Extent: 0 to 5 percent of the mapped areas

Crystal Lake soils

Extent: 0 to 5 percent of the mapped areas

632C—Aftad fine sandy loam, 6 to 12 percent slopes

Component Description

Aftad and similar soils

Extent: 75 to 100 percent of the mapped areas

Geomorphic setting: Lake plains; stream terraces

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Mostly loamy lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 2.0 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, March, August,

September, October, November, December)

Ponding: None

Available water capacity to a depth of 60 inches: 9.3 inches

Content of organic matter in the upper 10 inches: 2.0 percent

Typical profile:

Ap—0 to 10 inches; fine sandy loam

E/B—10 to 29 inches; fine sandy loam

B/E—29 to 36 inches; fine sandy loam

Bt—36 to 41 inches; fine sandy loam

C—41 to 60 inches; stratified fine sand to silt
Washburn County, Wisconsin 97

Minor Dissimilar Components

Crystal Lake soils

Extent: 0 to 15 percent of the mapped areas

Scott Lake soils

Extent: 0 to 5 percent of the mapped areas

Plover soils

Extent: 0 to 5 percent of the mapped areas

633F—Pence and Padus soils, 30 to 45 percent slopes

Component Description

Pence and similar soils

Extent: 0 to 100 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Backslopes and shoulders

Slope range: 30 to 45 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained

Parent material: Loamy alluvium underlain by sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.0 inches

Content of organic matter in the upper 10 inches: 1.3 percent

Typical profile:

A—0 to 3 inches; sandy loam

E—3 to 8 inches; sandy loam

Bs—8 to 15 inches; gravelly sandy loam

2BC—15 to 21 inches; gravelly coarse sand

2C—21 to 60 inches; stratified sand to very gravelly coarse sand

Padus and similar soils

Extent: 0 to 100 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Backslopes and shoulders

Slope range: 30 to 45 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Loamy alluvium underlain by sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 6.0 inches

Content of organic matter in the upper 10 inches: 1.5 percent

Typical profile:

A—0 to 2 inches; sandy loam

E—2 to 3 inches; sandy loam

Bs—3 to 19 inches; sandy loam

E/B—19 to 26 inches; sandy loam

B/E—26 to 38 inches; sandy loam

2C—38 to 60 inches; stratified sand to very gravelly coarse sand
98 Soil Survey of

Minor Dissimilar Components

Sayner soils

Extent: 0 to 10 percent of the mapped areas

648B—Sconsin silt loam, 1 to 6 percent slopes

Component Description

Sconsin and similar soils

Extent: 65 to 100 percent of the mapped areas

Geomorphic setting: Outwash terraces; stream terraces; outwash plains

Position on the landform: Summits

Slope range: 1 to 6 percent

Depth to restrictive layer(s): 20 to 38 inches to dense material

Drainage class: Moderately well drained

Parent material: Loess or silty alluvium underlain by sandy and gravelly outwash

Flooding: None

Shallowest depth to wet zone: 1.5 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, March, May, June,

July, August, September, October, November, December)

Ponding: None

Available water capacity to a depth of 60 inches: 7.9 inches

Content of organic matter in the upper 10 inches: 1.5 percent

Typical profile:

A—0 to 4 inches; silt loam

E—4 to 5 inches; silt loam

Bw—5 to 10 inches; silt loam

E ́—10 to 18 inches; silt loam

E/B—18 to 27 inches; silt loam

2B/E—27 to 34 inches; loam

2BCd—34 to 38 inches; sandy loam

3C—38 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Antigo soils

Extent: 0 to 15 percent of the mapped areas

Maincreek soils

Extent: 0 to 15 percent of the mapped areas

Billyboy soils

Extent: 0 to 5 percent of the mapped areas

Ossmer soils

Extent: 0 to 5 percent of the mapped areas

670C—Keweenaw-Pence complex, 6 to 15 percent slopes,

stony

Component Description

Keweenaw and similar soils

Extent: 30 to 75 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Shoulders and backslopes
Washburn County, Wisconsin 99

Slope range: 6 to 15 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Sandy till

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.8 inches

Content of organic matter in the upper 10 inches: 0.6 percent

Typical profile:

A—0 to 2 inches; sandy loam

E—2 to 4 inches; sandy loam

Bs1,Bs2—4 to 16 inches; sandy loam

Bs3—16 to 20 inches; loamy sand

E ́—20 to 27 inches; loamy sand

E/B—27 to 43 inches; sand

B/E—43 to 75 inches; loamy sand

C—75 to 80 inches; loamy sand

Pence and similar soils

Extent: 25 to 40 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Shoulders and backslopes

Slope range: 6 to 15 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained

Parent material: Mostly loamy alluvium underlain by stratified sandy and gravelly

outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.0 inches

Content of organic matter in the upper 10 inches: 1.3 percent

Typical profile:

A—0 to 3 inches; sandy loam

E—3 to 8 inches; sandy loam

Bs—8 to 15 inches; gravelly sandy loam

2BC—15 to 21 inches; gravelly coarse sand

2C—21 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Padus soils

Extent: 0 to 15 percent of the mapped areas

Sayner soils

Extent: 0 to 15 percent of the mapped areas

670E—Keweenaw-Pence complex, 15 to 45 percent

slopes, stony

Component Description

Keweenaw and similar soils

Extent: 35 to 75 percent of the mapped areas

Geomorphic setting: Disintegration moraines
100 Soil Survey of

Position on the landform: Shoulders and backslopes

Slope range: 15 to 45 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Sandy till

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.8 inches

Content of organic matter in the upper 10 inches: 0.6 percent

Typical profile:

A—0 to 2 inches; sandy loam

E—2 to 4 inches; sandy loam

Bs1,Bs2—4 to 16 inches; sandy loam

Bs3—16 to 20 inches; loamy sand

E ́—20 to 27 inches; loamy sand

E/B—27 to 43 inches; sand

B/E—43 to 75 inches; loamy sand

C—75 to 80 inches; loamy sand

Pence and similar soils

Extent: 25 to 35 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Shoulders and backslopes

Slope range: 15 to 45 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained

Parent material: Mostly loamy alluvium underlain by stratified sandy and gravelly

outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.0 inches

Content of organic matter in the upper 10 inches: 1.3 percent

Typical profile:

A—0 to 3 inches; sandy loam

E—3 to 8 inches; sandy loam

Bs—8 to 15 inches; gravelly sandy loam

2BC—15 to 21 inches; gravelly coarse sand

2C—21 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Padus soils

Extent: 0 to 15 percent of the mapped areas

Sayner soils

Extent: 0 to 15 percent of the mapped areas

671B—Spoonerhill, stony-Spoonerhill complex, 2 to 6

percent slopes

Component Description

Spoonerhill, stony, and similar soils

Extent: 5 to 95 percent of the mapped areas
Washburn County, Wisconsin 101

Geomorphic setting: Disintegration moraines

Position on the landform: Footslopes

Slope range: 2 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Thin mantle of loamy alluvium and sandy alluvium underlain by sandy

till

Flooding: None

Shallowest depth to wet zone: 2.0 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, March, June, July,

August, September, October, December)

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 1.0 percent

Typical profile:

A—0 to 3 inches; sandy loam

Bw1—3 to 12 inches; gravelly sandy loam

2Bw2—12 to 16 inches; gravelly loamy sand

2E/B—16 to 34 inches; loamy sand

2C1—34 to 46 inches; sand

2C2—46 to 80 inches; gravelly loamy sand

Spoonerhill and similar soils

Extent: 5 to 95 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Footslopes

Slope range: 2 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Thin mantle of loamy alluvium and sandy alluvium underlain by sandy

till

Flooding: None

Shallowest depth to wet zone: 2.0 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, March, June, July,

August, September, October, December)

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 1.0 percent

Typical profile:

A—0 to 3 inches; sandy loam

Bw1—3 to 12 inches; gravelly sandy loam

2Bw2—12 to 16 inches; gravelly loamy sand

2E/B—16 to 34 inches; loamy sand

2C1—34 to 46 inches; sand

2C2—46 to 80 inches; gravelly loamy sand

Minor Dissimilar Components

Fremstadt soils

Extent: 0 to 10 percent of the mapped areas

Slimlake soils

Extent: 0 to 10 percent of the mapped areas

Grettum soils

Extent: 0 to 5 percent of the mapped areas
102 Soil Survey of

Haugen soils

Extent: 0 to 5 percent of the mapped areas

Cress soils

Extent: 0 to 5 percent of the mapped areas

Glendenning soils

Extent: 0 to 5 percent of the mapped areas

680B—Stanberry-Pence complex, 2 to 6 percent slopes,

stony

Component Description

Stanberry, stony, and similar soils

Extent: 50 to 70 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Summits

Slope range: 2 to 6 percent

Depth to restrictive layer(s): 40 to 60 inches to dense material

Drainage class: Moderately well drained

Parent material: Loamy alluvium underlain by dense sandy till

Flooding: None

Shallowest depth to wet zone: 2.0 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, March, June, July,

August, September, October, December)

Ponding: None

Available water capacity to a depth of 60 inches: 6.1 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant material

E—1 to 3 inches; sandy loam

Bs—3 to 19 inches; sandy loam

E/B—19 to 24 inches; sandy loam

B/E—24 to 32 inches; sandy loam

2BC—32 to 42 inches; loamy sand

2Cd—42 to 80 inches; loamy sand

Pence, stony, and similar soils

Extent: 20 to 40 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Summits

Slope range: 2 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained

Parent material: Mostly loamy alluvium underlain by stratified sandy and gravelly

outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.0 inches

Content of organic matter in the upper 10 inches: 1.3 percent

Typical profile:

A—0 to 3 inches; sandy loam

E—3 to 8 inches; sandy loam

Bs—8 to 15 inches; gravelly sandy loam
Washburn County, Wisconsin 103

2BC—15 to 21 inches; gravelly coarse sand

2C—21 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Parkfalls soils that are stony

Extent: 0 to 10 percent of the mapped areas

Keweenaw soils that are stony

Extent: 0 to 5 percent of the mapped areas

683A—Tipler sandy loam, 0 to 3 percent slopes

Component Description

Tipler and similar soils

Extent: 80 to 100 percent of the mapped areas

Geomorphic setting: Stream terraces; outwash plains

Position on the landform: Footslopes

Slope range: 0 to 3 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Loamy alluvium underlain by sandy and gravelly outwash

Flooding: None

Shallowest depth to wet zone: 2.5 feet (April)

Deepest depth to wet zone: 5.5 feet (February, August)

Ponding: None

Available water capacity to a depth of 60 inches: 5.5 inches

Content of organic matter in the upper 10 inches: 1.7 percent

Typical profile:

A—0 to 3 inches; sandy loam

E—3 to 5 inches; sandy loam

Bs—5 to 19 inches; sandy loam

B/E—19 to 26 inches; sandy loam

Bt—26 to 33 inches; sandy loam

2C—33 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Padus soils

Extent: 0 to 10 percent of the mapped areas

Worcester soils

Extent: 0 to 10 percent of the mapped areas

706A—Winterfield-Totagatic complex, 0 to 2 percent

slopes, frequently flooded

Component Description

Winterfield and similar soils

Extent: 50 to 80 percent of the mapped areas

Geomorphic setting: Flood plains

Slope range: 1 to 2 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat poorly drained

Parent material: Sandy alluvium
104 Soil Survey of

Lowest frequency of flooding (if it occurs): Rare (January, February, December)

Highest frequency of flooding: Frequent (April)

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: 3.0 feet (September, October)

Ponding: None

Available water capacity to a depth of 60 inches: 5.0 inches

Content of organic matter in the upper 10 inches: 2.2 percent

Typical profile:

A—0 to 7 inches; very fine sandy loam

C—7 to 60 inches; sand

Totagatic and similar soils

Extent: 15 to 40 percent of the mapped areas

Geomorphic setting: Flood plains

Slope range: 0 to 2 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Poorly drained

Parent material: Mostly sandy alluvium

Lowest frequency of flooding (if it occurs): Rare (January, February, July, August,

December)

Highest frequency of flooding: Frequent (April, May)

Shallowest depth to wet zone: At the surface (May, November, December)

Deepest depth to wet zone: More than 6.7 feet (April)

Months in which ponding does not occur: January, February, March, June, July,

August, September, October, November, December

Deepest ponding: 0.5 foot (April, May)

Available water capacity to a depth of 60 inches: 4.4 inches

Content of organic matter in the upper 10 inches: 0.8 percent

Typical profile:

A—0 to 4 inches; fine sandy loam

Bw1—4 to 8 inches; loamy fine sand

Bw2—8 to 17 inches; fine sand

Cg1—17 to 28 inches; fine sand

Cg2—28 to 46 inches; sand

C—46 to 70 inches; sand

C ́g—70 to 80 inches; sand

Minor Dissimilar Components

Bowstring soils

Extent: 0 to 10 percent of the mapped areas

Moquah soils

Extent: 0 to 10 percent of the mapped areas

Pelkie soils

Extent: 0 to 5 percent of the mapped areas

724A—Rib-Rock outcrop complex, 0 to 2 percent slopes

Component Description

Rib and similar soils

Extent: 40 to 90 percent of the mapped areas

Geomorphic setting: Drainageways on disintegration moraines

Slope range: 0 to 2 percent

Depth to restrictive layer(s): More than 80 inches
Washburn County, Wisconsin 105

Drainage class: Poorly drained

Parent material: Silty alluvium over loamy alluvium underlain by stratified sandy and

gravelly outwash

Flooding: None

Shallowest depth to wet zone: At the surface (April, May, November)

Deepest depth to wet zone: 2.5 feet (February, August)

Months in which ponding does not occur: January, February, March, June, July,

August, September, October, November, December

Deepest ponding: 0.5 foot (April, May)

Available water capacity to a depth of 60 inches: 8.3 inches

Content of organic matter in the upper 10 inches: 4.8 percent

Typical profile:

A—0 to 7 inches; silt loam

Eg—7 to 10 inches; silt loam

Btg—10 to 32 inches; silt loam

2Btg—32 to 35 inches; loam

3BC—35 to 37 inches; gravelly loamy sand

3C—37 to 60 inches; stratified sand to very gravelly coarse sand

Rock outcrop

Extent: 3 to 15 percent of the mapped areas

Geomorphic setting: Drainageways on disintegration moraines

Minor Dissimilar Components

Barronett soils

Extent: 0 to 15 percent of the mapped areas

Poskin soils

Extent: 0 to 15 percent of the mapped areas

Cathro soils

Extent: 0 to 10 percent of the mapped areas

Magroc soils

Extent: 0 to 10 percent of the mapped areas

726B—Sissabagama loamy sand, 0 to 6 percent slopes

Component Description

Sissabagama and similar soils

Extent: 75 to 100 percent of the mapped areas

Geomorphic setting: Lake plains

Position on the landform: Summits

Slope range: 0 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Sandy deposits underlain by stratified sandy and loamy lacustrine

deposits

Flooding: None

Shallowest depth to wet zone: 2.5 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, March, August,

September, October, December)

Ponding: None

Available water capacity to a depth of 60 inches: 5.7 inches

Content of organic matter in the upper 10 inches: 2.0 percent
106 Soil Survey of

Typical profile:

Ap—0 to 10 inches; loamy sand

Bw—10 to 31 inches; sand

E&Bt—31 to 45 inches; sand

2C—45 to 80 inches; stratified very fine sand to silt

Minor Dissimilar Components

Grettum soils

Extent: 0 to 15 percent of the mapped areas

Wurtsmith soils

Extent: 0 to 5 percent of the mapped areas

Perida soils

Extent: 0 to 5 percent of the mapped areas

733A—Wozny muck, 0 to 2 percent slopes, very stony

Component Description

Wozny and similar soils

Extent: 70 to 100 percent of the mapped areas

Geomorphic setting: Drainageways and depressions on disintegration moraines

Slope range: 0 to 2 percent

Depth to restrictive layer(s): 40 to 60 inches to dense material

Drainage class: Very poorly drained

Parent material: Loess or silty alluvium and loamy alluvium underlain by dense sandy

till

Flooding: None

Shallowest depth to wet zone: At the surface (April, May, November)

Deepest depth to wet zone: More than 6.7 feet (August)

Months in which ponding does not occur: January, February, March, June, July,

August, September, October, December

Deepest ponding: 0.5 foot (April, May, November)

Available water capacity to a depth of 60 inches: 10.6 inches

Content of organic matter in the upper 10 inches: 21.3 percent

Typical profile:

Oa—0 to 3 inches; muck

Eg—3 to 17 inches; silt loam

Btg—17 to 37 inches; silt loam

2C—37 to 56 inches; stratified sandy loam to gravelly loam

3Cd—56 to 80 inches; loamy sand

Minor Dissimilar Components

Cathro soils

Extent: 0 to 15 percent of the mapped areas

Parkfalls soils

Extent: 0 to 10 percent of the mapped areas

Stinnett soils

Extent: 0 to 10 percent of the mapped areas
Washburn County, Wisconsin 107

771A—Lenroot loamy sand, 0 to 3 percent slopes

Component Description

Lenroot and similar soils

Extent: 75 to 95 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Footslopes

Slope range: 0 to 3 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Sandy and gravelly outwash

Flooding: None

Shallowest depth to wet zone: 2.0 feet (April)

Deepest depth to wet zone: 5.0 feet (February, August)

Ponding: None

Available water capacity to a depth of 60 inches: 2.8 inches

Content of organic matter in the upper 10 inches: 0.5 percent

Typical profile:

A—0 to 4 inches; loamy sand

Bw1—4 to 8 inches; loamy sand

Bw2—8 to 14 inches; loamy coarse sand

BC—14 to 21 inches; gravelly coarse sand

C—21 to 80 inches; stratified coarse sand to gravelly coarse sand

Minor Dissimilar Components

Mahtomedi soils

Extent: 5 to 15 percent of the mapped areas

Meehan soils

Extent: 0 to 10 percent of the mapped areas

827A—Scoba sandy loam, 0 to 3 percent slopes

Component Description

Scoba and similar soils

Extent: 70 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces; lake plains

Position on the landform: Summits

Slope range: 0 to 3 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Loamy alluvium underlain by stratified sandy and gravelly outwash

Flooding: None

Shallowest depth to wet zone: 2.0 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, July, August,

September, October, November, December)

Ponding: None

Available water capacity to a depth of 60 inches: 4.8 inches

Content of organic matter in the upper 10 inches: 2.3 percent

Typical profile:

Ap—0 to 9 inches; sandy loam
108 Soil Survey of

E/B—9 to 16 inches; sandy loam

B/E—16 to 20 inches; sandy loam

Bt—20 to 26 inches; sandy loam

2Bt—26 to 31 inches; loamy sand

2C—31 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Rosholt soils

Extent: 0 to 15 percent of the mapped areas

Aftad soils

Extent: 0 to 10 percent of the mapped areas

Plover soils

Extent: 0 to 5 percent of the mapped areas

Oesterle soils

Extent: 0 to 5 percent of the mapped areas

853C—Frogcreek-Stinnett-Wozny complex, 0 to 15

percent slopes, very stony

Component Description

Frogcreek and similar soils

Extent: 35 to 70 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Shoulders and backslopes

Slope range: 2 to 15 percent

Depth to restrictive layer(s): 40 to 60 inches to dense material

Drainage class: Moderately well drained

Parent material: Mantle of loess or silty alluvium and loamy alluvium underlain by

dense sandy till

Flooding: None

Shallowest depth to wet zone: 1.0 foot (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, June, July, August,

September)

Ponding: None

Available water capacity to a depth of 60 inches: 7.4 inches

Content of organic matter in the upper 10 inches: 2.1 percent

Typical profile:

A—0 to 4 inches; silt loam

E—4 to 13 inches; silt loam

2B/E—13 to 19 inches; loam

2Bt1—19 to 32 inches; sandy loam

2Bt2—32 to 46 inches; gravelly sandy loam

3Cd—46 to 80 inches; gravelly loamy sand

Stinnett and similar soils

Extent: 15 to 50 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Footslopes

Slope range: 0 to 4 percent

Depth to restrictive layer(s): 40 to 60 inches to dense material

Drainage class: Somewhat poorly drained
Washburn County, Wisconsin 109

Parent material: Mantle of loess or silty alluvium and loamy alluvium underlain by

dense sandy till

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: More than 6.7 feet (July, August)

Ponding: None

Available water capacity to a depth of 60 inches: 9.6 inches

Content of organic matter in the upper 10 inches: 1.4 percent

Typical profile:

A—0 to 4 inches; silt loam

E—4 to 7 inches; silt

E/B—7 to 18 inches; silt

B/E—18 to 29 inches; silt loam

2Bt1—29 to 34 inches; loam

2Bt2—34 to 41 inches; sandy loam

3C—41 to 55 inches; loamy sand

3Cd—55 to 80 inches; loamy sand

Wozny soils

Extent: 15 to 30 percent of the mapped areas

Geomorphic setting: Depressions on disintegration moraines

Slope range: 0 to 2 percent

Depth to restrictive layer(s): 40 to 60 inches to dense material

Drainage class: Very poorly drained

Parent material: Mantle of loess or silty alluvium and loamy alluvium underlain by

dense sandy till

Flooding: None

Shallowest depth to wet zone: At the surface (April, May, November)

Deepest depth to wet zone: More than 6.7 feet (August)

Months in which ponding does not occur: January, February, March, June, July,

August, September, October, December

Deepest ponding: 0.5 foot (April, May, November)

Available water capacity to a depth of 60 inches: 10.6 inches

Content of organic matter in the upper 10 inches: 21.3 percent

Typical profile:

Oa—0 to 3 inches; muck

Eg—3 to 17 inches; silt loam

Btg—17 to 37 inches; silt loam

2C—37 to 56 inches; stratified sandy loam to gravelly loam

3Cd—56 to 80 inches; loamy sand

Minor Dissimilar Components

Stanberry soils

Extent: 0 to 10 percent of the mapped areas

Cathro soils

Extent: 0 to 5 percent of the mapped areas

856B—Stinnett silt loam, 0 to 4 percent slopes, very stony

Component Description

Stinnett and similar soils

Extent: 70 to 100 percent of the mapped areas

Geomorphic setting: Disintegration moraines
110 Soil Survey of

Position on the landform: Footslopes

Slope range: 0 to 4 percent

Depth to restrictive layer(s): 40 to 60 inches to dense material

Drainage class: Somewhat poorly drained

Parent material: Mantle of loess or silty alluvium and loamy alluvium underlain by

dense sandy till

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: More than 6.7 feet (July, August)

Ponding: None

Available water capacity to a depth of 60 inches: 9.6 inches

Content of organic matter in the upper 10 inches: 1.4 percent

Typical profile:

A—0 to 4 inches; silt loam

E—4 to 7 inches; silt

E/B—7 to 18 inches; silt

B/E—18 to 29 inches; silt loam

2Bt1—29 to 34 inches; loam

2Bt2—34 to 41 inches; sandy loam

3C—41 to 55 inches; loamy sand

3Cd—55 to 80 inches; loamy sand

Minor Dissimilar Components

Frogcreek soils

Extent: 0 to 15 percent of the mapped areas

Wozny soils

Extent: 0 to 15 percent of the mapped areas

857B—Frogcreek silt loam, 2 to 6 percent slopes, very

stony

Component Description

Frogcreek and similar soils

Extent: 75 to 100 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Footslopes and summits

Slope range: 2 to 6 percent

Depth to restrictive layer(s): 40 to 60 inches to dense material

Drainage class: Moderately well drained

Parent material: Mantle of loess or silty alluvium and loamy alluvium underlain by

dense sandy till

Flooding: None

Shallowest depth to wet zone: 1.0 foot (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, June, July, August,

September)

Ponding: None

Available water capacity to a depth of 60 inches: 7.4 inches

Content of organic matter in the upper 10 inches: 2.1 percent

Typical profile:

A—0 to 4 inches; silt loam

E—4 to 13 inches; silt loam
Washburn County, Wisconsin 111

2B/E—13 to 19 inches; loam

2Bt1—19 to 32 inches; sandy loam

2Bt2—32 to 46 inches; gravelly sandy loam

3Cd—46 to 80 inches; gravelly loamy sand

Minor Dissimilar Components

Stinnett soils

Extent: 0 to 15 percent of the mapped areas

Stanberry soils

Extent: 0 to 5 percent of the mapped areas

Wozny soils

Extent: 0 to 5 percent of the mapped areas

857C—Frogcreek silt loam, 6 to 15 percent slopes, very

stony

Component Description

Frogcreek and similar soils

Extent: 80 to 100 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Shoulders and backslopes

Slope range: 6 to 15 percent

Depth to restrictive layer(s): 40 to 60 inches to dense material

Drainage class: Moderately well drained

Parent material: Mantle of loess or silty alluvium and loamy alluvium underlain by

dense sandy till

Flooding: None

Shallowest depth to wet zone: 1.0 foot (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, June, July, August,

September)

Ponding: None

Available water capacity to a depth of 60 inches: 7.4 inches

Content of organic matter in the upper 10 inches: 2.1 percent

Typical profile:

A—0 to 4 inches; silt loam

E—4 to 13 inches; silt loam

2B/E—13 to 19 inches; loam

2Bt1—19 to 32 inches; sandy loam

2Bt2—32 to 46 inches; gravelly sandy loam

3Cd—46 to 80 inches; gravelly loamy sand

Minor Dissimilar Components

Stinnett soils

Extent: 0 to 10 percent of the mapped areas

Stanberry soils

Extent: 0 to 7 percent of the mapped areas

Wozny soils

Extent: 0 to 3 percent of the mapped areas
112 Soil Survey of

873B—Stanberry sandy loam, 1 to 6 percent slopes, very

stony

Component Description

Stanberry and similar soils

Extent: 75 to 100 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Summits

Slope range: 1 to 6 percent

Depth to restrictive layer(s): 40 to 60 inches to dense material

Drainage class: Moderately well drained

Parent material: Loamy alluvium underlain by dense sandy till

Flooding: None

Shallowest depth to wet zone: 2.0 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, March, June, July,

August, September, October, December)

Ponding: None

Available water capacity to a depth of 60 inches: 6.1 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant material

E—1 to 3 inches; sandy loam

Bs—3 to 19 inches; sandy loam

E/B—19 to 24 inches; sandy loam

B/E—24 to 32 inches; sandy loam

2BC—32 to 42 inches; loamy sand

2Cd—42 to 80 inches; loamy sand

Minor Dissimilar Components

Springstead soils

Extent: 0 to 15 percent of the mapped areas

Frogcreek soils

Extent: 0 to 5 percent of the mapped areas

Parkfalls soils

Extent: 0 to 5 percent of the mapped areas

Stinnett soils

Extent: 0 to 5 percent of the mapped areas

Wozny soils

Extent: 0 to 5 percent of the mapped areas

873C—Stanberry sandy loam, 6 to 15 percent slopes, very

stony

Component Description

Stanberry and similar soils

Extent: 65 to 95 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Shoulders and backslopes

Slope range: 6 to 15 percent

Depth to restrictive layer(s): 40 to 60 inches to dense material

Drainage class: Moderately well drained
Washburn County, Wisconsin 113

Parent material: Loamy alluvium underlain by dense sandy till

Flooding: None

Shallowest depth to wet zone: 2.0 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, March, June, July,

August, September, October, December)

Ponding: None

Available water capacity to a depth of 60 inches: 6.1 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant material

E—1 to 3 inches; sandy loam

Bs—3 to 19 inches; sandy loam

E/B—19 to 24 inches; sandy loam

B/E—24 to 32 inches; sandy loam

2BC—32 to 42 inches; loamy sand

2Cd—42 to 80 inches; loamy sand

Minor Dissimilar Components

Keweenaw soils

Extent: 0 to 15 percent of the mapped areas

Springstead soils

Extent: 0 to 10 percent of the mapped areas

Beaverbay soils

Extent: 0 to 5 percent of the mapped areas

Frogcreek soils

Extent: 0 to 5 percent of the mapped areas

Parkfalls soils

Extent: 0 to 5 percent of the mapped areas

Stinnett soils

Extent: 0 to 5 percent of the mapped areas

Wozny soils

Extent: 0 to 5 percent of the mapped areas

873D—Stanberry sandy loam, 15 to 30 percent slopes,

very stony

Component Description

Stanberry and similar soils

Extent: 65 to 95 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Shoulders and backslopes

Slope range: 15 to 30 percent

Depth to restrictive layer(s): 40 to 60 inches to dense material

Drainage class: Moderately well drained

Parent material: Loamy alluvium underlain by dense sandy till

Flooding: None

Shallowest depth to wet zone: 2.0 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, March, June, July,

August, September, October, December)

Ponding: None
114 Soil Survey of

Available water capacity to a depth of 60 inches: 6.1 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant material

E—1 to 3 inches; sandy loam

Bs—3 to 19 inches; sandy loam

E/B—19 to 24 inches; sandy loam

B/E—24 to 32 inches; sandy loam

2BC—32 to 42 inches; loamy sand

2Cd—42 to 80 inches; loamy sand

Minor Dissimilar Components

Keweenaw soils

Extent: 0 to 15 percent of the mapped areas

Padus soils

Extent: 0 to 15 percent of the mapped areas

Beaverbay soils

Extent: 0 to 10 percent of the mapped areas

Frogcreek soils

Extent: 0 to 10 percent of the mapped areas

905A—Cublake loamy sand, 0 to 3 percent slopes

Component Description

Cublake and similar soils

Extent: 65 to 100 percent of the mapped areas

Geomorphic setting: Lake plains

Position on the landform: Footslopes

Slope range: 0 to 3 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Sandy outwash underlain by stratified silty, loamy, and sandy

lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 2.5 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, March, August,

September, October, December)

Ponding: None

Available water capacity to a depth of 60 inches: 5.7 inches

Content of organic matter in the upper 10 inches: 0.6 percent

Typical profile:

A—0 to 3 inches; loamy sand

E—3 to 4 inches; loamy sand

Bs—4 to 23 inches; loamy sand

BC—23 to 32 inches; sand

C1—32 to 40 inches; sand

C2—40 to 48 inches; fine sand

2C3—48 to 60 inches; stratified very fine sandy loam to silt loam

Minor Dissimilar Components

Flink soils

Extent: 0 to 10 percent of the mapped areas
Washburn County, Wisconsin 115

Annalake soils

Extent: 0 to 10 percent of the mapped areas

Croswell soils

Extent: 0 to 10 percent of the mapped areas

Chinwhisker soils

Extent: 0 to 5 percent of the mapped areas

926A—Flink loamy sand, 0 to 3 percent slopes

Component Description

Flink and similar soils

Extent: 75 to 100 percent of the mapped areas

Geomorphic setting: Lake plains

Position on the landform: Footslopes

Slope range: 0 to 3 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat poorly drained

Parent material: Sandy outwash deposits underlain by stratified silty, loamy, and sandy

lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 1.0 foot (April)

Deepest depth to wet zone: 4.0 feet (August)

Ponding: None

Available water capacity to a depth of 60 inches: 5.5 inches

Content of organic matter in the upper 10 inches: 0.6 percent

Typical profile:

A—0 to 3 inches; loamy sand

E—3 to 6 inches; sand

Bhs—6 to 9 inches; sand

Bs—9 to 26 inches; sand

BC—26 to 35 inches; sand

C—35 to 46 inches; sand

2Cg—46 to 52 inches; stratified silt to silty clay loam

2C—52 to 80 inches; stratified silt to silty clay loam to loamy very fine sand

Minor Dissimilar Components

Cublake soils

Extent: 0 to 15 percent of the mapped areas

Au Gres soils

Extent: 0 to 10 percent of the mapped areas

Kinross soils

Extent: 0 to 10 percent of the mapped areas

943D—Stanberry, very stony-Greenwood complex, 0 to 35

percent slopes

Component Description

Stanberry and similar soils

Extent: 30 to 80 percent of the mapped areas

Geomorphic setting: Disintegration moraines
116 Soil Survey of

Position on the landform: Shoulders and backslopes

Slope range: 6 to 30 percent

Depth to restrictive layer(s): 40 to 60 inches to dense material

Drainage class: Moderately well drained

Parent material: Loamy alluvium underlain by dense sandy till

Flooding: None

Shallowest depth to wet zone: 2.0 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, March, June, July,

August, September, October, December)

Ponding: None

Available water capacity to a depth of 60 inches: 5.8 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant material

E—1 to 3 inches; sandy loam

Bs—3 to 19 inches; sandy loam

E/B—19 to 24 inches; sandy loam

B/E—24 to 32 inches; sandy loam

2BC—32 to 42 inches; loamy sand

2Cd—42 to 80 inches; loamy sand

Greenwood and similar soils

Extent: 15 to 30 percent of the mapped areas

Geomorphic setting: Depressions on disintegration moraines

Slope range: 0 to 1 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Parent material: Organic deposits more than 51 inches thick

Flooding: None

Shallowest depth to wet zone: At the surface (April, May, June, October, November)

Deepest depth to wet zone: 1.0 foot (January, February)

Months in which ponding does not occur: January, February, March, May, June, July,

August, September, October, November, December

Deepest ponding: 0.5 foot (April)

Available water capacity to a depth of 60 inches: 30.5 inches

Content of organic matter in the upper 10 inches: 65.0 percent

Typical profile:

Oi—0 to 6 inches; peat

Oe—6 to 60 inches; mucky peat

Minor Dissimilar Components

Frogcreek soils

Extent: 0 to 10 percent of the mapped areas

Sarona soils

Extent: 0 to 10 percent of the mapped areas

Wozny soils

Extent: 0 to 10 percent of the mapped areas

948A—Billyboy silt loam, 0 to 3 percent slopes

Component Description

Billyboy and similar soils

Extent: 80 to 100 percent of the mapped areas
Washburn County, Wisconsin 117

Geomorphic setting: Stream terraces; outwash plains

Position on the landform: Footslopes

Slope range: 0 to 3 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Loess or silty alluvium underlain by sandy and gravelly outwash

Flooding: None

Shallowest depth to wet zone: 1.5 feet (April)

Deepest depth to wet zone: 5.5 feet (February, August)

Ponding: None

Available water capacity to a depth of 60 inches: 7.1 inches

Content of organic matter in the upper 10 inches: 1.4 percent

Typical profile:

A—0 to 4 inches; silt loam

E—4 to 11 inches; silt loam

E/B—11 to 20 inches; silt loam

2B/E—20 to 26 inches; loam

2Bt—26 to 30 inches; sandy loam

3Bt—30 to 35 inches; loamy sand

3C—35 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Ossmer soils

Extent: 0 to 10 percent of the mapped areas

Antigo soils

Extent: 0 to 5 percent of the mapped areas

Sconsin soils

Extent: 0 to 5 percent of the mapped areas

970C—Keweenaw, stony-Pence, stony-Greenwood

complex, 0 to 15 percent slopes

Component Description

Keweenaw and similar soils

Extent: 30 to 60 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Shoulders and backslopes

Slope range: 6 to 15 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Sandy till

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.8 inches

Content of organic matter in the upper 10 inches: 0.6 percent

Typical profile:

A—0 to 2 inches; sandy loam

E—2 to 4 inches; sandy loam

Bs1,Bs2—4 to 16 inches; sandy loam

Bs3—16 to 20 inches; loamy sand

E ́—20 to 27 inches; loamy sand
118 Soil Survey of

E/B—27 to 43 inches; sand

B/E—43 to 75 inches; loamy sand

C—75 to 80 inches; loamy sand

Pence and similar soils

Extent: 15 to 40 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Shoulders and backslopes

Slope range: 6 to 15 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained

Parent material: Mostly loamy alluvium underlain by stratified sandy and gravelly

outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.0 inches

Content of organic matter in the upper 10 inches: 1.3 percent

Typical profile:

A—0 to 3 inches; sandy loam

E—3 to 8 inches; sandy loam

Bs—8 to 15 inches; gravelly sandy loam

2BC—15 to 21 inches; gravelly coarse sand

2C—21 to 60 inches; stratified sand to very gravelly coarse sand

Greenwood and similar soils

Extent: 10 to 20 percent of the mapped areas

Geomorphic setting: Depressions on disintegration moraines

Slope range: 0 to 1 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Parent material: Organic deposits more than 51 inches thick

Flooding: None

Shallowest depth to wet zone: At the surface (April, May, June, October, November)

Deepest depth to wet zone: 1.0 foot (January, February)

Months in which ponding does not occur: January, February, March, May, June, July,

August, September, October, November, December

Deepest ponding: 0.5 foot (April)

Available water capacity to a depth of 60 inches: 30.5 inches

Content of organic matter in the upper 10 inches: 65.0 percent

Typical profile:

Oi—0 to 6 inches; peat

Oe—6 to 60 inches; mucky peat

Minor Dissimilar Components

Haugen soils

Extent: 0 to 15 percent of the mapped areas

Aftad soils

Extent: 0 to 10 percent of the mapped areas

Rosholt soils

Extent: 0 to 15 percent of the mapped areas
Washburn County, Wisconsin 119

970E—Keweenaw, stony-Pence, stony-Greenwood

complex, 0 to 45 percent slopes

Component Description

Keweenaw and similar soils

Extent: 30 to 60 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Shoulders and backslopes

Slope range: 15 to 45 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Sandy till

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.8 inches

Content of organic matter in the upper 10 inches: 0.6 percent

Typical profile:

A—0 to 2 inches; sandy loam

E—2 to 4 inches; sandy loam

Bs1,Bs2—4 to 16 inches; sandy loam

Bs3—16 to 20 inches; loamy sand

E ́—20 to 27 inches; loamy sand

E/B—27 to 43 inches; sand

B/E—43 to 75 inches; loamy sand

C—75 to 80 inches; loamy sand

Pence and similar soils

Extent: 15 to 50 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Shoulders and backslopes

Slope range: 15 to 45 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained

Parent material: Mostly loamy alluvium underlain by stratified sandy and gravelly

outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.0 inches

Content of organic matter in the upper 10 inches: 1.3 percent

Typical profile:

A—0 to 3 inches; sandy loam

E—3 to 8 inches; sandy loam

Bs—8 to 15 inches; gravelly sandy loam

2BC—15 to 21 inches; gravelly coarse sand

2C—21 to 60 inches; stratified sand to very gravelly coarse sand

Greenwood and similar soils

Extent: 10 to 20 percent of the mapped areas

Geomorphic setting: Depressions on disintegration moraines

Slope range: 0 to 1 percent
120 Soil Survey of

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Parent material: Organic deposits more than 51 inches thick

Flooding: None

Shallowest depth to wet zone: At the surface (April, May, June, October, November)

Deepest depth to wet zone: 1.0 foot (January, February)

Months in which ponding does not occur: January, February, March, May, June, July,

August, September, October, November, December

Deepest ponding: 0.5 foot (April)

Available water capacity to a depth of 60 inches: 30.5 inches

Content of organic matter in the upper 10 inches: 65.0 percent

Typical profile:

Oi—0 to 6 inches; peat

Oe—6 to 60 inches; mucky peat

Minor Dissimilar Components

Amery soils

Extent: 0 to 20 percent of the mapped areas

Aftad soils

Extent: 0 to 10 percent of the mapped areas

1070C—Fremstadt, stony-Cress complex, 6 to 15 percent

slopes

Component Description

Fremstadt and similar soils

Extent: 30 to 70 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Shoulders and backslopes

Slope range: 6 to 15 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Sandy till or sandy mudflow sediments

Flooding: None

Depth to wet zone: More than 6.0 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.5 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

A—0 to 5 inches; sandy loam

Bw—5 to 33 inches; loamy sand

B/E1—33 to 37 inches; sandy loam

B/E2—37 to 45 inches; loamy sand

BC—45 to 70 inches; loamy sand

C—70 to 80 inches; loamy sand

Cress and similar soils

Extent: 15 to 40 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained
Washburn County, Wisconsin 121

Parent material: Thin layer of loamy alluvium underlain by stratified sandy and gravelly

outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 0.9 percent

Typical profile:

A—0 to 3 inches; sandy loam

Bw1—3 to 15 inches; sandy loam

2Bw2—15 to 31 inches; loamy sand

2Bw3—31 to 36 inches; gravelly loamy sand

2C—36 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Fremstadt soils that are not stony

Extent: 0 to 30 percent of the mapped areas

Haugen soils

Extent: 0 to 15 percent of the mapped areas

Spoonerhill soils that are stony

Extent: 0 to 15 percent of the mapped areas

Mahtomedi soils

Extent: 0 to 10 percent of the mapped areas

Spoonerhill soils

Extent: 0 to 10 percent of the mapped areas

1070D—Fremstadt, stony-Cress complex, 15 to 30 percent

slopes

Component Description

Fremstadt and similar soils

Extent: 40 to 80 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Shoulders and backslopes

Slope range: 15 to 30 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Well drained

Parent material: Sandy till or sandy mudflow sediments

Flooding: None

Depth to wet zone: More than 6.0 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.5 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

A—0 to 5 inches; sandy loam

Bw—5 to 33 inches; loamy sand

B/E1—33 to 37 inches; sandy loam

B/E2—37 to 45 inches; loamy sand

BC—45 to 70 inches; loamy sand

C—70 to 80 inches; loamy sand
122 Soil Survey of

Cress and similar soils

Extent: 20 to 50 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Shoulders and backslopes

Slope range: 12 to 30 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained

Parent material: Thin layer of loamy alluvium underlain by stratified sandy and gravelly

outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 0.9 percent

Typical profile:

A—0 to 3 inches; sandy loam

Bw1—3 to 15 inches; sandy loam

2Bw2—15 to 31 inches; loamy sand

2Bw3—31 to 36 inches; gravelly loamy sand

2C—36 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Mahtomedi soils

Extent: 0 to 15 percent of the mapped areas

Amery soils

Extent: 0 to 10 percent of the mapped areas

Rosholt soils

Extent: 0 to 10 percent of the mapped areas

1080B—Spoonerhill-Spoonerhill, stony-Cress complex, 1

to 6 percent slopes

Component Description

Spoonerhill and similar soils

Extent: 5 to 80 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Summits

Slope range: 2 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Thin mantle of loamy alluvium and sandy alluvium underlain by sandy

till or sandy mudflow sediments

Flooding: None

Shallowest depth to wet zone: 2.0 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, March, June, July,

August, September, October, December)

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 1.0 percent

Typical profile:

A—0 to 3 inches; sandy loam

Bw1—3 to 12 inches; gravelly sandy loam
Washburn County, Wisconsin 123

2Bw2—12 to 16 inches; gravelly loamy sand

2E/B—16 to 34 inches; loamy sand

2C1—34 to 46 inches; sand

2C2—46 to 80 inches; gravelly loamy sand

Spoonerhill, stony, and similar soils

Extent: 5 to 80 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Summits

Slope range: 2 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Thin mantle of loamy alluvium and sandy alluvium underlain by sandy

till or sandy mudflow sediments

Flooding: None

Shallowest depth to wet zone: 2.0 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, March, June, July,

August, September, October, December)

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 1.0 percent

Typical profile:

A—0 to 3 inches; sandy loam

Bw1—3 to 12 inches; gravelly sandy loam

2Bw2—12 to 16 inches; gravelly loamy sand

2E/B—16 to 34 inches; loamy sand

2C1—34 to 46 inches; sand

2C2—46 to 80 inches; gravelly loamy sand

Cress and similar soils

Extent: 15 to 35 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Summits

Slope range: 1 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat excessively drained

Parent material: Thin layer of loamy alluvium underlain by stratified sandy and gravelly

outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 0.9 percent

Typical profile:

A—0 to 3 inches; sandy loam

Bw1—3 to 15 inches; sandy loam

2Bw2—15 to 31 inches; loamy sand

2Bw3—31 to 36 inches; gravelly loamy sand

2C—36 to 60 inches; stratified sand to very gravelly coarse sand

Minor Dissimilar Components

Fremstadt soils

Extent: 0 to 15 percent of the mapped areas

Grettum soils

Extent: 0 to 10 percent of the mapped areas
124 Soil Survey of

1653C—Stanberry-Parkfalls-Wozny complex, 0 to 15

percent slopes, very stony

Component Description

Stanberry and similar soils

Extent: 30 to 60 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Shoulders and backslopes

Slope range: 2 to 15 percent

Depth to restrictive layer(s): 40 to 60 inches to dense material

Drainage class: Moderately well drained

Parent material: Loamy alluvium underlain by dense sandy till

Flooding: None

Shallowest depth to wet zone: 2.0 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, March, June, July,

August, September, October, December)

Ponding: None

Available water capacity to a depth of 60 inches: 6.1 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant material

E—1 to 3 inches; sandy loam

Bs—3 to 19 inches; sandy loam

E/B—19 to 24 inches; sandy loam

B/E—24 to 32 inches; sandy loam

2BC—32 to 42 inches; loamy sand

2Cd—42 to 80 inches; loamy sand

Parkfalls and similar soils

Extent: 15 to 45 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Footslopes

Slope range: 0 to 4 percent

Depth to restrictive layer(s): 30 to 50 inches to dense material

Drainage class: Somewhat poorly drained

Parent material: Loamy alluvium underlain by dense sandy till

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: More than 6.7 feet (July, August)

Ponding: None

Available water capacity to a depth of 60 inches: 5.5 inches

Content of organic matter in the upper 10 inches: 1.4 percent

Typical profile:

A—0 to 5 inches; sandy loam

E—5 to 8 inches; sandy loam

Bs—8 to 17 inches; sandy loam

E/B—17 to 30 inches; sandy loam

Bt—30 to 33 inches; sandy loam

BCd—33 to 48 inches; sandy loam

2Cd—48 to 80 inches; loamy sand

Wozny and similar soils

Extent: 10 to 20 percent of the mapped areas

Geomorphic setting: Depressions on disintegration moraines
Washburn County, Wisconsin 125

Slope range: 0 to 2 percent

Depth to restrictive layer(s): 40 to 60 inches to dense material

Drainage class: Very poorly drained

Parent material: Mantle of loess or silty alluvium and loamy alluvium underlain by

dense sandy till

Flooding: None

Shallowest depth to wet zone: At the surface (April, May, November)

Deepest depth to wet zone: More than 6.7 feet (August)

Months in which ponding does not occur: January, February, March, June, July,

August, September, October, December

Deepest ponding: 0.5 foot (April, May, November)

Available water capacity to a depth of 60 inches: 10.6 inches

Content of organic matter in the upper 10 inches: 21.3 percent

Typical profile:

Oa—0 to 3 inches; muck

Eg—3 to 17 inches; silt loam

Btg—17 to 37 inches; silt loam

2C—37 to 56 inches; stratified sandy loam to gravelly loam

3Cd—56 to 80 inches; loamy sand

Minor Dissimilar Components

Frogcreek soils

Extent: 0 to 15 percent of the mapped areas

Cathro soils

Extent: 0 to 10 percent of the mapped areas

Keweenaw soils

Extent: 0 to 10 percent of the mapped areas

2015—Pits

Component Description

Pits

Extent: 100 percent of the mapped areas

Geomorphic setting: Stream terraces; outwash plains; moraines; eskers

Flooding: None

Ponding: None

This map unit consists of open excavations from which sand, gravel, or loamy

material has been removed. Most pits are in areas of outwash, but some are in areas

of till. Some pits are still in use. Others are no longer used and have been reclaimed or

are covered by brush and weeds. Some pits contain water. Because of the variability of

this map unit, interpretations for specific uses are not available. Onsite investigation is

needed.

2050—Landfill

Component Description

Landfill

Extent: 100 percent of the mapped areas

This map unit consists of areas of accumulated waste products of human

habitation. The areas can be above or below natural ground level. Because of the
126 Soil Survey of

variability of this map unit, interpretations for specific uses are not available. Onsite

investigation is needed.

3011A—Barronett silt loam, 0 to 2 percent slopes

Component Description

Barronett and similar soils

Extent: 75 to 100 percent of the mapped areas

Geomorphic setting: Depressions on lake plains; drainageways on stream terraces

Slope range: 0 to 2 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Poorly drained

Parent material: Mostly silty lacustrine deposits

Flooding: None

Shallowest depth to wet zone: At the surface (April, May, June, October, November)

Deepest depth to wet zone: 5.5 feet (February)

Months in which ponding does not occur: January, February, March, June, July,

August, September, October, November, December

Deepest ponding: 0.5 foot (April, May)

Available water capacity to a depth of 60 inches: 11.5 inches

Content of organic matter in the upper 10 inches: 6.1 percent

Typical profile:

Ap—0 to 9 inches; silt loam

Eg—9 to 16 inches; silt loam

Btg—16 to 34 inches; silt loam

Cg—34 to 60 inches; stratified silt loam to very fine sand

Minor Dissimilar Components

Cathro soils

Extent: 0 to 15 percent of the mapped areas

Comstock soils

Extent: 0 to 10 percent of the mapped areas

3125A—Meehan loamy sand, 0 to 2 percent slopes

Component Description

Meehan and similar soils

Extent: 70 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains

Position on the landform: Footslopes

Slope range: 0 to 2 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat poorly drained

Parent material: Sandy outwash

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: 4.0 feet (February, August)

Ponding: None

Available water capacity to a depth of 60 inches: 3.5 inches

Content of organic matter in the upper 10 inches: 1.0 percent

Typical profile:

A—0 to 5 inches; loamy sand
Washburn County, Wisconsin 127

E—5 to 8 inches; sand

Bw—8 to 28 inches; sand

C—28 to 60 inches; sand

Minor Dissimilar Components

Newson soils

Extent: 0 to 15 percent of the mapped areas

Wurtsmith soils

Extent: 0 to 15 percent of the mapped areas

3126A—Wurtsmith loamy sand, 0 to 3 percent slopes

Component Description

Wurtsmith and similar soils

Extent: 65 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains

Position on the landform: Footslopes

Slope range: 0 to 3 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Sandy outwash

Flooding: None

Shallowest depth to wet zone: 2.0 feet (April)

Deepest depth to wet zone: 5.0 feet (February, August)

Ponding: None

Available water capacity to a depth of 60 inches: 3.8 inches

Content of organic matter in the upper 10 inches: 3.2 percent

Typical profile:

Ap—0 to 9 inches; loamy sand

Bw—9 to 37 inches; coarse sand

C—37 to 60 inches; sand

Minor Dissimilar Components

Friendship soils

Extent: 0 to 15 percent of the mapped areas

Menahga soils

Extent: 0 to 10 percent of the mapped areas

Slimlake soils

Extent: 0 to 5 percent of the mapped areas

Meehan soils

Extent: 0 to 5 percent of the mapped areas

3276A—Au Gres loamy sand, 0 to 3 percent slopes

Component Description

Au Gres and similar soils

Extent: 75 to 100 percent of the mapped areas

Geomorphic setting: Stream terraces; outwash plains

Position on the landform: Footslopes

Slope range: 0 to 3 percent
128 Soil Survey of

Depth to restrictive layer(s): More than 80 inches

Drainage class: Somewhat poorly drained

Parent material: Sandy outwash

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: 4.0 feet (February, August)

Ponding: None

Available water capacity to a depth of 60 inches: 4.8 inches

Content of organic matter in the upper 10 inches: 0.8 percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant material

E—2 to 5 inches; loamy sand

Bhs—5 to 8 inches; loamy sand

Bs—8 to 16 inches; loamy sand

BC—16 to 28 inches; sand

C—28 to 60 inches; sand

Minor Dissimilar Components

Croswell soils

Extent: 0 to 10 percent of the mapped areas

Kinross soils

Extent: 0 to 10 percent of the mapped areas

Flink soils

Extent: 0 to 5 percent of the mapped areas

Chinwhisker soils

Extent: 0 to 5 percent of the mapped areas

3312B—Glendenning, very stony-Glendenning complex, 0

to 4 percent slopes

Component Description

Glendenning, very stony, and similar soils

Extent: 20 to 75 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Footslopes

Slope range: 0 to 4 percent

Depth to restrictive layer(s): 60 to 80 inches to dense material

Drainage class: Somewhat poorly drained

Parent material: Sandy loam till or mudflow sediments

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: More than 6.7 feet (July, August)

Ponding: None

Available water capacity to a depth of 60 inches: 7.8 inches

Content of organic matter in the upper 10 inches: 1.1 percent

Typical profile:

A—0 to 5 inches; sandy loam

E—5 to 15 inches; sandy loam

E/B—15 to 20 inches; sandy loam

B/E—20 to 26 inches; sandy loam

Bt1—26 to 40 inches; sandy loam
Washburn County, Wisconsin 129

Bt2—40 to 65 inches; sandy loam

Cd—65 to 80 inches; sandy loam

Glendenning and similar soils

Extent: 15 to 75 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Footslopes

Slope range: 0 to 4 percent

Depth to restrictive layer(s): 60 to 80 inches to dense material

Drainage class: Somewhat poorly drained

Parent material: Sandy loam till or mudflow sediments

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: More than 6.7 feet (July, August)

Ponding: None

Available water capacity to a depth of 60 inches: 7.8 inches

Content of organic matter in the upper 10 inches: 1.3 percent

Typical profile:

Ap—0 to 7 inches; sandy loam

E—7 to 15 inches; sandy loam

E/B—15 to 20 inches; sandy loam

B/E—20 to 26 inches; sandy loam

Bt1—26 to 40 inches; sandy loam

Bt2—40 to 65 inches; sandy loam

Cd—65 to 80 inches; sandy loam

Minor Dissimilar Components

Capitola soils

Extent: 0 to 15 percent of the mapped areas

Haugen soils

Extent: 0 to 10 percent of the mapped areas

Oesterle soils

Extent: 0 to 5 percent of the mapped areas

Plover soils

Extent: 0 to 5 percent of the mapped areas

3336A—Fenander fine sandy loam, 0 to 2 percent slopes

Component Description

Fenander and similar soils

Extent: 80 to 100 percent of the mapped areas

Geomorphic setting: Depressions on lake plains; drainageways on stream terraces

Slope range: 0 to 2 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Poorly drained

Parent material: Stratified loamy and sandy lacustrine deposits

Flooding: None

Shallowest depth to wet zone: At the surface (March, April, May, June, October,

November)

Deepest depth to wet zone: 5.5 feet (February)

Months in which ponding does not occur: January, February, March, June, July,

August, September, October, November, December
130 Soil Survey of

Deepest ponding: 0.5 foot (April, May)

Available water capacity to a depth of 60 inches: 8.4 inches

Content of organic matter in the upper 10 inches: 2.4 percent

Typical profile:

Ap—0 to 9 inches; fine sandy loam

Eg—9 to 15 inches; fine sandy loam

Btg—15 to 27 inches; loam

BC—27 to 33 inches; fine sandy loam

C—33 to 80 inches; stratified loamy fine sand to fine sandy loam

Minor Dissimilar Components

Plover soils

Extent: 0 to 10 percent of the mapped areas

Cathro soils

Extent: 0 to 5 percent of the mapped areas

3403A—Loxley, Beseman, and Dawson soils, 0 to 1

percent slopes

Component Description

Loxley and similar soils

Extent: 0 to 100 percent of the mapped areas

Geomorphic setting: Depressions on disintegration moraines

Slope range: 0 to 1 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Parent material: Herbaceous organic material more than 51 inches thick

Flooding: None

Shallowest depth to wet zone: At the surface (April, May, June, October, November)

Deepest depth to wet zone: 1.0 foot (January, February)

Months in which ponding does not occur: January, February, March, May, June, July,

August, September, October, November, December

Deepest ponding: 0.5 foot (April)

Available water capacity to a depth of 60 inches: 26.5 inches

Content of organic matter in the upper 10 inches: 80.0 percent

Typical profile:

Oe—0 to 13 inches; mucky peat

Oa—13 to 60 inches; muck

Beseman and similar soils

Extent: 0 to 100 percent of the mapped areas

Geomorphic setting: Depressions on disintegration moraines

Slope range: 0 to 1 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Parent material: Herbaceous organic material 16 to 51 inches thick over loamy till

Flooding: None

Shallowest depth to wet zone: At the surface (April, May, June, October, November)

Deepest depth to wet zone: 1.0 foot (January, February)

Months in which ponding does not occur: January, February, March, May, June, July,

August, September, October, November, December

Deepest ponding: 0.5 foot (April)

Available water capacity to a depth of 60 inches: 18.2 inches
Washburn County, Wisconsin 131

Content of organic matter in the upper 10 inches: 50.0 percent

Typical profile:

Oa—0 to 36 inches; muck

Cg—36 to 60 inches; loam

Dawson and similar soils

Extent: 0 to 100 percent of the mapped areas

Geomorphic setting: Depressions on disintegration moraines

Slope range: 0 to 1 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Parent material: Sphagnum moss and herbaceous organic material 16 to 51 inches

thick over sandy or sandy and gravelly deposits

Flooding: None

Shallowest depth to wet zone: At the surface (April, May, June, October, November)

Deepest depth to wet zone: 0.5 foot (January, February, March, July, August,

September, December)

Months in which ponding does not occur: January, February, March, May, June, July,

August, September, October, November, December

Deepest ponding: 0.5 foot (April)

Available water capacity to a depth of 60 inches: 18.2 inches

Content of organic matter in the upper 10 inches: 75.0 percent

Typical profile:

Oi—0 to 8 inches; peat

Oa—8 to 38 inches; muck

A—38 to 40 inches; silt loam

2C—40 to 60 inches; sand

Minor Dissimilar Components

Uskabwanka soils

Extent: 0 to 5 percent of the mapped areas

3424C—Frogcreek-Magroc-Stinnett complex, 0 to 15

percent slopes, very stony, rocky

Component Description

Frogcreek and similar soils

Extent: 15 to 70 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Shoulders and backslopes

Slope range: 2 to 15 percent

Depth to restrictive layer(s): 40 to 60 inches to dense material

Drainage class: Moderately well drained

Parent material: Mantle of loess or silty alluvium and loamy alluvium underlain by

dense sandy till

Flooding: None

Shallowest depth to wet zone: 1.0 foot (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, June, July, August,

September)

Ponding: None

Available water capacity to a depth of 60 inches: 7.4 inches

Content of organic matter in the upper 10 inches: 2.1 percent
132 Soil Survey of

Typical profile:

A—0 to 4 inches; silt loam

E—4 to 13 inches; silt loam

2B/E—13 to 19 inches; loam

2Bt1—19 to 32 inches; sandy loam

2Bt2—32 to 46 inches; gravelly sandy loam

3Cd—46 to 80 inches; gravelly loamy sand

Magroc and similar soils

Extent: 15 to 35 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Footslopes

Slope range: 0 to 4 percent

Depth to restrictive layer(s): 40 to 60 inches to lithic bedrock

Drainage class: Somewhat poorly drained

Parent material: Loess underlain by loamy glacial till

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: More than 6.7 feet (July, August)

Ponding: None

Available water capacity to a depth of 60 inches: 7.3 inches

Content of organic matter in the upper 10 inches: 0.6 percent

Typical profile:

A—0 to 2 inches; silt loam

E—2 to 11 inches; silt loam

E/B—11 to 22 inches; silt loam

2Bt—22 to 30 inches; sandy loam

3C1—30 to 45 inches; gravelly loamy sand

3C2—45 to 50 inches; gravelly loamy sand

4R—50 to 80 inches; unweathered bedrock

Stinnett and similar soils

Extent: 15 to 30 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Footslopes

Slope range: 0 to 4 percent

Depth to restrictive layer(s): 40 to 60 inches to dense material

Drainage class: Somewhat poorly drained

Parent material: Mantle of loess or silty alluvium and loamy alluvium underlain by

dense sandy till

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: More than 6.7 feet (July, August)

Ponding: None

Available water capacity to a depth of 60 inches: 9.6 inches

Content of organic matter in the upper 10 inches: 1.4 percent

Typical profile:

A—0 to 4 inches; silt loam

E—4 to 7 inches; silt

E/B—7 to 18 inches; silt

B/E—18 to 29 inches; silt loam

2Bt1—29 to 34 inches; loam

2Bt2—34 to 41 inches; sandy loam
Washburn County, Wisconsin 133

3C—41 to 55 inches; loamy sand

3Cd—55 to 80 inches; loamy sand

Rock outcrop

Extent: 1 to 10 percent of the mapped areas

Geomorphic setting: Disintegration moraines

Position on the landform: Summits and shoulders

Slope range: 0 to 10 percent

Minor Dissimilar Components

Stanberry soils

Extent: 0 to 5 percent of the mapped areas

Wozny soils

Extent: 0 to 5 percent of the mapped areas

3446A—Newson muck, 0 to 2 percent slopes

Component Description

Newson and similar soils

Extent: 65 to 100 percent of the mapped areas

Geomorphic setting: Drainageways and depressions on outwash plains and lake

plains

Slope range: 0 to 2 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Very poorly drained

Parent material: Sandy outwash or sandy lacustrine deposits

Flooding: None

Shallowest depth to wet zone: At the surface (April, May, November)

Deepest depth to wet zone: 2.5 feet (February, August)

Months in which ponding does not occur: January, February, March, June, July,

August, September, October, November, December

Deepest ponding: 0.5 foot (April, May)

Available water capacity to a depth of 60 inches: 5.6 inches

Content of organic matter in the upper 10 inches: 25.0 percent

Typical profile:

Oa—0 to 3 inches; muck

A—3 to 8 inches; loamy sand

Bg—8 to 16 inches; sand

BCg—16 to 22 inches; sand

C—22 to 60 inches; sand

Minor Dissimilar Components

Meehan soils

Extent: 0 to 15 percent of the mapped areas

Markey soils

Extent: 0 to 10 percent of the mapped areas

Minocqua soils

Extent: 0 to 5 percent of the mapped areas
134 Soil Survey of

3448B—Grettum loamy sand, 0 to 6 percent slopes

Component Description

Grettum and similar soils

Extent: 60 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; lake plains

Position on the landform: Summits

Slope range: 0 to 6 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Sandy outwash or sandy lacustrine deposits with lamellae

Flooding: None

Shallowest depth to wet zone: 4.5 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, June, July, August,

September, October, November, December)

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 0.8 percent

Typical profile:

A—0 to 3 inches; loamy sand

Bw—3 to 32 inches; sand

E&Bt—32 to 75 inches; sand

C—75 to 80 inches; sand

Minor Dissimilar Components

Graycalm soils

Extent: 0 to 15 percent of the mapped areas

Menahga soils

Extent: 0 to 10 percent of the mapped areas

Cress soils

Extent: 0 to 7 percent of the mapped areas

Aftad soils

Extent: 0 to 5 percent of the mapped areas

Karlsborg soils

Extent: 0 to 3 percent of the mapped areas

3448C—Grettum loamy sand, 6 to 12 percent slopes

Component Description

Grettum and similar soils

Extent: 65 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; lake plains

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Sandy outwash or sandy lacustrine deposits with lamellae

Flooding: None

Shallowest depth to wet zone: 4.5 feet (April)
Washburn County, Wisconsin 135

Deepest depth to wet zone: More than 6.7 feet (January, February, June, July, August,

September, October, November, December)

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 0.8 percent

Typical profile:

A—0 to 3 inches; loamy sand

Bw—3 to 32 inches; sand

E&Bt—32 to 75 inches; sand

C—75 to 80 inches; sand

Minor Dissimilar Components

Graycalm soils

Extent: 0 to 15 percent of the mapped areas

Menahga soils

Extent: 0 to 10 percent of the mapped areas

Cress soils

Extent: 0 to 6 percent of the mapped areas

Aftad soils

Extent: 0 to 2 percent of the mapped areas

Karlsborg soils

Extent: 0 to 2 percent of the mapped areas

3516A—Slimlake sandy loam, 0 to 3 percent slopes

Component Description

Slimlake and similar soils

Extent: 55 to 100 percent of the mapped areas

Geomorphic setting: Outwash plains; stream terraces

Position on the landform: Footslopes

Slope range: 0 to 3 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Loamy alluvium over stratified sandy and gravelly outwash

Flooding: None

Shallowest depth to wet zone: 2.5 feet (April)

Deepest depth to wet zone: 5.5 feet (February, August)

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

Content of organic matter in the upper 10 inches: 1.3 percent

Typical profile:

A—0 to 6 inches; sandy loam

Bw—6 to 17 inches; sandy loam

2BC—17 to 42 inches; gravelly sand

2C1—42 to 53 inches; gravelly sand

2C2—53 to 80 inches; sand

Minor Dissimilar Components

Cress soils

Extent: 0 to 15 percent of the mapped areas
136 Soil Survey of

Oesterle soils

Extent: 0 to 15 percent of the mapped areas

Scott Lake soils

Extent: 0 to 10 percent of the mapped areas

Spoonerhill soils

Extent: 0 to 5 percent of the mapped areas

Friendship soils

Extent: 0 to 3 percent of the mapped areas

3629B—Perida loamy sand, 0 to 4 percent slopes

Component Description

Perida and similar soils

Extent: 70 to 100 percent of the mapped areas

Geomorphic setting: Lake plains

Position on the landform: Summits

Slope range: 0 to 4 percent

Depth to restrictive layer(s): More than 80 inches

Drainage class: Moderately well drained

Parent material: Mantle of sandy outwash or sandy lacustrine deposits over

clayey lacustrine deposits underlain by sandy outwash or sandy lacustrine

deposits

Flooding: None

Shallowest depth to wet zone: 3.5 feet (April)

Deepest depth to wet zone: More than 6.7 feet (January, February, July, August,

September, October, November, December)

Ponding: None

Available water capacity to a depth of 60 inches: 4.8 inches

Content of organic matter in the upper 10 inches: 1.2 percent

Typical profile:

Ap—0 to 9 inches; loamy sand

Bw1,Bw2,Bw3—9 to 43 inches; sand

Bw4—43 to 45 inches; loamy sand

2Bt1—45 to 60 inches; clay

2Bt2—60 to 74 inches; silty clay

3C—74 to 80 inches; sand

Minor Dissimilar Components

Grettum soils

Extent: 0 to 10 percent of the mapped areas

Stengel soils

Extent: 0 to 10 percent of the mapped areas

Karlsborg soils

Extent: 0 to 5 percent of the mapped areas

Meenon soils

Extent: 0 to 5 percent of the mapped areas
Washburn County, Wisconsin 137

M-W—Miscellaneous water

• This map unit consists of manmade areas that are used for industrial, sanitary, or

mining applications and that contain water most of the year. Included in mapping are

narrow dikes that surround the water areas.

W—Water

• This map unit consists of naturally occurring bodies of water, such as rivers,

streams, lakes, reservoirs, and ponds.

Table 2.--Acreage and Proportionate Extent of the Soils

_______________________________________________________________________________________________________

 | | |

 Map | Soil name | Acres |Percent

symbol | | | _______________________________________________________________________________________________________

 | | |

3A |Totagatic-Bowstring-Ausable complex, 0 to 2 percent slopes frequently | |

 | flooded-----------------------------------------------------------------| 3,249 | 0.6

22A |Comstock silt loam, 0 to 3 percent slopes--------------------------------| 611 | 0.1

24A |Poskin silt loam, 0 to 3 percent slopes----------------------------------| 278 | *

27A |Scott Lake sandy loam, 0 to 3 percent slopes-----------------------------| 1,317 | 0.2

28B |Haugen-Rosholt complex, 2 to 6 percent slopes, very stony----------------| 2,530 | 0.5

28C |Haugen-Rosholt complex, 6 to 12 percent slopes, very stony---------------| 15,077 | 2.8

33B |Chetek sandy loam, 1 to 6 percent slopes---------------------------------| 532 | *

33C |Chetek sandy loam, 6 to 12 percent slopes--------------------------------| 703 | 0.1

38A |Rosholt sandy loam, 0 to 2 percent slopes--------------------------------| 1,180 | 0.2

38B |Rosholt sandy loam, 2 to 6 percent slopes--------------------------------| 3,805 | 0.7

38C |Rosholt sandy loam, 6 to 12 percent slopes-------------------------------| 6,704 | 1.2

38D |Rosholt sandy loam, 12 to 20 percent slopes------------------------------| 3,498 | 0.6

42D |Amery sandy loam, 12 to 25 percent slopes, very stony--------------------| 4,737 | 0.9

43B |Antigo silt loam, 1 to 6 percent slopes----------------------------------| 3,476 | 0.6

43C |Antigo silt loam, 6 to 15 percent slopes---------------------------------| 1,847 | 0.3

43D |Antigo silt loam, 15 to 30 percent slopes--------------------------------| 1,569 | 0.3

48A |Brill silt loam, 0 to 3 percent slopes-----------------------------------| 514 | *

63A |Crystal Lake silt loam, 0 to 2 percent slopes----------------------------| 631 | 0.1

63B |Crystal Lake silt loam, 2 to 6 percent slopes----------------------------| 2,064 | 0.4

63C |Crystal Lake silt loam, 6 to 12 percent slopes---------------------------| 362 | *

63E |Crystal Lake silt loam, 20 to 35 percent slopes--------------------------| 11 | *

64A |Totagatic-Winterfield complex, 0 to 2 percent slopes, frequently flooded | 1,010 | 0.2

69B |Keweenaw-Sayner-Vilas complex, 2 to 6 percent slopes, stony--------------| 1,635 | 0.3

69C |Keweenaw-Sayner-Vilas complex, 6 to 15 percent slopes, stony-------------| 11,315 | 2.1

69E |Keweenaw-Sayner-Vilas complex, 15 to 45 percent slopes, stony------------| 15,136 | 2.8

74B |Vilas loamy sand, 0 to 6 percent slopes----------------------------------| 429 | *

74C |Vilas loamy sand, 6 to 15 percent slopes---------------------------------| 329 | *

74D |Vilas loamy sand, 15 to 30 percent slopes--------------------------------| 45 | *

100B |Menahga sand, 0 to 6 percent slopes--------------------------------------| 9,939 | 1.8

100C |Menahga sand, 6 to 12 percent slopes-------------------------------------| 13,033 | 2.4

100D |Menahga sand, 12 to 30 percent slopes------------------------------------| 9,091 | 1.7

127D |Amery-Rosholt complex, 12 to 20 percent slopes, very stony---------------| 8,173 | 1.5

127E |Amery-Rosholt complex, 20 to 45 percent slopes, very stony---------------| 4,014 | 0.7

156B |Magnor, very stony-Magnor complex, 0 to 4 percent slopes-----------------| 3,242 | 0.6

157B |Freeon, very stony-Freeon complex, 2 to 6 percent slopes-----------------| 7,601 | 1.4

157C |Freeon, very stony-Freeon complex, 6 to 12 percent slopes----------------| 6,346 | 1.2

160A |Oesterle sandy loam, 0 to 2 percent slopes-------------------------------| 1,668 | 0.3

182B |Padus sandy loam, 0 to 6 percent slopes----------------------------------| 89 | *

182C |Padus sandy loam, 6 to 15 percent slopes---------------------------------| 63 | *

192A |Worcester sandy loam, 0 to 3 percent slopes------------------------------| 379 | *

193A |Minocqua muck, 0 to 2 percent slopes-------------------------------------| 816 | 0.1

215B |Pence sandy loam, 0 to 6 percent slopes----------------------------------| 140 | *

215C |Pence sandy loam, 6 to 15 percent slopes---------------------------------| 105 | *

 | | |

 See footnote at end of table.
138 Soil Survey of

Table 2.--Acreage and Proportionate Extent of the Soils--Continued

_______________________________________________________________________________________________________

 | | |

 Map | Soil name | Acres |Percent

symbol | | | _______________________________________________________________________________________________________

 | | |

215D |Pence sandy loam, 15 to 30 percent slopes--------------------------------| 150 | *

315A |Rib silt loam, 0 to 2 percent slopes-------------------------------------| 85 | *

337A |Plover fine sandy loam, 0 to 3 percent slopes----------------------------| 870 | 0.2

368B |Mahtomedi-Cress complex, 2 to 6 percent slopes---------------------------| 624 | 0.1

368C |Mahtomedi-Cress complex, 6 to 12 percent slopes--------------------------| 978 | 0.2

368D |Mahtomedi-Cress complex, 12 to 25 percent slopes-------------------------| 494 | *

371A |Croswell loamy sand, 0 to 3 percent slopes-------------------------------| 464 | *

380B |Cress-Rosholt complex, 2 to 6 percent slopes-----------------------------| 683 | 0.1

380C |Cress-Rosholt complex, 6 to 12 percent slopes----------------------------| 1,413 | 0.3

380D |Cress-Rosholt complex, 12 to 25 percent slopes---------------------------| 1,751 | 0.3

383B |Mahtomedi loamy sand, 0 to 6 percent slopes------------------------------| 3,817 | 0.7

383C |Mahtomedi loamy sand, 6 to 12 percent slopes-----------------------------| 6,306 | 1.2

383D |Mahtomedi loamy sand, 12 to 30 percent slopes----------------------------| 5,488 | 1.0

396B |Friendship-Wurtsmith-Grayling complex, 0 to 6 percent slopes-------------| 216 | *

397A |Perchlake loamy fine sand, 0 to 2 percent slopes-------------------------| 508 | *

399B |Grayling sand, 0 to 6 percent slopes-------------------------------------| 11,132 | 2.0

399C |Grayling sand, 6 to 12 percent slopes------------------------------------| 7,656 | 1.4

399D |Grayling sand, 12 to 30 percent slopes-----------------------------------| 8,334 | 1.5

405A |Lupton, Cathro, and Tawas soils, 0 to 1 percent slopes-------------------| 15,054 | 2.8

406A |Loxley mucky peat, 0 to 1 percent slopes---------------------------------| 10,820 | 2.0

407A |Seelyeville and Markey soils, 0 to 1 percent slopes----------------------| 20,194 | 3.7

410A |Seelyeville and Cathro soils, 0 to 1 percent slopes----------------------| 5,660 | 1.0

412A |Rifle and Tacoosh soils, 0 to 1 percent slopes---------------------------| 219 | *

415A |Greenwood mucky peat, 0 to 1 percent slopes------------------------------| 86 | *

439B |Graycalm-Menahga complex, 0 to 6 percent slopes--------------------------| 19,802 | 3.6

439C |Graycalm-Menahga complex, 6 to 12 percent slopes-------------------------| 22,879 | 4.2

439D |Graycalm-Menahga complex, 12 to 30 percent slopes------------------------| 12,229 | 2.2

441C |Freeon, very stony-Cathro complex, 0 to 15 percent slopes----------------| 2,315 | 0.4

442C |Haugen, very stony-Greenwood complex, 0 to 15 percent slopes-------------| 10,598 | 1.9

443D |Amery, very stony-Greenwood complex, 0 to 35 percent slopes--------------| 6,929 | 1.3

461A |Bowstring muck, 0 to 1 percent slopes, frequently flooded----------------| 2,482 | 0.5

484A |Greenwood and Beseman soils, 0 to 1 percent slopes-----------------------| 2,023 | 0.4

495B |Karlsborg-Grettum-Perida complex, 1 to 6 percent slopes------------------| 367 | *

495C |Karlsborg-Grettum-Perida complex, 6 to 12 percent slopes-----------------| 333 | *

495D |Karlsborg-Grettum-Perida complex, 12 to 30 percent slopes----------------| 264 | *

497A |Meenon loamy sand, 0 to 3 percent slopes---------------------------------| 373 | *

515A |Manitowish sandy loam, 0 to 3 percent slopes-----------------------------| 298 | *

521A |Dody muck, 0 to 2 percent slopes-----------------------------------------| 34 | *

524E |Rock outcrop-Frogcreek-Metonga complex, 2 to 45 percent slopes, very | |

 | stony-------------------------------------------------------------------| 680 | 0.1

542B |Haugen, very stony-Haugen complex, 2 to 6 percent slopes-----------------| 3,201 | 0.6

542C |Haugen, very stony-Haugen complex, 6 to 12 percent slopes----------------| 8,958 | 1.6

543B |Anigon silt loam, 2 to 6 percent slopes----------------------------------| 3,221 | 0.6

543C2 |Anigon silt loam, 6 to 12 percent slopes, eroded-------------------------| 2,512 | 0.5

544F |Menahga and Mahtomedi soils, 30 to 45 percent slopes---------------------| 6,423 | 1.2

555A |Fordum silt loam, 0 to 2 percent slopes, frequently flooded--------------| 698 | 0.1

574B |Sayner loamy sand, 0 to 6 percent slopes---------------------------------| 440 | *

574C |Sayner loamy sand, 6 to 15 percent slopes--------------------------------| 701 | 0.1

574E |Sayner loamy sand, 15 to 45 percent slopes-------------------------------| 689 | 0.1

579B |Parkfalls sandy loam, 0 to 4 percent slopes, very stony------------------| 605 | 0.1

600A |Haplosaprists and Psammaquents, 0 to 2 percent slopes--------------------| 622 | 0.1

615B |Cress sandy loam, 0 to 6 percent slopes----------------------------------| 8,042 | 1.5

615C |Cress sandy loam, 6 to 12 percent slopes---------------------------------| 4,568 | 0.8

615D |Cress sandy loam, 12 to 30 percent slopes--------------------------------| 3,300 | 0.6

623A |Capitola muck, 0 to 2 percent slopes, very stony-------------------------| 666 | 0.1

624A |Ossmer silt loam, 0 to 3 percent slopes----------------------------------| 719 | 0.1

632A |Aftad fine sandy loam, 0 to 2 percent slopes-----------------------------| 569 | 0.1

632B |Aftad fine sandy loam, 2 to 6 percent slopes-----------------------------| 1,989 | 0.4

632C |Aftad fine sandy loam, 6 to 12 percent slopes----------------------------| 564 | 0.1

633F |Pence and Padus soils, 30 to 45 percent slopes---------------------------| 35 | *

648B |Sconsin silt loam, 1 to 6 percent slopes---------------------------------| 1,251 | 0.2

670C |Keweenaw-Pence complex, 6 to 15 percent slopes, stony--------------------| 11,260 | 2.1

670E |Keweenaw-Pence complex, 15 to 45 percent slopes, stony-------------------| 16,257 | 3.0

 | | |

 See footnote at end of table.
Washburn County, Wisconsin 139

Table 2.--Acreage and Proportionate Extent of the Soils--Continued

_______________________________________________________________________________________________________

 | | |

 Map | Soil name | Acres |Percent

symbol | | | _______________________________________________________________________________________________________

 | | |

671B |Spoonerhill, stony-Spoonerhill complex, 2 to 6 percent slopes------------| 8,718 | 1.6

680B |Stanberry-Pence complex, 2 to 6 percent slopes, stony--------------------| 2,258 | 0.4

683A |Tipler sandy loam, 0 to 3 percent slopes---------------------------------| 228 | *

706A |Winterfield-Totagatic complex, 0 to 2 percent slopes, frequently flooded | 72 | *

724A |Rib-Rock outcrop complex, 0 to 2 percent slopes--------------------------| 625 | 0.1

726B |Sissabagama loamy sand, 0 to 6 percent slopes----------------------------| 536 | *

733A |Wozny muck, 0 to 2 percent slopes, very stony----------------------------| 949 | 0.2

771A |Lenroot loamy sand, 0 to 3 percent slopes--------------------------------| 267 | *

827A |Scoba sandy loam, 0 to 3 percent slopes----------------------------------| 2,024 | 0.4

853C |Frogcreek-Stinnett-Wozny complex, 0 to 15 percent slopes, very stony-----| 8,125 | 1.5

856B |Stinnett silt loam, 0 to 4 percent slopes, very stony--------------------| 1,846 | 0.3

857B |Frogcreek silt loam, 2 to 6 percent slopes, very stony-------------------| 3,531 | 0.6

857C |Frogcreek silt loam, 6 to 15 percent slopes, very stony------------------| 5,915 | 1.1

873B |Stanberry sandy loam, 1 to 6 percent slopes, very stony------------------| 1,269 | 0.2

873C |Stanberry sandy loam, 6 to 15 percent slopes, very stony-----------------| 1,985 | 0.4

873D |Stanberry sandy loam, 15 to 30 percent slopes, very stony----------------| 4,980 | 0.9

905A |Cublake loamy sand, 0 to 3 percent slopes--------------------------------| 213 | *

926A |Flink loamy sand, 0 to 3 percent slopes----------------------------------| 155 | *

943D |Stanberry, very stony-Greenwood complex, 0 to 35 percent slopes----------| 338 | *

948A |Billyboy silt loam, 0 to 3 percent slopes--------------------------------| 355 | *

970C |Keweenaw, stony-Pence, stony-Greenwood complex, 0 to 15 percent slopes---| 1,513 | 0.3

970E |Keweenaw, stony-Pence, stony-Greenwood complex, 0 to 45 percent slopes---| 5,043 | 0.9

1070C |Fremstadt, stony-Cress complex, 6 to 15 percent slopes-------------------| 10,377 | 1.9

1070D |Fremstadt, stony-Cress complex, 15 to 30 percent slopes------------------| 3,778 | 0.7

1080B |Spoonerhill-Spoonerhill, stony-Cress complex, 1 to 6 percent slopes------| 3,600 | 0.7

1653C |Stanberry-Parkfalls-Wozny complex, 0 to 15 percent slopes, very stony----| 1,788 | 0.3

2015 |Pits---------------------------------------------------------------------| 361 | *

2050 |Landfill-----------------------------------------------------------------| 114 | *

3011A |Barronett silt loam, 0 to 2 percent slopes-------------------------------| 128 | *

3125A |Meehan loamy sand, 0 to 2 percent slopes---------------------------------| 1,597 | 0.3

3126A |Wurtsmith loamy sand, 0 to 3 percent slopes------------------------------| 3,630 | 0.7

3276A |Au Gres loamy sand, 0 to 3 percent slopes--------------------------------| 253 | *

3312B |Glendenning, very stony-Glendenning complex, 0 to 4 percent slopes-------| 1,871 | 0.3

3336A |Fenander fine sandy loam, 0 to 2 percent slopes--------------------------| 263 | *

3403A |Loxley, Beseman, and Dawson soils, 0 to 1 percent slopes-----------------| 6,326 | 1.2

3424C |Frogcreek-Magroc-Stinnett complex, 0 to 15 percent slopes, very stony, | |

 | rocky-------------------------------------------------------------------| 3,934 | 0.7

3446A |Newson muck, 0 to 2 percent slopes---------------------------------------| 731 | 0.1

3448B |Grettum loamy sand, 0 to 6 percent slopes--------------------------------| 10,350 | 1.9

3448C |Grettum loamy sand, 6 to 12 percent slopes-------------------------------| 609 | 0.1

3516A |Slimlake sandy loam, 0 to 3 percent slopes-------------------------------| 1,433 | 0.3

3629B |Perida loamy sand, 0 to 4 percent slopes---------------------------------| 155 | *

M-W |Miscellaneous water------------------------------------------------------| 156 | *

W |Water--------------------------------------------------------------------| 33,322 | 6.1

 | |____________|________

 | Total---------------------------------------------------------------| 546,912 | 100.0

 | | | _______________________________________________________________________________________________________

 * Less than 0.1 percent.

141

This soil survey is an inventory and evaluation of the soils in the survey area. It can

be used to adjust land uses to the limitations and potentials of natural resources and

the environment. Also, it can help to prevent soil-related failures in land uses.

In preparing a soil survey, soil scientists, conservationists, engineers, and others

collect extensive field data about the nature and behavioral characteristics of the soils.

They collect data on erosion, droughtiness, flooding, and other factors that affect

various soil uses and management. Field experience and collected data on soil

properties and performance are used as a basis in predicting soil behavior.

Information in this section can be used to plan the use and management of soils for

crops and pasture; as forest land; as sites for buildings, sanitary facilities, highways

and other transportation systems, and parks and other recreational facilities; as sites

for agricultural waste management; and as wildlife habitat. It can be used to identify

the potentials and limitations of each soil for specific land uses and to help prevent

construction failures caused by unfavorable soil properties.

Planners and others using soil survey information can evaluate the effect of specific

land uses on productivity and on the environment in all or part of the survey area. The

survey can help planners to maintain or create a land use pattern in harmony with the

natural soil.

Contractors can use this survey to locate sources of sand and gravel, roadfill, and

topsoil. They can use it to identify areas where bedrock, wetness, or very firm soil

layers can cause difficulty in excavation.

Health officials, highway officials, engineers, and others may also find this survey

useful. The survey can help them plan the safe disposal of wastes and locate sites for

pavements, sidewalks, campgrounds, playgrounds, lawns, and trees and shrubs.

Interpretive Ratings

The interpretive tables in this survey rate the soils in the survey area for various

uses. Many of the tables identify the limitations that affect specified uses and indicate

the severity of those limitations. The ratings in these tables are both verbal and

numerical.

Rating Class Terms

Rating classes are expressed in the tables in terms that indicate the extent to which

the soils are limited by all of the soil features that affect a specified use or in terms that

indicate the suitability of the soils for the use. Thus, the tables may show limitation

classes or suitability classes. Terms for the limitation classes are not limited,

somewhat limited, and very limited. The suitability ratings are expressed as well suited,

moderately suited, poorly suited, and unsuited or as good, fair, poor, and very poor.

Numerical Ratings

Numerical ratings in the tables indicate the relative severity of individual limitations.

The ratings are shown as decimal fractions ranging from 0.00 to 1.00. They indicate

Use and Management of the Soils
142 Soil Survey of

gradations between the point at which a soil feature has the greatest negative impact

on the use and the point at which the soil feature is not a limitation. The limitations

appear in order from the most limiting to the least limiting. Thus, if more than one

limitation is identified, the most severe limitation is listed first and the least severe one

is listed last.

Crops and Pasture

General management needed for crops and for hay and pasture is suggested in this

section. Climate information for the survey area is provided, the estimated yields of the

main crops and hay and pasture plants are listed, the system of land capability

classification used by the Natural Resources Conservation Service is explained, and

prime farmland is described. Planners of management systems for individual fields or

farms should consider obtaining specific information from the local office of the Natural

Resources Conservation Service or the Cooperative Extension Service.

Climate

Table 3 gives data on temperature and precipitation for the survey area as recorded

at the Spooner Experiment Farm during the period from 1971 to 2000. Table 4 shows

probable dates of the first freeze in fall and the last freeze in spring. Table 5 provides

data on length of the growing season.

In winter, the average temperature is 14.9 degrees F and the average daily

minimum temperature is 4.5 degrees. The lowest temperature on record, which

occurred on February 16, 1936, is -46 degrees. In summer, the average temperature is

67.1 degrees and the average daily maximum temperature is 79.3 degrees. The

highest temperature, which occurred on July 11, 1936, is 110 degrees.

Growing degree days are shown in table 3. They are equivalent to “heat units.”

During the month, growing degree days accumulate by the amount that the average

temperature each day exceeds a base temperature (40 degrees F). The normal

monthly accumulation is used to schedule single or successive plantings of a crop

between the last freeze in spring and the first freeze in fall.

The total annual precipitation is about 30 inches. Of this total, 19.56 inches, or 65

percent, usually falls in May through September. The growing season for most crops

falls within this period. The heaviest 1-day rainfall on record was 4.41 inches on May 9,

1918. Thunderstorms occur on about 35 days each year, and most occur between

June and August.

The average seasonal snowfall is 51.8 inches. The greatest snow depth at any one

time during the period of record was 40 inches on February 5, 1971. On an average,

107 days per year have at least 1 inch of snow on the ground. The heaviest 1-day

snowfall on record was 18 inches on March 25, 1996.

The average relative humidity in midafternoon is about 50 percent in April and May

and 70 percent in December. Humidity is higher at night, and the average at dawn is

about 90 percent in the summer and 80 percent in the winter. The sun shines

approximately 62 percent of the time possible in summer and about 50 percent in

winter. The prevailing wind is from the south in most months, but it is from the

northwest from December through April. Average windspeed is highest, around 11

miles per hour, in April.

Cropland Management Considerations

The management concerns affecting the use of the soil map units in the survey

area for crops are shown in table 6. The main concerns in managing nonirrigated
Washburn County, Wisconsin 143

cropland are conserving moisture, controlling wind erosion and water erosion, and

maintaining soil fertility.

Conserving moisture consists primarily of reducing the evaporation and runoff rates

and increasing the water infiltration rate. Applying conservation tillage and

conservation cropping systems, farming on the contour, stripcropping, establishing

field windbreaks, and leaving crop residue on the surface conserve moisture.

Generally, a combination of several practices is needed to control wind erosion and

water erosion. Conservation tillage, stripcropping, field windbreaks, contour farming,

conservation cropping systems, crop residue management, terraces, diversions, and

grassed waterways help to prevent excessive soil loss.

Measures that are effective in maintaining soil fertility include applying fertilizer, both

organic and inorganic, including manure; incorporating crop residue or green manure

crops into the soil; and using proper crop rotations. Controlling erosion helps to

prevent the loss of organic matter and plant nutrients and thus helps to maintain

productivity, although the level of fertility can be reduced even in areas where erosion

is controlled. All soils used for nonirrigated crops respond well to applications of

fertilizer.

Some of the considerations shown in the table cannot be easily overcome. These

are channels, flooding, gullies, and ponding.

Additional considerations are as follows:

Lime content, limited available water capacity, limited content of organic matter,

potential poor tilth and compaction, and restricted permeability.—These limitations can

be minimized by incorporating green manure crops, manure, or crop residue into the

soil; applying a system of conservation tillage; and using conservation cropping

systems. Also, crops may respond well to additions of phosphate fertilizer to soils that

have a high content of lime.

Potential for ground-water contamination.—The proper use of nutrients and

pesticides can reduce the risk of ground-water contamination.

Potential for surface-water contamination.—The risk of surface-water contamination

can be reduced by the proper use of nutrients and pesticides and by conservation

farming practices that reduce the runoff rate.

Surface crusting.—This limitation retards seedling development after periods of

heavy rainfall.

Surface rock fragments.—This limitation causes rapid wear of tillage equipment. It

cannot be easily overcome.

Surface stones.—Stones or boulders on or near the surface can hinder normal

tillage unless they are removed.

Salt content.—In areas where this is a limitation, only salt-tolerant crops should be

grown.

On irrigated soils the main management concerns are efficient water use, nutrient

management, control of erosion, pest and weed control, and timely planting and

harvesting for a successful crop. An irrigation system that provides optimum control

and distribution of water at minimum cost is needed. Overirrigation wastes water,

leaches plant nutrients, and causes erosion. Also, it can increase wetness and soil

salinity.

Explanation of Criteria

Acid soil.—The pH is less than 6.1.

Channeled.—The word “channeled” is included in the map unit name.

Dense layer.—The bulk density is 1.80 g/cc or greater within the soil profile.

Depth to rock.—The depth to bedrock is less than 40 inches.

Eroded.—The word “eroded” is included in the map unit name.

Excessive permeability.—Saturated hydraulic conductivity is 42 micrometers per

second or more within the soil profile.
144 Soil Survey of

Flooding.—Flooding is occasional, frequent, or very frequent.

Gullied.—The word “gullied” is included in the map unit name.

High content of organic matter.—The surface layer has more than 20 percent

organic matter.

Lime content.—The pH is 7.4 or more in the surface layer, or the wind erodibility

group is 4L.

Limited available water capacity.—The available water capacity calculated to a

depth of 60 inches or to a root-limiting layer is 6 inches or less.

Limited content of organic matter.—The content of organic matter is 2 percent or

less in the surface layer.

Ponding.—Ponding duration is assigned to the soil. Water is above the surface.

Potential poor tilth and compaction.—The content of clay is 27 percent or more in

the surface layer.

Potential for ground-water contamination (by nutrients or pesticides).—The depth to

a zone in which the soil moisture status is wet is 4 feet or less, the saturated hydraulic

conductivity of any layer is more than 42 micrometers per second, or the depth to

bedrock is less than 60 inches.

Potential for surface-water contamination (by nutrients or pesticides).—The soil is

occasionally, frequently, or very frequently flooded, is subject to ponding, is assigned

to hydrologic group C or D and has a slope of more than 2 percent, is assigned to

hydrologic group A and has a slope of more than 6 percent, or is assigned to

hydrologic group B, has a slope of 3 percent or more, and has a K factor of more than

0.17.

Previously eroded.—The word “eroded” is included in the map unit name.

Restricted permeability.—Saturated hydraulic conductivity is less than 0.42

micrometer per second within the soil profile.

Salt content.—The electrical conductivity is 4 or more in the surface layer or 8 or

more within a depth of 30 inches.

Slope (equipment limitation).—The slope is more than 15 percent.

Surface crusting.—The content of clay is 27 percent or more and the content of

organic matter is 2 percent or less in the surface layer.

Surface rock fragments (equipment limitation).—The terms describing the texture of

the surface layer include any rock fragment modifier, except for gravelly, channery,

stony, very stony, extremely stony, bouldery, very bouldery, and extremely bouldery.

Surface stones (equipment limitation).—The word “stony” or “bouldery” is included

in the description of the surface layer, or 0.01 percent or more of the surface is

covered by boulders.

Water erosion.—Either the slope is 6 percent or more, or the slope is more than 3

percent and less than 6 percent and the surface layer is not sandy.

Wet soil moisture status.—A zone in which the soil moisture status is wet is within

2.5 feet of the surface.

Wind erosion.—The wind erodibility group is 1, 2, 3, or 4L.

Hydrologic groups are described under the heading “Water Features.” Erosion

factors (e.g., K factor) and wind erodibility groups are described under the heading

“Physical Properties.”

Crop Yield Estimates

The average yields per acre that can be expected of the principal crops and hay

and pasture plants under a high level of management are shown in table 7. In any

given year, yields may be higher or lower than those indicated in the table because of

variations in rainfall and other climatic factors. The land capability classification of map

units in the survey area also is shown in table 7.
Washburn County, Wisconsin 145

The yields are based mainly on the experience and records of farmers,

conservationists, and extension agents. Available yield data from nearby counties and

results of field trials and demonstrations also are considered.

The management needed to obtain the indicated yields of the various crops

depends on the kind of soil and the crop. Management can include drainage, erosion

control, and protection from flooding; the proper planting and seeding rates; suitable

high-yielding crop varieties; appropriate and timely tillage; control of weeds, plant

diseases, and harmful insects; favorable soil reaction and optimum levels of nitrogen,

phosphorus, potassium, and trace elements for each crop; effective use of crop

residue, barnyard manure, and green manure crops; and harvesting that ensures the

smallest possible loss.

The estimated yields reflect the productive capacity of each soil for each of the

principal crops. Yields are likely to increase as new production technology is

developed. The productivity of a given soil compared with that of other soils, however,

is not likely to change.

Crops other than those shown in the table are grown in the survey area, but

estimated yields are not listed because the acreage of such crops is small. The local

office of the Natural Resources Conservation Service or the Cooperative Extension

Service can provide information about the management and productivity of the soils

for those crops.

Pasture and Hayland Interpretations

Under good management, proper grazing is essential for the production of highquality forage, stand survival, and erosion control. Proper grazing helps plants to

maintain sufficient and generally vigorous top growth during the growing season.

Brush control is essential in many areas, and weed control generally is needed.

Rotation grazing and pasture renovation also are important management practices.

Yield estimates are often provided in animal unit months (AUM), or the amount of

forage or feed required to feed one animal unit (one cow, one horse, one mule, five

sheep, or five goats) for 30 days.

The local office of the Natural Resources Conservation Service or the Cooperative

Extension Service can provide information about forage yields other than those shown

in the yields table.

Land Capability Classification

Land capability classification shows, in a general way, the suitability of soils for most

kinds of field crops. Crops that require special management are excluded. The soils

are grouped according to their limitations for field crops, the risk of damage if they are

used for crops, and the way they respond to management. The criteria used in

grouping the soils do not take into account major and generally expensive landforming

that would change slope, depth, or other characteristics of the soils, nor do they

include possible but unlikely major reclamation projects. Capability classification is not

a substitute for interpretations designed to show suitability and limitations of groups of

soils for forest land or for engineering purposes.

In the capability system, soils generally are grouped at three levels—capability

class, subclass, and unit (USDA, 1961). These categories indicate the degree and

kinds of limitations affecting mechanized farming systems that produce the more

commonly grown field crops, such as corn, small grain, cotton, hay, and field-grown

vegetables. Only class and subclass are used in this survey.

Capability classes, the broadest groups, are designated by the numbers 1 through 8.

The numbers indicate progressively greater limitations and narrower choices for

practical use.
146 Soil Survey of

If properly managed, soils in classes 1, 2, 3, and 4 are suitable for the mechanized

production of commonly grown field crops and for pasture and forest land. The degree

of the soil limitations affecting the production of cultivated crops increases

progressively from class 1 to class 4. The limitations can affect levels of production

and the risk of permanent soil deterioration caused by erosion and other factors.

Soils in classes 5, 6, and 7 are generally not suited to the mechanized production of

commonly grown field crops without special management, but they are suitable for

plants that provide a permanent cover, such as grasses and trees. The severity of the

soil limitations affecting crops increases progressively from class 5 to class 7.

Areas in class 8 are generally not suitable for crops, pasture, or forest land without

a level of management that is impractical. These areas may have potential for other

uses, such as recreational facilities and wildlife habitat.

Capability subclasses identify the dominant kind of limitation in the class. They are

designated by adding a small letter, e, w, s, or c, to the class numeral, for example, 2e.

The letter e shows that the main hazard is the risk of erosion unless a close-growing

plant cover is maintained; w shows that water in or on the soil interferes with plant

growth or cultivation (in some soils the wetness can be partly corrected by artificial

drainage); s shows that the soil is limited mainly because it is shallow, droughty, or

stony; and c, used in only some parts of the United States, shows that the chief

limitation is climate that is very cold or very dry.

There are no subclasses in class 1 because the soils of this class have few

limitations. Class 5 contains only the subclasses indicated by w, s, or c because the

soils in class 5 are subject to little or no erosion. They have other limitations that

restrict their use mainly to pasture, forest land, wildlife habitat, or recreation.

The capability classification of map units in the survey area is given in table 7.

Prime Farmland

Prime farmland is of major importance in meeting the Nation’s short- and longrange needs for food and fiber. The acreage of high-quality farmland is limited, and the

U.S. Department of Agriculture recognizes that government at local, State, and

Federal levels, as well as individuals, must encourage and facilitate the wise use of our

Nation’s prime farmland.

Prime farmland soils, as defined by the U.S. Department of Agriculture, are soils

that are best suited to food, feed, forage, fiber, and oilseed crops. Such soils have

properties that favor the economic production of sustained high yields of crops. The

soils need only to be treated and managed by acceptable farming methods. An

adequate moisture supply and a sufficiently long growing season are required. Prime

farmland soils produce the highest yields with minimal expenditure of energy and

economic resources, and farming these soils results in the least damage to the

environment.

Prime farmland soils may presently be used as cropland, pasture, or forest land or

for other purposes. They either are used for food and fiber or are available for these

uses. Urban or built-up land, public land, and water areas cannot be considered prime

farmland. Urban or built-up land is any contiguous unit of land 10 acres or more in size

that is used for such purposes as housing, industrial, and commercial sites, sites for

institutions or public buildings, small parks, golf courses, cemeteries, railroad yards,

airports, sanitary landfills, sewage treatment plants, and water-control structures.

Public land is land not available for farming in national forests, national parks, military

reservations, and state parks.

Prime farmland soils commonly receive an adequate and dependable supply of

moisture from precipitation or irrigation. The temperature and growing season are

favorable, and the level of acidity or alkalinity and the content of salts and sodium are
Washburn County, Wisconsin 147

acceptable. The soils have few, if any, rocks and are permeable to water and air. They

are not excessively erodible or saturated with water for long periods, and they are not

frequently flooded during the growing season or are protected from flooding. Slopes

range mainly from 0 to 6 percent.

Soils that have a saturated zone high in the profile or soils that are subject to

flooding may qualify as prime farmland where these limitations are overcome by

drainage measures or flood control. Onsite evaluation is necessary to determine the

effectiveness of corrective measures. More information about the criteria for prime

farmland can be obtained at the local office of the Natural Resources Conservation

Service.

A recent trend in land use has been the conversion of prime farmland to urban and

industrial uses. The loss of prime farmland to other uses puts pressure on lands that

are less productive than prime farmland.

About 55,841 acres, or 10.2 percent of the survey area, meets the requirements for

prime farmland.

The map units in the survey area that meet the requirements for prime farmland are

listed in table 8. This list does not constitute a recommendation for a particular land

use. On some soils included in the table, measures that overcome limitations are

needed. The need for these measures is indicated in parentheses after the map unit

name. The location of each map unit is shown on the soil maps. The soil qualities that

affect use and management are described in the section “Soil Map Unit Descriptions.”

Windbreaks and Environmental Plantings

Windbreaks protect livestock, buildings, and yards from wind and snow. They also

protect fruit trees and gardens, and they furnish habitat for wildlife. Several rows of

low- and high-growing broadleaf and coniferous trees and shrubs provide the most

protection.

Field windbreaks are narrow plantings made at right angles to the prevailing wind

and at specific intervals across the field. The interval depends on the erodibility of the

soil. Field windbreaks protect cropland and crops from wind, help to keep snow on the

fields, and provide food and cover for wildlife.

Environmental plantings help to beautify and screen houses and other buildings and

to abate noise. The plants, mostly evergreen shrubs and trees, are closely spaced. To

ensure plant survival, a healthy planting stock of suitable species should be planted

properly on a well prepared site and maintained in good condition.

Windbreaks are often planted on land that did not originally support trees.

Knowledge of how trees perform on such land can be gained only by observing and

recording the performance of trees that have been planted and have survived. Many

popular windbreak species are not indigenous to the areas in which they are planted.

Each tree or shrub species has certain climatic and physiographic limits. Within

these parameters, a tree or shrub may grow well or grow poorly, depending on the

characteristics of the soil. Each tree or shrub has definable potential heights in a given

physiographic area and under a given climate. Accurate definitions of potential heights

are necessary when a windbreak is planned and designed.

Table 9 shows the height that locally grown trees and shrubs are expected to reach

in 20 years on various soils. The estimates in this table are based on measurements

and observation of established plantings that have been given adequate care. They

can be used as a guide in planning windbreaks and screens. Additional information on

planning windbreaks and screens and planting and caring for trees and shrubs can be

obtained from local offices of the Natural Resources Conservation Service or the

Cooperative Extension Service or from a nursery.
148 Soil Survey of

Conservation Tree/Shrub Suitability Groups

Conservation tree/shrub suitability groups consist of soils in which the kinds and

degrees of the hazards and limitations that affect the survival and growth of trees and

shrubs in conservation plantings are about the same. The conservation tree/shrub

suitability groups assigned to the soils in the survey area are listed in table 10.

Descriptions of the groups are provided in the “National Forestry Manual,” which is

available in local offices of the Natural Resources Conservation Service or on the

Internet.

Forest Land Management

Information about the hazards and limitations that should be considered in areas

used as forest land are given in tables 11 through 14.

Forest Land Harvest Equipment Considerations

Table 11 provides information regarding the use of harvest equipment in areas used

as forest land.

For most soils spring is the most limiting season. Alternate thawing and freezing

during snowmelt cause saturation and low strength of the surface soil layers. When

thawing is complete, saturation continues for short periods in well drained soils to

nearly all year in very poorly drained soils in depressions. Degrees of wetness are

generally proportionate to the depth at which a zone of saturation occurs. This zone

generally is lower in summer during the heavy use of moisture by vegetation and is

nearer the surface during periods when absorbed precipitation is greater than the

vegetation requires. Harvesting during periods of saturation usually results in severe

soil damage, except when the soil is frozen. The preferred season for timber harvest

on many soils is winter, when wetness and low soil strength can be overcome by

freezing.

Considerations shown in table 11 are as follows:

Slope.—The upper slope limit is more than 15 percent.

Flooding.—The soil is frequently flooded.

Wetness.—The soil is somewhat poorly drained, poorly drained, or very poorly

drained or has a perched zone in which the soil moisture status is wet (any drainage

class).

Depth to hard rock.—The depth to hard bedrock is less than 10 inches.

Rubbly surface.—The word “rubbly” is in the map unit name.

Surface stones.—The words “extremely stony” are in the map unit name.

Surface boulders.—The word “bouldery” is in the map unit name.

Areas of rock outcrop.—Rock outcrop is a named component in the map unit.

Susceptible to rutting and wheel slippage (low strength).—The AASHTO

classification is A-6, A-7, or A-8 in any layer at a depth of 20 inches or less.

Poor traction (loose sandy material).—The USDA texture includes sands or loamy

sands in any layer at a depth of 10 inches or less.

Forest Haul Road Considerations

Table 12 provides information regarding the use of the soils as haul roads. Haul

roads serve as transportation routes from log landings to primary roads. Generally,

haul roads are unpaved, but some are graveled.

Considerations shown in the table are as follows:

Slope.—The slope is 8 percent or more.

Flooding.—The soil is frequently flooded.
Washburn County, Wisconsin 149

Wetness.—The soil is somewhat poorly drained, poorly drained, or very poorly

drained or has a perched zone in which the soil moisture status is wet (any drainage

class).

Depth to hard rock.—The depth to hard bedrock is less than 20 inches.

Depth to soft rock.—The depth to soft bedrock is less than 20 inches.

Surface boulders.—The word “bouldery” is in the map unit name.

Areas of rock outcrop.—Rock outcrop is a named component in the map unit.

Low bearing strength.—The AASHTO classification is A-6, A-7, or A-8 in any layer

at a depth of 20 inches or less.

Rubbly surface.—The word “rubbly” is in the map unit name.

Forest Log Landing Considerations

Table 13 provides information regarding the use of the soils as log landings. Log

landings are areas where logs are assembled for transportation. Areas that require

little or no cutting, filling, or surface preparation are desired.

Considerations shown in the table are as follows:

Slope.—The slope is more than 3 percent.

Flooding.—The soil is occasionally flooded or frequently flooded.

Wetness.—The soil is somewhat poorly drained, poorly drained, or very poorly

drained or has a perched zone in which the soil moisture status is wet (any drainage

class).

Surface boulders.—The word “bouldery” is in the map unit name.

Areas of rock outcrop.—Rock outcrop is a named component in the map unit.

Susceptible to rutting and wheel slippage (low strength).—The AASHTO

classification is A-6, A-7, or A-8 in any layer at a depth of 20 inches or less.

Rubbly surface.—The word “rubbly” is in the map unit name.

Forest Land Site Preparation and Planting Considerations

Table 14 provides information regarding considerations affecting site preparation

and planting in areas used as forest land.

Considerations shown in the table are as follows:

Slope.—The upper slope limit is more than 15 percent.

Flooding.—The soil is frequently flooded.

Wetness.—The soil is somewhat poorly drained, poorly drained, or very poorly

drained or has a perched zone in which the soil moisture status is wet (any drainage

class).

Depth to hard rock.—The depth to hard bedrock is less than 20 inches.

Surface stones.—The word “stony” is in the map unit name.

Surface boulders.—The word “bouldery” is in the map unit name.

Areas of rock outcrop.—Rock outcrop is a named component in the map unit.

Water erosion.—The slope is 8 percent or more.

Potential poor tilth and compaction.—The AASHTO classification is A-6 or A-7 in

the upper 10 inches.

Rubbly surface.—The word “rubbly” is in the map unit name.

Cobbly surface.—The word “cobbly” is in the map unit name.

Forest Habitat Types

Joseph A. Kovach, forest ecologist/silviculturist, Division of Forestry, Wisconsin Department of Natural

Resources, helped prepare this section.

The forest habitat type classification system (FHTCS) is a site classification system

based on the floristic composition of plant communities. The system depends on the
150 Soil Survey of

identification of potential climax associations, repeatable patterns in the composition of

the understory vegetation, and differential understory species. It groups land units with

similar capacity to produce vegetation. The floristic composition of the plant community

is used as an integrated indicator of those environmental factors that affect species

reproduction, growth, competition, and community development. This classification

system enables the recognition of ecologically similar landscape units and vegetation

communities. It is a system for classifying forest plant communities and the sites on

which they develop.

A forest habitat type is an aggregation of sites (units of land) capable of producing

similar late-successional (potential climax) forest plant communities. Each

recognizable habitat type represents a relatively narrow segment of environmental

variation that is characterized by a certain limited potential for vegetation development.

Although at any given time a habitat type can support a variety of disturbance-induced

(seral) plant communities, the ultimate product of succession is presumed to be a

similar climax community. Field identification of a habitat type provides a convenient

label (habitat type name) for a given site and places that site in the context of a larger

group of sites that share similar ecological traits.

Forest habitat types are characterized by plant associations, not by individual

indicator species. Differential (diagnostic) species combinations in the understory flora

are used to identify habitat types at any successional stage, but these combinations

have meaning only in the context of the specific habitat types or groups being

compared.

The forest habitat types in Washburn County can be identified and interpreted using

Field Guide to Forest Habitat Types of Northern Wisconsin, 2nd edition (Kotar and

others, 2002). The guide provides keys to habitat type identification based on the

presence or absence of differential understory species; describes the characteristic

understory species composition, the common forest cover types, and the expected

successional trends; and summarizes management implications for each habitat type.

Management considerations include inherent site capability (biological potential),

potential responses to disturbance, competition, successional trends, potential cover

types, and expected suitability and productivity for specific tree species. Additional

interpretive information is available in Wisconsin Forest Statistics, 1996: Analysis by

Habitat Type Class (Kotar and others, 1999).

Although soil map units do not coincide exactly with habitat types, there is a strong

correlation between them. Soil moisture and nutrient regimes are key factors

determining habitat type occurrence. Habitat types for the soils in Washburn County

are shown in table 15. A single habitat type is considered dominant if it constitutes

more than 60 percent coverage (one habitat type that has more than 60 percent

occurrence). If no habitat types are dominant but two types with 25 to 59 percent

occurrence add up to more than 70 percent, then they would be considered

codominant. A common habitat type is listed when the expected frequency of

occurrence is 15 to 55 percent and the requirements for identification as codominant

are not met.

The following paragraphs briefly describe the habitat types in the county. The types

are listed in the following order: dry and nutrient-poor sites; mesic and nutrient-rich

sites; wet-mesic sites (nutrient rich to nutrient poor); and wet sites.

Region 1 Habitat Types (predominant in Washburn County)

PQGCe—Pinus strobus-Quercus spp./Gaultheria procumbens-Ceanothus

americanus habitat type. The common name is Eastern white pine-Oaks/

Wintergreen-New Jersey tea. The presumed potential climax overstory is dominated

by eastern white pine and oaks (white oak, bur oak, northern red oak, and northern

pin oak). Currently, common cover types include any mixture of jack pine, red pine,

northern pin oak, and northern red oak. Aspen is an occasional dominant or associate,
Washburn County, Wisconsin 151

whereas bur oak and white oak are occasional associates. The dominant ground flora

commonly includes grasses and sedges, hazelnut, blueberry, blackberries, juneberry,

wild rose, bracken fern, wild lily-of-the-valley, wintergreen, northern bedstraw, and oak

seedlings.

The moisture regime is dry, and the nutrient regime is poor. The pines (jack pine,

red pine, and white pine) exhibit moderate potential productivity. The timber

productivity of other species is relatively poor, but the oaks do provide abundant mast

for wildlife.

This habitat type is common on outwash plains in the northwestern part of the

county.

PArVAm—Pinus strobus-Acer rubrum/Vaccinium angustifolium-Amphicarpa

bracteata habitat type. The common name is Eastern white pine-Red maple/

Blueberry-Hog peanut. The presumed potential climax overstory is dominated by

eastern white pine, red maple, northern red oak, and white oak. Currently, common

cover types include any mixture of aspen, white oak, red oak, and red maple.

Overstory associates include white birch, northern pin oak, bur oak, white pine, red

pine, and jack pine. The dominant ground flora commonly includes grasses and

sedges, hazelnut, juneberry, blackberries, blueberry, bracken fern, bigleaf aster, hog

peanut, wild sarsaparilla, and red maple seedlings.

The moisture regime is dry or dry-mesic, and the nutrient regime is poor or medium.

All of the pines exhibit excellent potential productivity, but intense competition often

limits opportunities for the establishment and maintenance of jack pine. Aspen and

paper birch can exhibit good growth and productivity, but the oaks and red maple

demonstrate only moderate productivity.

This habitat type is most common on outwash plains in the central part of the

county, but it also occurs on moraines and glacial lake plains throughout much of the

county.

AVDe—Acer saccharum/Vaccinium angustifolium-Desmodium glutinosum

habitat type. The common name is Sugar maple/Blueberry-Pointed-leaved tick trefoil.

The presumed potential climax overstory is dominated by sugar maple, red maple,

American basswood, and white ash but may also include northern red oak, white oak,

and eastern white pine. Currently, common cover types include any mixture of aspen,

white oak, red oak, and red maple. Overstory associates include sugar maple,

basswood, white pine, and white birch. The dominant ground flora commonly includes

grasses and sedges, maple-leaved viburnum, hazelnut, blackberries, bracken fern,

bigleaf aster, pointed-leaved tick trefoil, hog peanut, wild sarsaparilla, interrupted fern,

ironwood, and red maple and sugar maple seedlings.

The moisture regime is dry-mesic, and the nutrient regime is medium. Trees

exhibiting excellent potential productivity include white pine, red pine, white birch, and

aspen. Also, white oak, red oak, and red maple can exhibit good growth and

productivity. The mesic hardwoods (sugar maple, basswood, and white ash) offer only

moderate to poor potential productivity.

This habitat type is common on rolling moraines and outwash plains throughout

much of the county.

AAt—Acer saccharum/Athyrium filix-femina habitat type. The common name is

Sugar maple/Lady fern. The presumed potential climax overstory is dominated by

sugar maple, basswood, white ash, and red maple. Currently, common cover types

include any mixture of northern red oak, white oak, red maple, sugar maple, and

aspen. Common overstory associates include American basswood, white ash, eastern

white pine, and white birch. The dominant ground flora commonly includes grasses

and sedges, sugar maple seedlings, ironwood seedlings, hazelnut, bigleaf aster, hog

peanut, pointed-leaved tick trefoil, lady fern, interrupted fern, bracken fern, early

meadow rue, sweet cicely, trilliums, sessile-leaved bellwort, wild sarsaparilla, and

maple-leaved viburnum.
152 Soil Survey of

The moisture regime is dry-mesic, and the nutrient regime is medium or rich. Mesic

hardwoods (sugar maple, basswood, white ash, and red maple) are very competitive,

and potential productivity is good. Red oak, white oak, and white pine demonstrate

excellent productivity but require significant disturbance for successful regeneration.

Following severe disturbance, aspen and paper birch can demonstrate excellent

productivity as pioneers.

This habitat type is common on moraines, outwash plains, and glacial lake plains in

the southern part of the county.

ACaCi—Acer saccharum/Caulophyllum thalictroides-Circaea quadrisulcata

habitat type. The common name is Sugar maple/Blue cohosh-Enchanter’s

nightshade. The presumed potential climax overstory is dominated by sugar maple,

American basswood, and white ash. Currently, common cover types include any

mixture of sugar maple, northern red oak, white oak, and aspen. Common associates

are red maple, basswood, white ash, black cherry, and white birch. The dominant

ground flora commonly includes grasses and sedges, sugar maple seedlings, bigleaf

aster, wild geranium, sweet cicely, lady fern, early meadow rue, trilliums, yellow violets,

enchanter’s nightshade, hog peanut, maidenhair fern, and black snakeroot.

The moisture regime is mesic or dry-mesic, and the nutrient regime is rich. Most

tree species can exhibit excellent growth and productivity on these sites if

establishment opportunities exist and competition is controlled. Northern hardwoods

demonstrate excellent productive potential and competitive advantages. Oaks

commonly are present but require aggressive management (significant disturbance)

for regeneration.

This habitat type is somewhat common on moraines, outwash plains, and glacial

lake plains in the southern part of the county.

ASaI—Acer saccharum/Sanguinaria canadensis-Impatiens capensis habitat

type. The common name is Sugar maple/Bloodroot-Jewelweed. The presumed

potential climax overstory is dominated by sugar maple, red maple, white ash, green

ash, black ash, American basswood, and yellow birch. Currently, common cover types

include any mixture of aspen, red maple, oaks (red oak, white oak, and bur oak),

basswood, and white birch. The dominant ground flora commonly includes grasses

and sedges, lady fern, sweet cicely, jewelweed, bigleaf aster, wood anemone, trilliums,

bloodroot, early meadow rue, gooseberry, sensitive fern, interrupted fern, wild

geranium, Virginia creeper, Virginia waterleaf, enchanter’s nightshade, black

snakeroot, hog peanut, and hazelnut.

The moisture regime is wet-mesic or mesic, and the nutrient regime is rich.

Although the characteristic dampness can limit tree growth and productivity, most of

the commonly occurring tree species can exhibit good potential productivity. Mesic

hardwoods (sugar maple, basswood, and white ash) are most competitive in the

absence of disturbance, but productivity is only good to moderate. Mid-tolerant

hardwoods that require some disturbance for regeneration but that demonstrate good

to excellent productive potential are black ash and red maple.

This habitat type occurs on moraines, outwash plains, and glacial lake plains in the

southern part of the county.

ArVRp—Acer rubrum/Vaccinium spp.-Rubus pubescens habitat type. The

common name is Red maple/Blueberries-Dwarf raspberry. The presumed potential

climax overstory is dominated by red maple and eastern white pine. Currently, aspen

and red maple dominate most stands. Common associates and occasional dominants

include white birch, pines (white pine, red pine, and jack pine), and oaks (white oak,

bur oak, northern red oak, and northern pin oak). The dominant ground flora

commonly includes grasses and sedges, hazelnut, bush honeysuckle, bunchberry,

dwarf raspberry, swamp dewberry, bracken fern, interrupted fern, lady fern, bigleaf

aster, wild lily-of-the-valley, sessile-leaved bellwort, wild sarsaparilla, and red maple

seedlings.
Washburn County, Wisconsin 153

The moisture regime is wet-mesic to dry-mesic, and the nutrient regime is poor or

medium. Although the characteristic dampness can limit tree growth and productivity,

most of the commonly occurring tree species can exhibit good to moderate potential

productivity. White pine offers the greatest growth potential.

This habitat type is mostly on outwash plains and glacial lake plains in the southern

part of the county.

Region 3 Habitat Types (occurring only in northeastern and east-central

Washburn County)

PArVAa—Pinus strobus-Acer rubrum/Vaccinium angustifolium-Aralia

nudicaulis habitat type. The common name is Eastern white pine-Red maple/Low

sweet blueberry-Wild sarsaparilla. The presumed potential climax overstory is

dominated by eastern white pine and red maple but may include northern red oak,

balsam fir, and white spruce. Currently, common cover types include any mixture of

aspen, paper birch, red oak, red maple, white pine, and red pine. The dominant ground

flora commonly includes grasses and sedges, hazelnut, blackberries, blueberry, bush

honeysuckle, bracken fern, wild sarsaparilla, wild lily-of-the-valley, bigleaf aster,

starflower, barren strawberry, wintergreen, and red maple and balsam fir seedlings.

The moisture regime is dry or dry-mesic, and the nutrient regime is poor or medium.

The pines exhibit excellent potential productivity, but intense competition often limits

opportunities for the establishment and maintenance of jack pine. Aspen, paper birch,

and white spruce can exhibit good growth and productivity, whereas red oak and red

maple demonstrate only moderate productivity.

This habitat type occurs only in a small area on outwash plains in the east-central

part of the county.

AVVb—Acer saccharum/Vaccinium angustifolium-Viburnum acerifolium

habitat type. The common name is Sugar maple/Low sweet blueberry-Mapleleaf

viburnum. The presumed potential climax overstory is dominated by sugar maple, red

maple, and northern red oak. Currently, common cover types include any mixture of

aspen, paper birch, red oak, red maple, sugar maple, and eastern white pine. The

dominant ground flora commonly includes grasses and sedges, hazelnut, blackberries,

mapleleaf viburnum, bracken fern, wild sarsaparilla, bigleaf aster, ironwood, and red

maple and sugar maple seedlings.

The moisture regime is dry-mesic, and the nutrient regime is medium. Trees

exhibiting excellent potential productivity include red pine, white pine, aspen, and

paper birch. Also, red oak, red maple, and white spruce can exhibit good growth and

productivity. Although it is common, sugar maple generally is of poor quality.

This habitat type occurs on the moraines and outwash plains in the northeastern

part of the county.

ATM—Acer saccharum-Tsuga canadensis/Maianthemum canadense habitat

type. The common name is Sugar maple-Eastern hemlock/Wild lily-of-the-valley. The

presumed potential climax overstory is dominated by sugar maple, eastern hemlock,

and yellow birch. Currently, common cover types include any mixture of sugar maple,

red maple, aspen, paper birch, American basswood, northern red oak, white ash,

yellow birch, balsam fir, and eastern hemlock. The dominant ground flora commonly

includes grasses and sedges, sugar maple seedlings, hazelnut, bush honeysuckle,

bracken fern, spinulose shield fern, lady fern, wild sarsaparilla, wild lily-of-the-valley,

bigleaf aster, beadlily, and starflower.

The moisture regime is mesic, and the nutrient regime is medium. Trees exhibiting

good to excellent productive and competitive potential include sugar maple, basswood,

white ash, yellow birch, and hemlock. Others demonstrating excellent productivity but

limited competitive abilities include red maple, red oak, and white pine. Following

severe disturbance, aspen and paper birch can demonstrate excellent productivity as

pioneers.
154 Soil Survey of

This habitat type occurs on the moraines and outwash plains in the northeastern

part of the county.

ATD—Acer saccharum-Tsuga canadensis/Dryopteris spinulosa habitat type.

The common name is Sugar maple-Eastern hemlock/Spinulose shield fern. The

presumed potential climax overstory is dominated by sugar maple, eastern hemlock,

and yellow birch. Currently, most stands are dominated by sugar maple and aspen.

Common overstory associates include basswood, white ash, red maple, red oak,

yellow birch, and hemlock. The dominant ground flora commonly includes grasses and

sedges, sugar maple seedlings, spinulose shield fern, lady fern, wild lily-of-the-valley,

and starflower.

The moisture regime is mesic, and the nutrient regime is medium or rich. Most trees

can exhibit excellent growth and productivity if establishment opportunities exist and

competition is controlled. Northern hardwoods and hemlock-hardwoods demonstrate

excellent productive potential and competitive advantages.

This habitat type occurs on the moraines in the northeastern part of the county.

AOCa—Acer saccharum/Osmorhiza claytonii-Caulophyllum thalictroides

habitat type. The common name is Sugar maple/Sweet cicely-Blue cohosh. The

presumed potential climax overstory is dominated by sugar maple. Currently, most

stands are dominated by sugar maple and American basswood and some aspen.

Common overstory associates include yellow birch, eastern hemlock, white ash, red

maple, and black cherry. The dominant ground flora commonly includes grasses and

sedges, sugar maple seedlings, hazelnut, lady fern, spinulose shield fern, bigleaf

aster, wild sarsaparilla, trilliums, sweet cicely, blue cohosh, and gooseberries.

The moisture regime is mesic, and the nutrient regime is rich. Most tree species can

exhibit excellent growth and productivity if establishment opportunities exist and

competition is controlled. Northern hardwoods demonstrate excellent productive

potential and competitive advantages.

This habitat type occurs on the moraines in the northeastern part of the county.

ACaI—Acer saccharum/Caulophyllum thalictroides-Impatiens capensis

habitat type. The common name is Sugar maple/Blue cohosh-Jewelweed. The

presumed potential climax overstory is dominated by sugar maple. Currently, most

stands are dominated by sugar maple, red maple, American basswood, and aspen.

Common overstory associates include yellow birch, black ash, green ash, white ash,

and hemlock. The dominant ground flora commonly includes grasses and sedges,

sugar maple seedlings, lady fern, spinulose shield fern, blue cohosh, sweet cicely,

jack-in-the-pulpit, trilliums, and gooseberries.

The moisture regime is wet-mesic or mesic, and the nutrient regime is rich.

Although the characteristic dampness can limit tree growth and productivity, most of

the commonly occurring tree species can exhibit good to excellent potential

productivity. Sugar maple growth and quality are good.

This habitat type occurs on the moraines in the northeastern part of the county.

ATAtOn—Acer saccharum-Tsuga canadensis/Athyrium filix-femina-Onoclea

sensibilis habitat type. The common name is Sugar maple-Eastern hemlock/Lady

fern-Sensitive fern. The presumed potential climax overstory is dominated by sugar

maple, red maple, yellow birch, and eastern hemlock. Currently, common cover types

include any mixture of red maple, sugar maple, yellow birch, hemlock, basswood,

black ash, green ash, and aspen. The dominant ground flora commonly includes

grasses and sedges, red maple and sugar maple seedlings, hazelnut, blackberries,

lady fern, spinulose shield fern, sensitive fern, horsetails, jewelweed, and bigleaf aster.

The moisture regime is wet-mesic or mesic, and the nutrient regime is medium or

rich. Although the characteristic dampness can limit tree growth and productivity, most

of the commonly occurring tree species can exhibit good to excellent potential

productivity. Sugar maple growth and quality are only moderate.

This habitat type occurs on the moraines in the northeastern part of the county.
Washburn County, Wisconsin 155

TMC—Tsuga canadensis/Maianthemum canadense-Coptis groenlandica

habitat type. The common name is Eastern hemlock/Wild lily-of-the-valleyGoldthread. The presumed potential climax overstory is dominated by eastern

hemlock, yellow birch, red maple, and sugar maple. Currently, common cover types

include any mixture of red maple, balsam fir, aspen, paper birch, sugar maple, yellow

birch, and hemlock. The dominant ground flora commonly includes grasses and

sedges, sugar maple and red maple seedlings, balsam fir seedlings, hazelnut, bracken

fern, clubmosses, bunchberry, wild lily-of-the-valley, wild sarsaparilla, bigleaf aster,

beadlily, and starflower.

The moisture regime is wet-mesic or mesic, and the nutrient regime is medium.

Although the characteristic dampness can limit tree growth and productivity, most of

the commonly occurring tree species can exhibit good potential productivity. Areas of

this habitat type are not ideal for management of northern hardwoods because sugar

maple growth and quality are limited.

This habitat type occurs on the moraines in the northeastern part of the county.

ArAbVC—Acer rubrum-Abies balsamea/Vaccinium spp.-Coptis groenlandica

habitat type. The common name is Red maple-Balsam fir/Blueberries-Goldthread.

The presumed potential climax overstory is dominated by red maple, balsam fir, white

spruce, and hemlock. Currently, common cover types include any mixture of aspen,

paper birch, red maple, balsam fir, white spruce, white pine, and red pine. The

dominant ground flora commonly includes grasses and sedges, red maple and balsam

fir seedlings, hazelnut, blackberries, blueberries, bush honeysuckle, bracken fern,

clubmosses, bunchberry, goldthread, wild lily-of-the-valley, wild sarsaparilla, bigleaf

aster, beadlily, and starflower.

The moisture regime is wet-mesic to dry-mesic, and the nutrient regime is poor or

medium. Although the characteristic dampness can limit tree growth and productivity,

most of the commonly occurring tree species can exhibit good to moderate potential

productivity.

This habitat type occurs only in a small area on outwash plains in the east-central

part of the county.

Forest Lowland Habitat Types

No forested lowland habitat types have been defined and characterized. Currently,

common lowland cover types include any mixture of northern white-cedar, tamarack,

black spruce, balsam fir, black ash, red maple, and aspen. To help identify biological

potentials, these poorly drained and very poorly drained sites can be subdivided into

flood plain (Lfp), mineral soil lowland (Llmin), nonacid organic soil lowland (Lnorg), and

acid organic soil lowland (Laorg). Forested lowlands are common throughout the

county.

Recreation

The soils of the survey area are rated in tables 16a and 16b according to limitations

that affect their suitability for recreation. The ratings are both verbal and numerical.

Rating class terms indicate the extent to which the soils are limited by all of the soil

features that affect the recreational uses. Not limited indicates that the soil has

features that are very favorable for the specified use. Good performance and very low

maintenance can be expected. Somewhat limited indicates that the soil has features

that are moderately favorable for the specified use. The limitations can be overcome or

minimized by special planning, design, or installation. Fair performance and moderate

maintenance can be expected. Very limited indicates that the soil has one or more

features that are unfavorable for the specified use. The limitations generally cannot be

overcome without major soil reclamation, special design, or expensive installation

procedures. Poor performance and high maintenance can be expected.
156 Soil Survey of

Numerical ratings in the tables indicate the severity of individual limitations. The

ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate

gradations between the point at which a soil feature has the greatest negative impact

on the use (1.00) and the point at which the soil feature is not a limitation (0.00).

The ratings in the tables are based on restrictive soil features, such as wetness,

slope, and texture of the surface layer. Susceptibility to flooding is considered. Not

considered in the ratings, but important in evaluating a site, are the location and

accessibility of the area, the size and shape of the area and its scenic quality,

vegetation, access to water, potential water impoundment sites, and access to public

sewer lines. The capacity of the soil to absorb septic tank effluent and the ability of the

soil to support vegetation also are important. Soils that are subject to flooding are

limited for recreational uses by the duration and intensity of flooding and the season

when flooding occurs. In planning recreational facilities, onsite assessment of the

height, duration, intensity, and frequency of flooding is essential.

The information in tables 16a and 16b can be supplemented by other information in

this survey, for example, interpretations for building site development, construction

materials, sanitary facilities, and water management.

Camp areas require site preparation, such as shaping and leveling the tent and

parking areas, stabilizing roads and intensively used areas, and installing sanitary

facilities and utility lines. Camp areas are subject to heavy foot traffic and some

vehicular traffic. The ratings are based on the soil properties that affect the ease of

developing camp areas and the performance of the areas after development. Slope,

stoniness, and depth to bedrock or a cemented pan are the main concerns affecting

the development of camp areas. The soil properties that affect the performance of the

areas after development are those that influence trafficability and promote the growth

of vegetation, especially in heavily used areas. For good trafficability, the surface of

camp areas should absorb rainfall readily, remain firm under heavy foot traffic, and not

be dusty when dry. The soil properties that influence trafficability are texture of the

surface layer, depth to a zone in which the soil moisture status is wet, ponding,

flooding, permeability, and large stones. The soil properties that affect the growth of

plants are depth to bedrock or a cemented pan, permeability, and toxic substances in

the soil.

Picnic areas are subject to heavy foot traffic. Most vehicular traffic is confined to

access roads and parking areas. The ratings are based on the soil properties that

affect the ease of developing picnic areas and that influence trafficability and the

growth of vegetation after development. Slope and stoniness are the main concerns

affecting the development of picnic areas. For good trafficability, the surface of picnic

areas should absorb rainfall readily, remain firm under heavy foot traffic, and not be

dusty when dry. The soil properties that influence trafficability are texture of the surface

layer, depth to a zone in which the soil moisture status is wet, ponding, flooding,

permeability, and large stones. The soil properties that affect the growth of plants are

depth to bedrock or a cemented pan, permeability, and toxic substances in the soil.

Playgrounds require soils that are nearly level, are free of stones, and can

withstand intensive foot traffic. The ratings are based on the soil properties that affect

the ease of developing playgrounds and that influence trafficability and the growth of

vegetation after development. Slope and stoniness are the main concerns affecting the

development of playgrounds. For good trafficability, the surface of the playgrounds

should absorb rainfall readily, remain firm under heavy foot traffic, and not be dusty

when dry. The soil properties that influence trafficability are texture of the surface layer,

depth to a zone in which the soil moisture status is wet, ponding, flooding,

permeability, and large stones. The soil properties that affect the growth of plants are

depth to bedrock or a cemented pan, permeability, and toxic substances in the soil.

Paths and trails for hiking and horseback riding should require little or no slope

modification through cutting and filling. The ratings are based on the soil properties
Washburn County, Wisconsin 157

that affect trafficability and erodibility. These properties are stoniness, depth to a zone

in which the soil moisture status is wet, ponding, flooding, slope, and texture of the

surface layer.

Off-road motorcycle trails require little or no site preparation. They are not covered

with surfacing material or vegetation. Considerable compaction of the soil material is

likely. The ratings are based on the soil properties that influence erodibility, trafficability,

dustiness, and the ease of revegetation. These properties are stoniness, slope, depth

to a zone in which the soil moisture status is wet, ponding, flooding, and texture of the

surface layer.

Golf fairways are subject to heavy foot traffic and some light vehicular traffic. Cutting

or filling may be required. Irrigation is not considered in the ratings. The ratings are

based on the soil properties that affect plant growth and trafficability after vegetation is

established. The properties that affect plant growth are reaction; depth to a zone in

which the soil moisture status is wet; ponding; depth to bedrock or a cemented pan;

the available water capacity in the upper 40 inches; the content of salts, sodium, or

calcium carbonate; and sulfidic materials. The properties that affect trafficability are

flooding, depth to a zone in which the soil moisture status is wet, ponding, slope,

stoniness, and the amount of sand, clay, or organic matter in the surface layer. The

suitability of the soil for traps, tees, roughs, and greens is not considered in the ratings.

Wildlife Habitat

Soils affect the kind and amount of vegetation that is available to wildlife as food and

cover. They also affect the construction of water impoundments. The kind and

abundance of wildlife depend largely on the amount and distribution of food, cover, and

water. Wildlife habitat can be created or improved by planting appropriate vegetation,

by maintaining the existing plant cover, or by promoting the natural establishment of

desirable plants.

In table 17, the soils in the survey area are rated according to their potential for

providing habitat for various kinds of wildlife. This information can be used in planning

parks, wildlife refuges, nature study areas, and other developments for wildlife; in

selecting soils that are suitable for establishing, improving, or maintaining specific

elements of wildlife habitat; and in determining the intensity of management needed for

each element of the habitat.

The potential of the soil is rated good, fair, poor, or very poor. A rating of good

indicates that the element or kind of habitat is easily established, improved, or

maintained. Few or no limitations affect management, and satisfactory results can be

expected. A rating of fair indicates that the element or kind of habitat can be

established, improved, or maintained in most places. Moderately intensive

management is required for satisfactory results. A rating of poor indicates that

limitations are severe for the designated element or kind of habitat. Habitat can be

created, improved, or maintained in most places, but management is difficult and must

be intensive. A rating of very poor indicates that restrictions for the element or kind of

habitat are very severe and that unsatisfactory results can be expected. Creating,

improving, or maintaining habitat is impractical or impossible.

The elements of wildlife habitat are described in the following paragraphs.

Grain and seed crops are domestic grains and seed-producing herbaceous plants.

Soil properties and features that affect the growth of grain and seed crops are depth of

the root zone, texture of the surface layer, available water capacity, wetness, slope,

surface stoniness, and flooding. Soil temperature and soil moisture also are

considerations. Examples of grain and seed crops are corn, soybeans, wheat, oats,

and barley.

Grasses and legumes are domestic perennial grasses and herbaceous legumes.

Soil properties and features that affect the growth of grasses and legumes are depth
158 Soil Survey of

of the root zone, texture of the surface layer, available water capacity, wetness, surface

stoniness, flooding, and slope. Soil temperature and soil moisture also are

considerations. Examples of grasses and legumes are bromegrass, timothy,

orchardgrass, clover, alfalfa, wheatgrass, and birdsfoot trefoil.

Wild herbaceous plants are native or naturally established grasses and forbs,

including weeds. Soil properties and features that affect the growth of these plants are

depth of the root zone, texture of the surface layer, available water capacity, wetness,

surface stoniness, and flooding. Soil temperature and soil moisture also are

considerations. Examples of wild herbaceous plants are bluestems, indiangrass,

blueberry, goldenrod, lambsquarters, dandelions, blackberry, ragweed, and

nightshade.

Hardwood trees and woody understory produce nuts or other fruit, buds, catkins,

twigs, bark, and foliage. Soil properties and features that affect the growth of hardwood

trees and shrubs are depth of the root zone, available water capacity, and wetness.

Examples of these plants are oak, poplar, box elder, birch, maple, green ash, willow,

and American elm. Examples of fruit-producing shrubs that are suitable for planting on

soils rated good are Russian olive and crabapple.

Coniferous plants furnish browse and seeds. Soil properties and features that affect

the growth of coniferous trees, shrubs, and ground cover are depth of the root zone,

available water capacity, and wetness. Examples of coniferous plants are pine, spruce,

cedar, and tamarack.

Wetland plants are annual and perennial wild herbaceous plants that grow on moist

or wet sites. Submerged or floating aquatic plants are excluded. Soil properties and

features affecting wetland plants are texture of the surface layer, wetness, reaction,

salinity, slope, and surface stoniness. Examples of wetland plants are smartweeds,

wild millet, rushes, sedges, bulrushes, wild rice, arrowhead, waterplantain, cattail,

prairie cordgrass, bluejoint grass, asters, and beggarticks.

Shallow water areas have an average depth of less than 5 feet. Some are naturally

wet areas. Others are created by dams, levees, or other water-control structures. Soil

properties and features affecting shallow water areas are depth to bedrock, wetness,

surface stoniness, slope, and permeability. Examples of shallow water areas are

waterfowl feeding areas, wildlife watering developments, beaver ponds, and other

wildlife ponds.

The habitat for various kinds of wildlife is described in the following paragraphs.

Habitat for openland wildlife consists of cropland, pasture, meadows, and areas that

are overgrown with grasses, herbs, shrubs, and vines. These areas produce grain and

seed crops, grasses and legumes, and wild herbaceous plants. Wildlife attracted to

these areas include Hungarian partridge, ring-necked pheasant, bobwhite quail,

sharp-tailed grouse, meadowlark, field sparrow, killdeer, cottontail rabbit, and red fox.

Habitat for woodland wildlife consists of areas of deciduous and/or coniferous plants

and associated grasses, legumes, and wild herbaceous plants. Wildlife attracted to

these areas include wild turkey, ruffed grouse, thrushes, woodpeckers, owls, tree

squirrels, porcupine, raccoon, white-tailed deer, and black bear.

Habitat for wetland wildlife consists of open, marshy or swampy shallow water

areas. Some of the wildlife attracted to such areas are ducks, geese, herons, bitterns,

rails, kingfishers, muskrat, otter, mink, and beaver.

Engineering

This section provides information for planning land uses related to urban

development and to water management. Soils are rated for various uses, and the most

limiting features are identified. Ratings are given for building site development, sanitary

facilities, construction materials, and water management. The ratings are based on
Washburn County, Wisconsin 159

observed performance of the soils and on the data in the tables described under the

heading “Soil Properties.”

Information in this section is intended for land use planning, for evaluating land use

alternatives, and for planning site investigations prior to design and construction. The

information, however, has limitations. For example, estimates and other data generally

apply only to that part of the soil between the surface and a depth of 5 to 7 feet.

Because of the map scale, small areas of different soils may be included within the

mapped areas of a specific soil.

The information is not site specific and does not eliminate the need for onsite

investigation of the soils or for testing and analysis by personnel experienced in the

design and construction of engineering works.

Government ordinances and regulations that restrict certain land uses or impose

specific design criteria were not considered in preparing the information in this section.

Local ordinances and regulations should be considered in planning, in site selection,

and in design.

Soil properties, site features, and observed performance were considered in

determining the ratings in this section. During the fieldwork for this soil survey,

determinations were made about particle-size distribution, liquid limit, plasticity index,

soil reaction, depth to bedrock, hardness of bedrock within 5 to 7 feet of the surface,

soil wetness, depth to a zone in which the soil moisture status is wet, ponding, slope,

likelihood of flooding, natural soil structure aggregation, and soil density. Data were

collected about kinds of clay minerals, mineralogy of the sand and silt fractions, and

the kinds of adsorbed cations. Estimates were made for erodibility, permeability,

corrosivity, shrink-swell potential, available water capacity, and other behavioral

characteristics affecting engineering uses.

This information can be used to evaluate the potential of areas for residential,

commercial, industrial, and recreational uses; make preliminary estimates of

construction conditions; evaluate alternative routes for roads, streets, highways,

pipelines, and underground cables; evaluate alternative sites for sanitary landfills,

septic tank absorption fields, and sewage lagoons; plan detailed onsite investigations

of soils and geology; locate potential sources of gravel, sand, earthfill, and topsoil; plan

drainage systems, irrigation systems, ponds, terraces, and other structures for soil and

water conservation; and predict performance of proposed small structures and

pavements by comparing the performance of existing similar structures on the same or

similar soils.

The information in the tables, along with the soil maps, the soil descriptions, and

other data provided in this survey, can be used to make additional interpretations.

Some of the terms used in this soil survey have a special meaning in soil science

and are defined in the Glossary.

Building Site Development

Soil properties influence the development of building sites, including the selection of

the site, the design of the structure, construction, performance after construction, and

maintenance. Tables 18a and 18b show the degree and kind of soil limitations that

affect dwellings with and without basements, small commercial buildings, local roads

and streets, shallow excavations, and lawns and landscaping.

The ratings in the tables are both verbal and numerical. Rating class terms indicate

the extent to which the soils are limited by all of the soil features that affect building

site development. Not limited indicates that the soil has features that are very favorable

for the specified use. Good performance and very low maintenance can be expected.

Somewhat limited indicates that the soil has features that are moderately favorable for

the specified use. The limitations can be overcome or minimized by special planning,
160 Soil Survey of

design, or installation. Fair performance and moderate maintenance can be expected.

Very limited indicates that the soil has one or more features that are unfavorable for

the specified use. The limitations generally cannot be overcome without major soil

reclamation, special design, or expensive installation procedures. Poor performance

and high maintenance can be expected.

Numerical ratings in the tables indicate the severity of individual limitations. The

ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate

gradations between the point at which a soil feature has the greatest negative impact

on the use (1.00) and the point at which the soil feature is not a limitation (0.00).

Dwellings are single-family houses of three stories or less. For dwellings without

basements, the foundation is assumed to consist of spread footings of reinforced

concrete built on undisturbed soil at a depth of 2 feet or at the depth of maximum frost

penetration, whichever is deeper. For dwellings with basements, the foundation is

assumed to consist of spread footings of reinforced concrete built on undisturbed soil

at a depth of about 7 feet. The ratings for dwellings are based on the soil properties

that affect the capacity of the soil to support a load without movement and on the

properties that affect excavation and construction costs. The properties that affect the

load-supporting capacity include depth to a zone in which the soil moisture status is

wet, ponding, flooding, subsidence, linear extensibility (shrink-swell potential), and

compressibility. Compressibility is inferred from the Unified classification. The

properties that affect the ease and amount of excavation include depth to a zone in

which the soil moisture status is wet, ponding, flooding, slope, depth to bedrock or a

cemented pan, hardness of bedrock or a cemented pan, and the amount and size of

rock fragments.

Small commercial buildings are structures that are less than three stories high and

do not have basements. The foundation is assumed to consist of spread footings of

reinforced concrete built on undisturbed soil at a depth of 2 feet or at the depth of

maximum frost penetration, whichever is deeper. The ratings are based on the soil

properties that affect the capacity of the soil to support a load without movement and

on the properties that affect excavation and construction costs. The properties that

affect the load-supporting capacity include depth to a zone in which the soil moisture

status is wet, ponding, flooding, subsidence, linear extensibility (shrink-swell potential),

and compressibility (which is inferred from the Unified classification). The properties

that affect the ease and amount of excavation include flooding, depth to a zone in

which the soil moisture status is wet, ponding, slope, depth to bedrock or a cemented

pan, hardness of bedrock or a cemented pan, and the amount and size of rock

fragments.

Local roads and streets have an all-weather surface and carry automobile and light

truck traffic all year. They have a subgrade of cut or fill soil material; a base of gravel,

crushed rock, or soil material stabilized by lime or cement; and a surface of flexible

material (asphalt), rigid material (concrete), or gravel with a binder. The ratings are

based on the soil properties that affect the ease of excavation and grading and the

traffic-supporting capacity. The properties that affect the ease of excavation and

grading are depth to bedrock or a cemented pan, hardness of bedrock or a cemented

pan, depth to a zone in which the soil moisture status is wet, ponding, flooding, the

amount of large stones, and slope. The properties that affect the traffic-supporting

capacity are soil strength (as inferred from the AASHTO group index number),

subsidence, linear extensibility (shrink-swell potential), the potential for frost action,

depth to a zone in which the soil moisture status is wet, and ponding.

Shallow excavations are trenches or holes dug to a maximum depth of 5 or 6 feet

for graves, utility lines, open ditches, or other purposes. The ratings are based on the

soil properties that influence the ease of digging and the resistance to sloughing.

Depth to bedrock or a cemented pan, hardness of bedrock or a cemented pan, the

amount of large stones, and dense layers influence the ease of digging, filling, and
Washburn County, Wisconsin 161

compacting. Depth to a seasonal zone in which the soil moisture status is wet,

flooding, and ponding may restrict the period when excavations can be made. Slope

influences the ease of using machinery. Soil texture, depth to a zone in which the soil

moisture status is wet, and linear extensibility (shrink-swell potential) influence the

resistance to sloughing.

Lawns and landscaping require soils on which turf and ornamental trees and shrubs

can be established and maintained. Irrigation is not considered in the ratings. The

ratings are based on the soil properties that affect plant growth and trafficability after

vegetation is established. The properties that affect plant growth are reaction; depth to

a zone in which the soil moisture status is wet; ponding; depth to bedrock or a

cemented pan; the available water capacity in the upper 40 inches; the content of

salts, sodium, or calcium carbonate; and sulfidic materials. The properties that affect

trafficability are flooding, depth to a zone in which the soil moisture status is wet,

ponding, slope, stoniness, and the amount of sand, clay, or organic matter in the

surface layer.

Sanitary Facilities

Tables 19a and 19b show the degree and kind of soil limitations that affect septic

tank absorption fields, sewage lagoons, sanitary landfills, and daily cover for landfill.

The ratings are both verbal and numerical. Rating class terms indicate the extent to

which the soils are limited by all of the soil features that affect these uses. Not limited

indicates that the soil has features that are very favorable for the specified use. Good

performance and very low maintenance can be expected. Somewhat limited indicates

that the soil has features that are moderately favorable for the specified use. The

limitations can be overcome or minimized by special planning, design, or installation.

Fair performance and moderate maintenance can be expected. Very limited indicates

that the soil has one or more features that are unfavorable for the specified use. The

limitations generally cannot be overcome without major soil reclamation, special

design, or expensive installation procedures. Poor performance and high maintenance

can be expected.

Numerical ratings in the tables indicate the severity of individual limitations. The

ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate

gradations between the point at which a soil feature has the greatest negative impact

on the use (1.00) and the point at which the soil feature is not a limitation (0.00).

Septic tank absorption fields are areas in which effluent from a septic tank is

distributed into the soil through subsurface tiles or perforated pipe. Only that part of the

soil between depths of 24 and 60 inches is evaluated. The ratings are based on the

soil properties that affect absorption of the effluent, construction and maintenance of

the system, and public health. Permeability, depth to a zone in which the soil moisture

status is wet, ponding, depth to bedrock or a cemented pan, and flooding affect

absorption of the effluent. Stones and boulders, ice, and bedrock or a cemented pan

interfere with installation. Subsidence interferes with installation and maintenance.

Excessive slope may cause lateral seepage and surfacing of the effluent in downslope

areas.

Some soils are underlain by loose sand and gravel or fractured bedrock at a depth

of less than 4 feet below the distribution lines. In these soils the absorption field may

not adequately filter the effluent, particularly when the system is new. As a result, the

ground water may become contaminated.

Sewage lagoons are shallow ponds constructed to hold sewage while aerobic

bacteria decompose the solid and liquid wastes. Lagoons should have a nearly level

floor surrounded by cut slopes or embankments of compacted soil. Nearly impervious

soil material for the lagoon floor and sides is required to minimize seepage and

contamination of ground water. Considered in the ratings are slope, permeability, depth
162 Soil Survey of

to a zone in which the soil moisture status is wet, ponding, depth to bedrock or a

cemented pan, flooding, large stones, and content of organic matter.

Soil permeability is a critical property affecting the suitability for sewage lagoons.

Most porous soils eventually become sealed when they are used as sites for sewage

lagoons. Until sealing occurs, however, the hazard of pollution is severe. Soils that

have a permeability rate of more than 2 inches per hour are too porous for the proper

functioning of sewage lagoons. In these soils, seepage of the effluent can result in

contamination of the ground water. Ground-water contamination is also a hazard if

fractured bedrock is within a depth of 40 inches, if a saturated zone is high enough to

raise the level of sewage in the lagoon, or if floodwater overtops the lagoon.

A high content of organic matter is detrimental to proper functioning of the lagoon

because it inhibits aerobic activity. Slope, bedrock, and cemented pans can cause

construction problems, and large stones can hinder compaction of the lagoon floor. If

the lagoon is to be uniformly deep throughout, the slope must be gentle enough and

the soil material must be thick enough over bedrock or a cemented pan to make land

smoothing practical.

A trench sanitary landfill is an area where solid waste is placed in successive layers

in an excavated trench. The waste is spread, compacted, and covered daily with a thin

layer of soil excavated at the site. When the trench is full, a final cover of soil material

at least 2 feet thick is placed over the landfill. The ratings in the table are based on the

soil properties that affect the risk of pollution, the ease of excavation, trafficability, and

revegetation. These properties include permeability, depth to bedrock or a cemented

pan, depth to a zone in which the soil moisture status is wet, ponding, slope, flooding,

texture, stones and boulders, highly organic layers, soil reaction, and content of salts

and sodium. Unless otherwise stated, the ratings apply only to that part of the soil

within a depth of about 6 feet. For deeper trenches, onsite investigation may be

needed.

Hard, nonrippable bedrock, creviced bedrock, or highly permeable strata in or

directly below the proposed trench bottom can affect the ease of excavation and the

hazard of ground-water pollution. Slope affects construction of the trenches and the

movement of surface water around the landfill. It also affects the construction and

performance of roads in areas of the landfill.

Soil texture and consistence affect the ease with which the trench is dug and the

ease with which the soil can be used as daily or final cover. They determine the

workability of the soil when dry and when wet. Soils that are plastic and sticky when

wet are difficult to excavate, grade, or compact and are difficult to place as a uniformly

thick cover over a layer of refuse.

The soil material used as the final cover for a trench landfill should be suitable for

plants. It should not have excess sodium or salts and should not be too acid. The

surface layer generally has the best workability, the highest content of organic matter,

and the best potential for plants. Material from the surface layer should be stockpiled

for use as the final cover.

In an area sanitary landfill, solid waste is placed in successive layers on the surface

of the soil. The waste is spread, compacted, and covered daily with a thin layer of soil

from a source away from the site. A final cover of soil material at least 2 feet thick is

placed over the completed landfill. The ratings in the table are based on the soil

properties that affect trafficability and the risk of pollution. These properties include

flooding, permeability, depth to a zone in which the soil moisture status is wet,

ponding, slope, and depth to bedrock or a cemented pan.

Flooding is a serious problem because it can result in pollution in areas

downstream from the landfill. If permeability is too rapid or if fractured bedrock, a

fractured cemented pan, or a saturated zone is close to the surface, the leachate can

contaminate the water supply. Slope is a consideration because of the extra grading

required to maintain roads in the steeper areas of the landfill. Also, leachate may flow
Washburn County, Wisconsin 163

along the surface of the soils in the steeper areas and cause difficult seepage

problems.

Daily cover for landfill is the soil material that is used to cover compacted solid

waste in an area sanitary landfill. The soil material is obtained offsite, transported to

the landfill, and spread over the waste. The ratings in the table also apply to the final

cover for a landfill. They are based on the soil properties that affect workability, the

ease of digging, and the ease of moving and spreading the material over the refuse

daily during wet and dry periods. These properties include soil texture, depth to a zone

in which the soil moisture status is wet, ponding, rock fragments, slope, depth to

bedrock or a cemented pan, reaction, and content of salts, sodium, or lime.

Loamy or silty soils that are free of large stones and excess gravel are the best

cover for a landfill. Clayey soils may be sticky and difficult to spread; sandy soils are

subject to wind erosion.

Slope affects the ease of excavation and of moving the cover material. Also, it can

influence runoff, erosion, and reclamation of the borrow area.

After soil material has been removed, the soil material remaining in the borrow area

must be thick enough over bedrock, a cemented pan, or a saturated zone to permit

revegetation. The soil material used as the final cover for a landfill should be suitable

for plants. It should not have excess sodium, salts, or lime and should not be too acid.

Construction Materials

Tables 20a and 20b give information about the soils as potential sources of gravel,

sand, reclamation material, roadfill, and topsoil. Normal compaction, minor processing,

and other standard construction practices are assumed.

Sand and gravel are natural aggregates suitable for commercial use with a

minimum of processing. They are used in many kinds of construction. Specifications

for each use vary widely. In table 20a, only the likelihood of finding material in suitable

quantity is evaluated. The suitability of the material for specific purposes is not

evaluated, nor are factors that affect excavation of the material. The properties used to

evaluate the soil as a source of sand or gravel are gradation of grain sizes (as

indicated by the Unified classification of the soil), the thickness of suitable material,

and the content of rock fragments. If the bottom layer of the soil contains sand or

gravel, the soil is considered a likely source regardless of thickness. The assumption is

that the sand or gravel layer below the depth of observation exceeds the minimum

thickness.

The soils are rated good, fair, or poor as potential sources of gravel or sand. A

rating of good or fair means that the source material is likely to be in or below the soil.

The bottom layer and the thickest layer of the soils are assigned numerical ratings.

These ratings indicate the likelihood that the layer is a source of sand or gravel. The

number 0.00 indicates that the layer is a poor source. The number 1.00 indicates that

the layer is a good source. A number between 0.00 and 1.00 indicates the degree to

which the layer is a likely source.

In table 20b, the soils are rated good, fair, or poor as potential sources of

reclamation material, roadfill, and topsoil. The features that limit the soils as sources of

these materials are specified in the table. The numerical ratings given after the

specified features indicate the degree to which the features limit the soils as sources

of reclamation material, roadfill, or topsoil. The lower the number, the greater the

limitation.

Reclamation material is used in areas that have been drastically disturbed by

surface mining or similar activities. When these areas are reclaimed, layers of soil

material or unconsolidated geological material, or both, are replaced in a vertical

sequence. The reconstructed soil favors plant growth. The ratings in the table do not

apply to quarries and other mined areas that require an offsite source of
164 Soil Survey of

reconstruction material. The ratings are based on the soil properties that affect erosion

and stability of the surface and the productive potential of the reconstructed soil. These

properties include the content of sodium, salts, and calcium carbonate; reaction;

available water capacity; erodibility; texture; content of rock fragments; and content of

organic matter and other features that affect fertility.

Roadfill is soil material that is excavated in one place and used in road

embankments in another place. In this table, the soils are rated as a source of roadfill

for low embankments, generally less than 6 feet high and less exacting in design than

higher embankments.

The ratings are for the whole soil, from the surface to a depth of about 5 feet. It is

assumed that soil layers will be mixed when the soil material is excavated and spread.

The ratings are based on the amount of suitable material and on soil properties that

affect the ease of excavation and the performance of the material after it is in place.

The thickness of the suitable material is a major consideration. The ease of excavation

is affected by large stones, depth to a zone in which the soil moisture status is wet,

and slope. How well the soil performs in place after it has been compacted and

drained is determined by its strength (as inferred from the AASHTO classification of

the soil) and linear extensibility (shrink-swell potential).

Topsoil is used to cover an area so that vegetation can be established and

maintained. The upper 40 inches of a soil is evaluated for use as topsoil. Also

evaluated is the reclamation potential of the borrow area. The ratings are based on the

soil properties that affect plant growth; the ease of excavating, loading, and spreading

the material; and reclamation of the borrow area. Toxic substances, soil reaction, and

the properties that are inferred from soil texture, such as available water capacity and

fertility, affect plant growth. The ease of excavating, loading, and spreading is affected

by rock fragments, slope, depth to a zone in which the soil moisture status is wet, soil

texture, and thickness of suitable material. Reclamation of the borrow area is affected

by slope, depth to a zone in which the soil moisture status is wet, rock fragments,

depth to bedrock or a cemented pan, and toxic material.

The surface layer of most soils is generally preferred for topsoil because of its

organic matter content. Organic matter greatly increases the absorption and retention

of moisture and nutrients for plant growth.

Water Management

Table 21 gives information on the soil properties and site features that affect water

management. The degree and kind of soil limitations are given for pond reservoir

areas; embankments, dikes, and levees; and aquifer-fed excavated ponds. The ratings

are both verbal and numerical. Rating class terms indicate the extent to which the soils

are limited by all of the soil features that affect these uses. Not limited indicates that

the soil has features that are very favorable for the specified use. Good performance

and very low maintenance can be expected. Somewhat limited indicates that the soil

has features that are moderately favorable for the specified use. The limitations can be

overcome or minimized by special planning, design, or installation. Fair performance

and moderate maintenance can be expected. Very limited indicates that the soil has

one or more features that are unfavorable for the specified use. The limitations generally

cannot be overcome without major soil reclamation, special design, or expensive

installation procedures. Poor performance and high maintenance can be expected.

Numerical ratings in the table indicate the severity of individual limitations. The

ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate

gradations between the point at which a soil feature has the greatest negative impact

on the use (1.00) and the point at which the soil feature is not a limitation (0.00).

Pond reservoir areas hold water behind a dam or embankment. Soils best suited to

this use have low seepage potential in the upper 60 inches. The seepage potential is
Washburn County, Wisconsin 165

determined by the permeability of the soil and the depth to fractured bedrock or other

permeable material. Excessive slope can affect the storage capacity of the reservoir

area.

Embankments, dikes, and levees are raised structures of soil material, generally

less than 20 feet high, constructed to impound water or to protect land against

overflow. Embankments that have zoned construction (core and shell) are not

considered. In this table, the soils are rated as a source of material for embankment

fill. The ratings apply to the soil material below the surface layer to a depth of about 5

feet. It is assumed that soil layers will be uniformly mixed and compacted during

construction.

The ratings do not indicate the ability of the natural soil to support an embankment.

Soil properties to a depth even greater than the height of the embankment can affect

performance and safety of the embankment. Generally, deeper onsite investigation is

needed to determine these properties.

Soil material in embankments must be resistant to seepage, piping, and erosion

and have favorable compaction characteristics. Unfavorable features include less than

5 feet of suitable material and a high content of stones or boulders, organic matter, or

salts or sodium. A wet zone high in the soil profile affects the amount of usable

material. It also affects trafficability.

Aquifer-fed excavated ponds are pits or dugouts that extend to a ground-water

aquifer or to a depth below a permanent water table. Excluded are ponds that are fed

only by surface runoff and embankment ponds that impound water 3 feet or more

above the original surface. Excavated ponds are affected by depth to a zone in which

the soil moisture status is wet, permeability of the aquifer, and quality of the water as

inferred from the salinity of the soil. Depth to bedrock and the content of large stones

affect the ease of excavation.

Agricultural Waste Management

Soil properties are important considerations in areas where soils are used as sites

for the treatment and disposal of organic waste and wastewater. Selection of soils with

properties that favor waste management can help to prevent environmental damage.

Tables 22a and 22b show the degree and kind of soil limitations affecting the

treatment of agricultural waste, including municipal and food-processing wastewater

and effluent from lagoons or storage ponds. Municipal wastewater is the waste stream

from a municipality. It contains domestic waste and may contain industrial waste. It

may have received primary or secondary treatment. It is rarely untreated sewage.

Food-processing wastewater results from the preparation of fruits, vegetables, milk,

cheese, and meats for public consumption. In places it is high in content of sodium and

chloride. In the context of these tables, the effluent in lagoons and storage ponds is

from facilities used to treat or store food-processing wastewater or domestic or animal

waste. Domestic and food-processing wastewater is very dilute, and the effluent from

the facilities that treat or store it commonly is very low in content of carbonaceous and

nitrogenous material; the content of nitrogen commonly ranges from 10 to 30

milligrams per liter. The wastewater from animal waste treatment lagoons or storage

ponds, however, has much higher concentrations of these materials, mainly because

the manure has not been diluted as much as the domestic waste. The content of

nitrogen in this wastewater generally ranges from 50 to 2,000 milligrams per liter.

When wastewater is applied, checks should be made to ensure that nitrogen, heavy

metals, and salts are not added in excessive amounts.

The ratings in the tables are for waste management systems that not only dispose

of and treat organic waste or wastewater but also are beneficial to crops (application of

manure and food-processing waste and application of sewage sludge) and for waste
166 Soil Survey of

management systems that are designed only for the purpose of wastewater disposal

and treatment (rapid infiltration of wastewater and slow rate treatment of wastewater).

The ratings are both verbal and numerical. Rating class terms indicate the extent to

which the soils are limited by all of the soil features that affect agricultural waste

management. Not limited indicates that the soil has features that are very favorable for

the specified use. Good performance and very low maintenance can be expected.

Somewhat limited indicates that the soil has features that are moderately favorable for

the specified use. The limitations can be overcome or minimized by special planning,

design, or installation. Fair performance and moderate maintenance can be expected.

Very limited indicates that the soil has one or more features that are unfavorable for

the specified use. The limitations generally cannot be overcome without major soil

reclamation, special design, or expensive installation procedures. Poor performance

and high maintenance can be expected.

Numerical ratings in the tables indicate the severity of individual limitations. The

ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate

gradations between the point at which a soil feature has the greatest negative impact

on the use (1.00) and the point at which the soil feature is not a limitation (0.00).

Rapid infiltration of wastewater is a process in which wastewater applied in a level

basin at a rate of 4 to 120 inches per week percolates through the soil. The

wastewater may eventually reach the ground water. The application rate commonly

exceeds the rate needed for irrigation of cropland. Vegetation is not a necessary part

of the treatment; hence, the basins may or may not be vegetated. The thickness of the

soil material needed for proper treatment of the wastewater is more than 72 inches. As

a result, geologic and hydrologic investigation is needed to ensure proper design and

performance and to determine the risk of ground-water pollution.

The ratings in the table are based on the soil properties that affect the risk of

pollution and the design, construction, and performance of the system. Depth to a

saturated zone, ponding, flooding, and depth to bedrock or a cemented pan affect the

risk of pollution and the design and construction of the system. Slope, stones, and

cobbles also affect design and construction. Permeability and reaction affect

performance. Permanently frozen soils are unsuitable for waste treatment.

Slow rate treatment of wastewater is a process in which wastewater is applied to

land at a rate normally between 0.5 inch and 4.0 inches per week. The application rate

commonly exceeds the rate needed for irrigation of cropland. The applied wastewater

is treated as it moves through the soil. Much of the treated water may percolate to the

ground water, and some enters the atmosphere through evapotranspiration. The

applied water generally is not allowed to run off the surface. Waterlogging is prevented

either through control of the application rate or through the use of tile drains, or both.

The ratings in the table are based on the soil properties that affect absorption, plant

growth, microbial activity, erodibility, and the application of waste. The properties that

affect absorption include the sodium adsorption ratio, depth to a saturated zone,

ponding, available water capacity, permeability, depth to bedrock or a cemented pan,

reaction, the cation-exchange capacity, and slope. Reaction, the sodium adsorption

ratio, salinity, and bulk density affect plant growth and microbial activity. The wind

erodibility group, the soil erodibility factor K, and slope are considered in estimating the

likelihood of wind erosion or water erosion. Stones, cobbles, a wet zone in the soil

profile, ponding, and flooding can hinder the application of waste. Permanently frozen

soils are unsuitable for waste treatment.

Application of manure and food-processing waste not only disposes of waste

material but also can improve crop production by increasing the supply of nutrients in

the soils where the material is applied. Manure is the excrement of livestock and

poultry, and food-processing waste is damaged fruit and vegetables and the peelings,

stems, leaves, pits, and soil particles removed in food preparation. The manure and

the food-processing waste are either solid, slurry, or liquid. Their nitrogen content
Washburn County, Wisconsin 167

varies. A high content of nitrogen limits the application rate. Toxic or otherwise

dangerous wastes, such as those mixed with the lye used in food processing, are not

considered in the ratings.

The ratings are based on the soil properties that affect absorption, plant growth,

microbial activity, erodibility, the rate at which the waste is applied, and the method by

which the waste is applied. The properties that affect absorption include permeability,

depth to a saturated zone, ponding, the sodium adsorption ratio, depth to bedrock or a

cemented pan, and available water capacity. The properties that affect plant growth

and microbial activity include reaction, the sodium adsorption ratio, salinity, and bulk

density. The wind erodibility group, the soil erodibility factor K, and slope are

considered in estimating the likelihood that wind erosion or water erosion will transport

the waste material from the application site. Stones, cobbles, a wet zone in the soil

profile, ponding, and flooding can hinder the application of waste. Permanently frozen

soils are unsuitable for waste treatment.

Application of sewage sludge not only disposes of waste material but also can

improve crop production by increasing the supply of nutrients in the soils where the

material is applied. In the context of this table, sewage sludge is the residual product of

the treatment of municipal sewage. The solid component consists mainly of cell mass,

primarily bacteria cells that developed during secondary treatment and have

incorporated soluble organics into their own bodies. The sludge has small amounts of

sand, silt, and other solid debris. The content of nitrogen varies. Some sludge has

constituents that are toxic to plants or hazardous to the food chain, such as heavy

metals and exotic organic compounds, and should be analyzed chemically prior to

use.

The content of water in the sludge ranges from about 98 percent to less than 40

percent. The sludge is considered liquid if it is more than about 90 percent water,

slurry if it is about 50 to 90 percent water, and solid if it is less than about 50 percent

water.

The ratings in the table are based on the soil properties that affect absorption, plant

growth, microbial activity, erodibility, the rate at which the sludge is applied, and the

method by which the sludge is applied. The properties that affect absorption, plant

growth, and microbial activity include permeability, depth to a saturated zone, ponding,

the sodium adsorption ratio, depth to bedrock or a cemented pan, available water

capacity, reaction, salinity, and bulk density. The wind erodibility group, the soil

erodibility factor K, and slope are considered in estimating the likelihood that wind

erosion or water erosion will transport the waste material from the application site.

Stones, cobbles, a wet zone in the soil profile, ponding, and flooding can hinder the

application of sludge. Permanently frozen soils are unsuitable for waste treatment.
168 Soil Survey of

Table 3.--Temperature and Precipitation

(Recorded in the period 1971-2000 at Spooner Experiment Farm, Wisconsin)

_______________________________________________________________________________________________________________

 | |

 | Temperature | Precipitation

 | | __________________________________________________________________________________________________

 | | | | 2 years in | | |2 years in 10| |

 | | | | 10 will have-- | | | will have-- | | _______________________ _____________

 Month |Average|Average|Average| | | Average |Average| | | Average |Average

 | daily | daily | | Maximum | Minimum |number of| | Less | More |number of|snowfall

 |maximum|minimum| |temperature|temperature| growing | |than--|than--|days with|

 | | | | higher | lower | degree | | | |0.10 inch|

 | | | | than-- | than-- | days* | | | | or more | _______________________________________________________________________________________________________________

 | oF | oF | oF | oF | oF | Units | In | In | In | | In

 | | | | | | | | | | |

 January----| 21.5 | -0.1 | 10.7 | 46 | -36 | 0 | 0.87 | 0.39| 1.33| 2 | 13.8

 | | | | | | | | | | |

 February---| 29.0 | 6.4 | 17.7 | 52 | -33 | 2 | .66 | .22| 1.04| 2 | 7.5

 | | | | | | | | | | |

 March------| 40.6 | 18.7 | 29.7 | 67 | -18 | 29 | 1.43 | .78| 2.02| 3 | 8.3

 | | | | | | | | | | |

 April------| 56.6 | 31.5 | 44.1 | 81 | 7 | 187 | 2.20 | .95| 3.43| 5 | 2.6

 | | | | | | | | | | |

 May--------| 70.2 | 43.2 | 56.7 | 87 | 23 | 514 | 3.05 | 1.79| 4.27| 6 | .0

 | | | | | | | | | | |

 June-------| 77.6 | 52.2 | 64.9 | 91 | 32 | 743 | 3.98 | 2.72| 5.15| 7 | .0

 | | | | | | | | | | |

 July-------| 81.4 | 57.2 | 69.3 | 95 | 40 | 908 | 4.21 | 2.07| 6.09| 6 | .0

 | | | | | | | | | | |

 August-----| 78.9 | 55.1 | 67.0 | 92 | 36 | 837 | 4.64 | 2.83| 6.33| 7 | .0

 | | | | | | | | | | |

 September--| 69.7 | 46.7 | 58.2 | 87 | 27 | 545 | 3.68 | 1.81| 5.45| 7 | .0

 | | | | | | | | | | |

 October----| 57.8 | 35.9 | 46.9 | 80 | 15 | 247 | 2.58 | 1.42| 3.68| 6 | .7

 | | | | | | | | | | |

 November---| 39.1 | 22.8 | 31.0 | 65 | -8 | 33 | 1.90 | .72| 2.92| 4 | 7.8

 | | | | | | | | | | |

 December---| 25.2 | 7.2 | 16.2 | 48 | -28 | 1 | .85 | .38| 1.27| 2 | 11.0

 | | | | | | | | | | |

 Yearly: | | | | | | | | | | |

 | | | | | | | | | | |

 Average---| 54.0 | 31.4 | 42.7 | --- | --- | --- | --- | ---| ---| --- | ---

 | | | | | | | | | | |

 Extreme---| 101 | -44 | --- | 95 | -37 | --- | --- | ---| ---| --- | ---

 | | | | | | | | | | |

 Total-----| --- | --- | --- | --- | --- | 4,048 | 30.05 | 24.95| 35.02| 57 | 51.8

 | | | | | | | | | | | _______________________________________________________________________________________________________________

 * A growing degree day is a unit of heat available for plant growth. It can be calculated by adding the

maximum and minimum daily temperatures, dividing the sum by 2, and subtracting the temperature below which

growth is minimal for the principal crops in the area (40 degrees F).
Washburn County, Wisconsin 169

Table 4.--Freeze Dates in Spring and Fall

(Recorded in the period 1971-2000 at Spooner Experiment

 Farm, Wisconsin)

_____________________________________________________________

 |

 | Temperature

 |__________________________________________

 Probability | | |

 | 24 oF | 28 oF | 32 oF

 | or lower | or lower | or lower _____________________________________________________________

 | | |

 | | |

Last freezing | | |

 temperature | | |

 in spring: | | |

 | | |

 1 year in 10 | | |

 later than-- | May 6 | May 20 | June 9

 | | |

 2 years in 10 | | |

 later than-- | May 2 | May 15 | June 2

 | | |

 5 years in 10 | | |

 later than-- | Apr. 24 | May 7 | May 20

 | | |

First freezing | | |

 temperature | | |

 in fall: | | |

 | | |

 1 year in 10 | | |

 earlier than-- | Sept. 30 | Sept. 18 | Sept. 10

 | | |

 2 years in 10 | | |

 earlier than-- | Oct. 5 | Sept. 22 | Sept. 14

 | | |

 5 years in 10 | | |

 earlier than-- | Oct. 16 | Sept. 30 | Sept. 22

 | | | _____________________________________________________________

Table 5.--Growing Season

(Recorded in the period 1971-2000 at Spooner

 Experiment Farm, Wisconsin)

__________________________________________________

 |

 | Daily minimum temperature

 | during growing season

 |___________________________________

 Probability | | |

 | Higher | Higher | Higher

 | than | than | than

 | 24 oF | 28 oF | 32 o __________________________________________________ F

 | Days | Days | Days

 | | |

9 years in 10 | 150 | 126 | 102

 | | |

8 years in 10 | 158 | 133 | 109

 | | |

5 years in 10 | 174 | 145 | 123

 | | |

2 years in 10 | 189 | 158 | 137

 | | |

1 year in 10 | 197 | 164 | 144

 | | | __________________________________________________
170 Soil Survey of

Table 6.--Cropland Management Considerations

(See text for a description of the considerations listed in this table)

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

3A: |

 Totagatic--------------------| Flooding

 | Excessive permeability

 | High content of organic matter

 | Limited available water capacity

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

 Bowstring--------------------| Flooding

 | Excessive permeability

 | High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

 Ausable----------------------| Flooding

 | Excessive permeability

 | High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

22A: |

 Comstock---------------------| Acid soil

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

24A: |

 Poskin-----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

27A: |

 Scott Lake-------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wind erosion

 |

28B: |

 Haugen, very stony-----------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |
Washburn County, Wisconsin 171

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

28B: |

 Haugen-----------------------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Water erosion

 | Wet soil moisture status

 | Wind erosion

 |

 Rosholt, very stony----------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wind erosion

 |

 Rosholt----------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

28C: |

 Haugen, very stony-----------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 | Wind erosion

 |

 Haugen-----------------------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Water erosion

 | Wet soil moisture status

 | Wind erosion

 |

 Rosholt, very stony----------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wind erosion

 |

 Rosholt----------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |
172 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

33B: |

 Chetek-----------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

33C: |

 Chetek-----------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

38A: |

 Rosholt----------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wind erosion

 |

38B: |

 Rosholt----------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

38C: |

 Rosholt----------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

38D: |

 Rosholt----------------------| Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

42D: |

 Amery------------------------| Acid soil

 | Slope

 | Dense layer

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wind erosion

 |
Washburn County, Wisconsin 173

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

43B: |

 Antigo-----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 |

43C: |

 Antigo-----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 |

43D: |

 Antigo-----------------------| Slope

 | Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 |

48A: |

 Brill------------------------| Excessive permeability

 | Potential for ground-water contamination

 | Wet soil moisture status

 |

63A: |

 Crystal Lake-----------------| Acid soil

 | Potential for ground-water contamination

 | Wet soil moisture status

 |

63B: |

 Crystal Lake-----------------| Acid soil

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wet soil moisture status

 |

63C: |

 Crystal Lake-----------------| Acid soil

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wet soil moisture status

 |

63E: |

 Crystal Lake-----------------| Acid soil

 | Slope

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 |

64A: |

 Totagatic--------------------| Flooding

 | Excessive permeability

 | High content of organic matter

 | Limited available water capacity

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |
174 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

64A: |

 Winterfield------------------| Flooding

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

69B: |

 Keweenaw---------------------| Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Surface stones

 | Wind erosion

 |

 Sayner-----------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Surface stones

 | Wind erosion

 |

 Vilas------------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Surface stones

 | Wind erosion

 |

69C: |

 Keweenaw---------------------| Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Surface stones

 | Water erosion

 | Wind erosion

 |

 Sayner-----------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wind erosion

 |

 Vilas------------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wind erosion

 |

69E: |

 Keweenaw---------------------| Slope

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Surface stones

 | Water erosion

 | Wind erosion

 |
Washburn County, Wisconsin 175

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

69E: |

 Sayner-----------------------| Acid soil

 | Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wind erosion

 |

 Vilas------------------------| Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wind erosion

 |

74B: |

 Vilas------------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wind erosion

 |

74C: |

 Vilas------------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

74D: |

 Vilas------------------------| Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

100B: |

 Menahga----------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Wind erosion

 |

100C: |

 Menahga----------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |
176 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

100D: |

 Menahga----------------------| Acid soil

 | Slope

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

127D: |

 Amery------------------------| Acid soil

 | Slope

 | Dense layer

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wind erosion

 |

 Rosholt----------------------| Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wind erosion

 |

127E: |

 Amery------------------------| Acid soil

 | Slope

 | Dense layer

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wind erosion

 |

 Rosholt----------------------| Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wind erosion

 |

156B: |

 Magnor, very stony-----------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |
Washburn County, Wisconsin 177

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

156B: |

 Magnor-----------------------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Water erosion

 | Wet soil moisture status

 |

157B: |

 Freeon, very stony-----------| Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

 Freeon-----------------------| Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Water erosion

 | Wet soil moisture status

 |

157C: |

 Freeon, very stony-----------| Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

 Freeon-----------------------| Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Water erosion

 | Wet soil moisture status

 |

160A: |

 Oesterle---------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

182B: |

 Padus------------------------| Acid soil

 | Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

182C: |

 Padus------------------------| Acid soil

 | Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |
178 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

192A: |

 Worcester--------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

193A: |

 Minocqua---------------------| Excessive permeability

 | High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

215B: |

 Pence------------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

215C: |

 Pence------------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

215D: |

 Pence------------------------| Acid soil

 | Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

315A: |

 Rib--------------------------| Excessive permeability

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

337A: |

 Plover-----------------------| Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

368B: |

 Mahtomedi--------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Wind erosion

 |
Washburn County, Wisconsin 179

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

368B: |

 Cress------------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Water erosion

 | Wind erosion

 |

368C: |

 Mahtomedi--------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

 Cress------------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

368D: |

 Mahtomedi--------------------| Slope

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

 Cress------------------------| Acid soil

 | Slope

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

371A: |

 Croswell---------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

380B: |

 Cress------------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Water erosion

 | Wind erosion

 |
180 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

380B: |

 Rosholt----------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

380C: |

 Cress------------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

 Rosholt----------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

380D: |

 Cress------------------------| Acid soil

 | Slope

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

 Rosholt----------------------| Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

383B: |

 Mahtomedi--------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Wind erosion

 |

383C: |

 Mahtomedi--------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |
Washburn County, Wisconsin 181

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

383D: |

 Mahtomedi--------------------| Slope

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

396B: |

 Friendship-------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Wind erosion

 |

 Wurtsmith--------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

 Grayling---------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wind erosion

 |

397A: |

 Perchlake--------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

399B: |

 Grayling---------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wind erosion

 |

399C: |

 Grayling---------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

399D: |

 Grayling---------------------| Acid soil

 | Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |
182 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

405A: |

 Lupton-----------------------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

 Cathro-----------------------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

 Tawas------------------------| Excessive permeability

 | High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

406A: |

 Loxley-----------------------| Excessive permeability

 | High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

407A: |

 Seelyeville------------------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

 Markey-----------------------| Excessive permeability

 | High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

410A: |

 Seelyeville------------------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

 Cathro-----------------------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

412A: |

 Rifle------------------------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |
Washburn County, Wisconsin 183

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

412A: |

 Tacoosh----------------------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

415A: |

 Greenwood--------------------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

439B: |

 Graycalm---------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Wind erosion

 |

 Menahga----------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Wind erosion

 |

439C: |

 Graycalm---------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

 Menahga----------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

439D: |

 Graycalm---------------------| Slope

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

 Menahga----------------------| Acid soil

 | Slope

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |
184 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

441C: |

 Freeon-----------------------| Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

 Cathro-----------------------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

442C: |

 Haugen-----------------------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 | Wind erosion

 |

 Greenwood--------------------| Excessive permeability

 | High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

443D: |

 Amery------------------------| Acid soil

 | Slope

 | Dense layer

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wind erosion

 |

 Greenwood--------------------| Excessive permeability

 | High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

461A: |

 Bowstring--------------------| Flooding

 | Excessive permeability

 | High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |
Washburn County, Wisconsin 185

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

484A: |

 Greenwood--------------------| Excessive permeability

 | High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

 Beseman----------------------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

495B: |

 Karlsborg--------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Wet soil moisture status

 | Wind erosion

 |

 Grettum----------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wind erosion

 |

 Perida-----------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Wind erosion

 |

495C: |

 Karlsborg--------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Water erosion

 | Wet soil moisture status

 | Wind erosion

 |

 Grettum----------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

 Perida-----------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Water erosion

 | Wind erosion

 |
186 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

495D: |

 Karlsborg--------------------| Slope

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Water erosion

 | Wet soil moisture status

 | Wind erosion

 |

 Grettum----------------------| Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

 Perida-----------------------| Slope

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Water erosion

 | Wind erosion

 |

497A: |

 Meenon-----------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Wet soil moisture status

 | Wind erosion

 |

515A: |

 Manitowish-------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wind erosion

 |

521A: |

 Dody-------------------------| Excessive permeability

 | High content of organic matter

 | Limited available water capacity

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Wet soil moisture status

 |

524E: |

 Rock outcrop. |

 |
Washburn County, Wisconsin 187

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

524E: |

 Frogcreek--------------------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

 Metonga----------------------| Acid soil

 | Slope

 | Depth to rock

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wind erosion

 |

542B: |

 Haugen, very stony-----------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 | Wind erosion

 |

 Haugen-----------------------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Water erosion

 | Wet soil moisture status

 | Wind erosion

 |

542C: |

 Haugen, very stony-----------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 | Wind erosion

 |

 Haugen-----------------------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Water erosion

 | Wet soil moisture status

 | Wind erosion

 |
188 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

543B: |

 Anigon-----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 |

543C2: |

 Anigon-----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

544F: |

 Menahga----------------------| Acid soil

 | Slope

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

 Mahtomedi--------------------| Slope

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

555A: |

 Fordum-----------------------| Flooding

 | Excessive permeability

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

574B: |

 Sayner-----------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wind erosion

 |

574C: |

 Sayner-----------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |
Washburn County, Wisconsin 189

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

574E: |

 Sayner-----------------------| Acid soil

 | Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

579B: |

 Parkfalls--------------------| Dense layer

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 | Wind erosion

 |

600A: |

 Haplosaprists----------------| Onsite investigation required

 |

 Psammaquents-----------------| Onsite investigation required

 |

615B: |

 Cress------------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Water erosion

 | Wind erosion

 |

615C: |

 Cress------------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

615D: |

 Cress------------------------| Acid soil

 | Slope

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

623A: |

 Capitola---------------------| High content of organic matter

 | Limited available water capacity

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Wet soil moisture status

 |
190 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

624A: |

 Ossmer-----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

632A: |

 Aftad------------------------| Potential for ground-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

632B: |

 Aftad------------------------| Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wet soil moisture status

 | Wind erosion

 |

632C: |

 Aftad------------------------| Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wet soil moisture status

 | Wind erosion

 |

633F: |

 Pence------------------------| Acid soil

 | Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

 Padus------------------------| Acid soil

 | Slope

 | Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

648B: |

 Sconsin----------------------| Dense layer

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Water erosion

 | Wet soil moisture status

 |

670C: |

 Keweenaw---------------------| Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wind erosion

 |
Washburn County, Wisconsin 191

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

670C: |

 Pence------------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wind erosion

 |

670E: |

 Keweenaw---------------------| Slope

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wind erosion

 |

 Pence------------------------| Acid soil

 | Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wind erosion

 |

671B: |

 Spoonerhill, stony-----------| Dense layer

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

 Spoonerhill------------------| Dense layer

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Water erosion

 | Wet soil moisture status

 |

680B: |

 Stanberry, stony-------------| Dense layer

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 | Wind erosion

 |

 Pence, stony-----------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wind erosion

 |
192 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

683A: |

 Tipler-----------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wind erosion

 |

706A: |

 Winterfield------------------| Flooding

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

 Totagatic--------------------| Flooding

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

724A: |

 Rib--------------------------| Excessive permeability

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

 Rock outcrop. |

 |

726B: |

 Sissabagama------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wind erosion

 |

733A: |

 Wozny------------------------| Dense layer

 | High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Wet soil moisture status

 |

771A: |

 Lenroot----------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

827A: |

 Scoba------------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wet soil moisture status

 |
Washburn County, Wisconsin 193

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

853C: |

 Frogcreek--------------------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

 Stinnett---------------------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

 Wozny------------------------| Dense layer

 | High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Wet soil moisture status

 |

856B: |

 Stinnett---------------------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

857B: |

 Frogcreek--------------------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

857C: |

 Frogcreek--------------------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

873B: |

 Stanberry--------------------| Dense layer

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 | Wind erosion

 |
194 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

873C: |

 Stanberry--------------------| Dense layer

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 | Wind erosion

 |

873D: |

 Stanberry--------------------| Slope

 | Dense layer

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 | Wind erosion

 |

905A: |

 Cublake----------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Wind erosion

 |

926A: |

 Flink------------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

943D: |

 Stanberry--------------------| Slope

 | Dense layer

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 | Wind erosion

 |

 Greenwood--------------------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

948A: |

 Billyboy---------------------| Excessive permeability

 | Potential for ground-water contamination

 | Wet soil moisture status

 |
Washburn County, Wisconsin 195

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

970C: |

 Keweenaw---------------------| Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 |

 Pence------------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wind erosion

 |

 Greenwood--------------------| Excessive permeability

 | High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

970E: |

 Keweenaw---------------------| Slope

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 |

 Pence------------------------| Acid soil

 | Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wind erosion

 |

 Greenwood--------------------| Excessive permeability

 | High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

1070C: |

 Fremstadt--------------------| Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 |
196 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

1070C: |

 Cress------------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

1070D: |

 Fremstadt--------------------| Slope

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 |

 Cress------------------------| Acid soil

 | Slope

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

1080B: |

 Spoonerhill------------------| Dense layer

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Water erosion

 | Wet soil moisture status

 |

 Spoonerhill, stony-----------| Dense layer

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

 Cress------------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Water erosion

 | Wind erosion

 |

1653C: |

 Stanberry--------------------| Dense layer

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 | Wind erosion

 |
Washburn County, Wisconsin 197

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

1653C: |

 Parkfalls--------------------| Dense layer

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 | Wind erosion

 |

 Wozny------------------------| Dense layer

 | High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Wet soil moisture status

 |

2015. |

 Pits |

 |

2050. |

 Landfill |

 |

3011A: |

 Barronett--------------------| Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

3125A: |

 Meehan-----------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

3126A: |

 Wurtsmith--------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

3276A: |

 Au Gres----------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

3312B: |

 Glendenning, very stony------| Acid soil

 | Dense layer

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |
198 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

3312B: |

 Glendenning------------------| Acid soil

 | Dense layer

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Water erosion

 | Wet soil moisture status

 |

3336A: |

 Fenander---------------------| Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

3403A: |

 Loxley-----------------------| Excessive permeability

 | High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

 Beseman----------------------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

 Dawson-----------------------| Acid soil

 | Excessive permeability

 | High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

3424C: |

 Frogcreek--------------------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

 Magroc-----------------------| Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

 Stinnett---------------------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

 Rock outcrop. |

 |
Washburn County, Wisconsin 199

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations

 | __________________________________________________________________________

 |

3446A: |

 Newson-----------------------| Acid soil

 | Excessive permeability

 | High content of organic matter

 | Limited available water capacity

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

3448B: |

 Grettum----------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wind erosion

 |

3448C: |

 Grettum----------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Water erosion

 | Wind erosion

 |

3516A: |

 Slimlake---------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wind erosion

 |

3629B: |

 Perida-----------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Restricted permeability

 | Wind erosion

 |

M-W. |

 Miscellaneous water |

 |

W. |

 Water |

 | __________________________________________________________________________
Table 7.--Land Capability and Yields per Acre of Crops and Pasture (Yields are those that can be expected under a high level of management. They are for nonirrigated areas. Y

 very stony map units are based on the assumption that the stones have been removed. Absence of a yield  soil is not suited to the crop or the crop generally is not grown on the soil) ____________________________________________________________________________________________________________ | | | | | | |  Map symbol | Land | Soybeans |Timothy-red |Bromegrass- | Corn |Corn silage | Ken and soil name | capability | | clover hay |alfalfa hay | | | blu____________________________________________________________________________________________________________ | | Bu | Tons | Tons | Bu | Tons |  | | | | | | | 3A-----------------------| | --- | --- | --- | --- | --- |  Totagatic---------------| 7w | | | | | |  Bowstring---------------| 7w | | | | | |  Ausable-----------------| 7w | | | | | |  | | | | | | | 22A----------------------| 2w | 30 | 3.4 | 3.6 | 90 | 14 |  Comstock | | | | | | |  | | | | | | | 24A----------------------| 2w | 28 | 3.2 | 3.4 | 85 | 14 |  Poskin | | | | | | |  | | | | | | | 27A----------------------| 2s | 28 | 3.2 | 3.4 | 85 | 14 |  Scott Lake | | | | | | |  | | | | | | | 28B----------------------| | 28 | 3.2 | 3.4 | 85 | 14 |  Haugen, very stony------| 4s | | | | | |  Haugen------------------| 2e | | | | | |  Rosholt, very stony-----| 4s | | | | | |  Rosholt-----------------| 2s | | | | | |  | | | | | | | 28C----------------------| | 26 | 3.0 | 3.2 | 80 | 13 |  Haugen, very stony------| 6s | | | | | |  Haugen------------------| 3e | | | | | |  Rosholt, very stony-----| 6s | | | | | |  Rosholt-----------------| 3e | | | | | |  | | | | | | | 33B----------------------| 3s | 22 | 2.6 | 2.8 | 70 | 12 |  Chetek | | | | | | |  | | | | | | | 33C----------------------| 4e | 20 | 2.4 | 2.6 | 65 | 12 |  Chetek | | | | | | |  | | | | | | | 38A----------------------| 2s | 28 | 3.2 | 3.4 | 85 | 14 |  Rosholt | | | | | | |  | | | | | | | 38B----------------------| 2s | 26 | 3.0 | 3.2 | 80 | 13 |  Rosholt | | | | | | |  | | | | | | | 38C----------------------| 3e | 24 | 2.8 | 3.0 | 75 | 13 |  Rosholt | | | | | | |  | | | | | | |  * See footnote at end of table.
Table 7.--Land Capability and Yields per Acre of Crops and Pasture--Continued ___________________________________________________________________________________________________________

 | | | | | | |  Map symbol | Land | Soybeans |Timothy-red |Bromegrass- | Corn |Corn silage | Ke and soil name | capability | | clover hay |alfalfa hay | | | bl___________________________________________________________________________________________________________ | | Bu | Tons | Tons | Bu | Tons |  | | | | | | | 38D----------------------| 4e | 22 | 2.6 | 2.8 | 70 | 12 |  Rosholt | | | | | | |  | | | | | | | 42D----------------------| 6s | 24 | 2.8 | 3.0 | 75 | 13 |  Amery | | | | | | |  | | | | | | | 43B----------------------| 2e | 30 | 3.4 | 3.6 | 90 | 14 |  Antigo | | | | | | |  | | | | | | | 43C----------------------| 3e | 28 | 3.2 | 3.4 | 85 | 14 |  Antigo | | | | | | |  | | | | | | | 43D----------------------| 6e | 26 | 3.0 | 3.2 | 80 | 13 |  Antigo | | | | | | |  | | | | | | | 48A----------------------| 2s | 30 | 3.4 | 3.6 | 90 | 14 |  Brill | | | | | | |  | | | | | | | 63A----------------------| 1 | 34 | 3.6 | 4.0 | 100 | 15 |  Crystal Lake | | | | | | |  | | | | | | | 63B----------------------| 2e | 32 | 3.6 | 3.8 | 95 | 15 |  Crystal Lake | | | | | | |  | | | | | | | 63C----------------------| 3e | 30 | 3.4 | 3.6 | 90 | 14 |  Crystal Lake | | | | | | |  | | | | | | | 63E----------------------| 6e | 28 | 3.2 | 3.4 | 85 | 14 |  Crystal Lake | | | | | | |  | | | | | | | 64A----------------------| | --- | --- | --- | --- | --- |  Totagatic---------------| 7w | | | | | |  Winterfield-------------| 4w | | | | | |  | | | | | | | 69B----------------------| | --- | 1.6 | --- | 45 | 10 |  Keweenaw----------------| 3s | | | | | |  Sayner------------------| 4s | | | | | |  Vilas-------------------| 4s | | | | | |  | | | | | | | 69C----------------------| | --- | 1.6 | 1.6 | 40 | 9 |  Keweenaw----------------| 4s | | | | | |  Sayner------------------| 6s | | | | | |  Vilas-------------------| 6s | | | | | |  | | | | | | |  * See footnote at end of table.
Table 7.--Land Capability and Yields per Acre of Crops and Pasture--Continued ____________________________________________________________________________________________________________

 | | | | | | |  Map symbol | Land | Soybeans |Timothy-red |Bromegrass- | Corn |Corn silage | Ken and soil name | capability | | clover hay |alfalfa hay | | | blu____________________________________________________________________________________________________________ | | Bu | Tons | Tons | Bu | Tons |  | | | | | | | 69E----------------------| | --- | 1.2 | 1.4 | 35 | 9 |  Keweenaw----------------| 7s | | | | | |  Sayner------------------| 7s | | | | | |  Vilas-------------------| 7s | | | | | |  | | | | | | | 74B----------------------| 4s | --- | 1.8 | --- | 50 | 10 |  Vilas | | | | | | |  | | | | | | | 74C----------------------| 6s | --- | 1.8 | 2.0 | 50 | 10 |  Vilas | | | | | | |  | | | | | | | 74D----------------------| 7s | --- | 1.4 | 1.6 | 40 | 9 |  Vilas | | | | | | |  | | | | | | | 100B---------------------| 4s | --- | 1.4 | 1.6 | 40 | 9 |  Menahga | | | | | | |  | | | | | | | 100C---------------------| 6s | --- | 1.2 | 1.4 | 35 | 9 |  Menahga | | | | | | |  | | | | | | | 100D---------------------| 7s | --- | 1.0 | 1.2 | 30 | 8 |  Menahga | | | | | | |  | | | | | | | 127D---------------------| | 24 | 2.8 | 3.0 | 75 | 13 |  Amery-------------------| 6s | | | | | |  Rosholt-----------------| 6s | | | | | |  | | | | | | | 127E---------------------| | --- | --- | --- | --- | --- |  Amery-------------------| 7s | | | | | |  Rosholt-----------------| 7s | | | | | |  | | | | | | | 156B---------------------| | 28 | 3.2 | 3.4 | 85 | 14 |  Magnor, very stony------| 4s | | | | | |  Magnor------------------| 2w | | | | | |  | | | | | | | 157B---------------------| | 32 | 3.6 | 3.8 | 95 | 15 |  Freeon, very stony------| 4s | | | | | |  Freeon------------------| 2e | | | | | |  | | | | | | | 157C---------------------| | 30 | 3.4 | 3.6 | 90 | 14 |  Freeon, very stony------| 6s | | | | | |  Freeon------------------| 3e | | | | | |  | | | | | | | 160A---------------------| 2w | 26 | 3.0 | 3.2 | 80 | 13 |  Oesterle | | | | | | |  | | | | | | |  * See footnote at end of table.
Table 7.--Land Capability and Yields per Acre of Crops and Pasture--Continued ___________________________________________________________________________________________________________

 | | | | | | |  Map symbol | Land | Soybeans |Timothy-red |Bromegrass- | Corn |Corn silage | Ke and soil name | capability | | clover hay |alfalfa hay | | | bl___________________________________________________________________________________________________________ | | Bu | Tons | Tons | Bu | Tons |  | | | | | | | 182B---------------------| 2e | 30 | 3.4 | --- | 90 | 14 |  Padus | | | | | | |  | | | | | | | 182C---------------------| 3e | 28 | 3.2 | --- | 85 | 14 |  Padus | | | | | | |  | | | | | | | 192A---------------------| 2w | 26 | 3.0 | --- | 80 | 13 |  Worcester | | | | | | |  | | | | | | | 193A---------------------| 6w | --- | --- | --- | --- | --- |  Minocqua | | | | | | |  | | | | | | | 215B---------------------| 3s | 24 | 2.8 | --- | 75 | 13 |  Pence | | | | | | |  | | | | | | | 215C---------------------| 4e | 22 | 2.6 | --- | 70 | 12 |  Pence | | | | | | |  | | | | | | | 215D---------------------| 6e | --- | 1.8 | 2.0 | 50 | 10 |  Pence | | | | | | |  | | | | | | | 315A---------------------| 6w | --- | --- | --- | --- | --- |  Rib | | | | | | |  | | | | | | | 337A---------------------| 2w | 26 | 3.0 | 3.2 | 80 | 13 |  Plover | | | | | | |  | | | | | | | 368B---------------------| | 16 | 1.8 | 2.0 | 50 | 10 |  Mahtomedi---------------| 4s | | | | | |  Cress-------------------| 3s | | | | | |  | | | | | | | 368C---------------------| | 16 | 1.6 | 1.8 | 45 | 10 |  Mahtomedi---------------| 6s | | | | | |  Cress-------------------| 4e | | | | | |  | | | | | | | 368D---------------------| | 14 | 1.4 | 1.6 | 40 | 9 |  Mahtomedi---------------| 7s | | | | | |  Cress-------------------| 6e | | | | | |  | | | | | | | 371A---------------------| 4s | --- | 2.0 | --- | 55 | 11 |  Croswell | | | | | | |  | | | | | | | 380B---------------------| | 22 | 2.6 | 2.8 | 70 | 12 |  Cress-------------------| 3s | | | | | |  Rosholt-----------------| 2s | | | | | |  | | | | | | |  * See footnote at end of table.
Table 7.--Land Capability and Yields per Acre of Crops and Pasture--Continued ____________________________________________________________________________________________________________

 | | | | | | |  Map symbol | Land | Soybeans |Timothy-red |Bromegrass- | Corn |Corn silage | Ken and soil name | capability | | clover hay |alfalfa hay | | | blu____________________________________________________________________________________________________________ | | Bu | Tons | Tons | Bu | Tons |  | | | | | | | 380C---------------------| | 20 | 2.4 | 2.6 | 65 | 12 |  Cress-------------------| 4e | | | | | |  Rosholt-----------------| 3e | | | | | |  | | | | | | | 380D---------------------| | 18 | 2.2 | 2.4 | 60 | 11 |  Cress-------------------| 6e | | | | | |  Rosholt-----------------| 4e | | | | | |  | | | | | | | 383B---------------------| 4s | 14 | 1.4 | 1.6 | 40 | 9 |  Mahtomedi | | | | | | |  | | | | | | | 383C---------------------| 6s | 14 | 1.2 | 1.4 | 35 | 9 |  Mahtomedi | | | | | | |  | | | | | | | 383D---------------------| 7s | --- | 1.0 | 1.2 | 30 | 8 |  Mahtomedi | | | | | | |  | | | | | | | 396B---------------------| | --- | 1.4 | 1.6 | 40 | 9 |  Friendship--------------| 4s | | | | | |  Wurtsmith---------------| 4s | | | | | |  Grayling----------------| 4s | | | | | |  | | | | | | | 397A---------------------| 4w | 18 | 2.0 | 2.2 | 55 | 11 |  Perchlake | | | | | | |  | | | | | | | 399B---------------------| 4s | --- | 1.2 | 1.4 | 35 | 9 |  Grayling | | | | | | |  | | | | | | | 399C---------------------| 6s | --- | 1.0 | 1.2 | 30 | 8 |  Grayling | | | | | | |  | | | | | | | 399D---------------------| 7s | --- | 0.8 | 1.0 | 25 | 7 |  Grayling | | | | | | |  | | | | | | | 405A---------------------| | --- | --- | --- | --- | --- |  Lupton------------------| 7w | | | | | |  Cathro------------------| 7w | | | | | |  Tawas-------------------| 7w | | | | | |  | | | | | | | 406A---------------------| 7w | --- | --- | --- | --- | --- |  Loxley | | | | | | |  | | | | | | | 407A---------------------| | --- | --- | --- | --- | --- |  Seelyeville-------------| 7w | | | | | |  Markey------------------| 7w | | | | | |  | | | | | | |  * See footnote at end of table.
Table 7.--Land Capability and Yields per Acre of Crops and Pasture--Continued ___________________________________________________________________________________________________________

 | | | | | | |  Map symbol | Land | Soybeans |Timothy-red |Bromegrass- | Corn |Corn silage | Ke and soil name | capability | | clover hay |alfalfa hay | | | bl___________________________________________________________________________________________________________ | | Bu | Tons | Tons | Bu | Tons |  | | | | | | | 410A---------------------| | --- | --- | --- | --- | --- |  Seelyeville-------------| 7w | | | | | |  Cathro------------------| 7w | | | | | |  | | | | | | | 412A---------------------| | --- | --- | --- | --- | --- |  Rifle-------------------| 7w | | | | | |  Tacoosh-----------------| 7w | | | | | |  | | | | | | | 415A---------------------| 7w | --- | --- | --- | --- | --- |  Greenwood | | | | | | |  | | | | | | | 439B---------------------| | 16 | 1.8 | 2.0 | 50 | 10 |  Graycalm----------------| 4s | | | | | |  Menahga-----------------| 4s | | | | | |  | | | | | | | 439C---------------------| | 14 | 1.6 | 1.8 | 45 | 10 |  Graycalm----------------| 6s | | | | | |  Menahga-----------------| 6s | | | | | |  | | | | | | | 439D---------------------| | --- | 1.4 | 1.6 | 40 | 9 |  Graycalm----------------| 7s | | | | | |  Menahga-----------------| 7s | | | | | |  | | | | | | | 441C---------------------| | 30 | 3.4 | 3.6 | 90 | 14 |  Freeon------------------| 6s | | | | | |  Cathro------------------| 7w | | | | | |  | | | | | | | 442C---------------------| | 26 | 3.0 | 3.2 | 80 | 13 |  Haugen------------------| 6s | | | | | |  Greenwood---------------| 7w | | | | | |  | | | | | | | 443D---------------------| | 24 | 2.8 | 3.0 | 75 | 13 |  Amery-------------------| 7s | | | | | |  Greenwood---------------| 7w | | | | | |  | | | | | | | 461A---------------------| 7w | --- | --- | --- | --- | --- |  Bowstring | | | | | | |  | | | | | | | 484A---------------------| | --- | --- | --- | --- | --- |  Greenwood---------------| 7w | | | | | |  Beseman-----------------| 7w | | | | | |  | | | | | | | 495B---------------------| | 18 | 2.0 | 2.2 | 55 | 11 |  Karlsborg---------------| 3s | | | | | |  Grettum-----------------| 4s | | | | | |  Perida------------------| 4s | | | | | |  | | | | | | |  * See footnote at end of table.
Table 7.--Land Capability and Yields per Acre of Crops and Pasture--Continued ____________________________________________________________________________________________________________

 | | | | | | |  Map symbol | Land | Soybeans |Timothy-red |Bromegrass- | Corn |Corn silage | Ken and soil name | capability | | clover hay |alfalfa hay | | | blu____________________________________________________________________________________________________________ | | Bu | Tons | Tons | Bu | Tons |  | | | | | | | 495C---------------------| | 16 | 1.8 | 2.0 | 50 | 10 |  Karlsborg---------------| 4s | | | | | |  Grettum-----------------| 6s | | | | | |  Perida------------------| 6s | | | | | |  | | | | | | | 495D---------------------| | 16 | 1.8 | 1.8 | 45 | 10 |  Karlsborg---------------| 6s | | | | | |  Grettum-----------------| 7s | | | | | |  Perida------------------| 7s | | | | | |  | | | | | | | 497A---------------------| 4w | 20 | 2.4 | 2.6 | 65 | 12 |  Meenon | | | | | | |  | | | | | | | 515A---------------------| 3s | 24 | 2.8 | --- | 75 | 13 |  Manitowish | | | | | | |  | | | | | | | 521A---------------------| 6w | --- | --- | --- | --- | --- |  Dody | | | | | | |  | | | | | | | 524E---------------------| | --- | --- | --- | --- | --- |  Rock outcrop------------| 8s | | | | | |  Frogcreek---------------| 6s | | | | | |  Metonga-----------------| 7s | | | | | |  | | | | | | | 542B---------------------| | 28 | 3.2 | 3.4 | 85 | 14 |  Haugen, very stony------| 4s | | | | | |  Haugen------------------| 2e | | | | | |  | | | | | | | 542C---------------------| | 26 | 3.0 | 3.2 | 80 | 13 |  Haugen, very stony------| 6s | | | | | |  Haugen------------------| 3e | | | | | |  | | | | | | | 543B---------------------| 2e | 32 | 3.6 | 3.8 | 95 | 15 |  Anigon | | | | | | |  | | | | | | | 543C2--------------------| 3e | 30 | 3.4 | 3.6 | 90 | 14 |  Anigon | | | | | | |  | | | | | | | 544F---------------------| | --- | --- | --- | --- | --- |  Menahga-----------------| 7s | | | | | |  Mahtomedi---------------| 7s | | | | | |  | | | | | | | 555A---------------------| 6w | --- | --- | --- | --- | --- |  Fordum | | | | | | |  | | | | | | |  * See footnote at end of table.
Table 7.--Land Capability and Yields per Acre of Crops and Pasture--Continued ___________________________________________________________________________________________________________

 | | | | | | |  Map symbol | Land | Soybeans |Timothy-red |Bromegrass- | Corn |Corn silage | Ke and soil name | capability | | clover hay |alfalfa hay | | | bl___________________________________________________________________________________________________________ | | Bu | Tons | Tons | Bu | Tons |  | | | | | | | 574B---------------------| 4s | --- | 1.6 | --- | 45 | 10 |  Sayner | | | | | | |  | | | | | | | 574C---------------------| 6s | --- | 1.2 | 1.4 | 35 | 9 |  Sayner | | | | | | |  | | | | | | | 574E---------------------| 7s | --- | 1.0 | 1.2 | 30 | 8 |  Sayner | | | | | | |  | | | | | | | 579B---------------------| 4s | 24 | 2.8 | 3.0 | 75 | 13 |  Parkfalls | | | | | | |  | | | | | | | 600A---------------------| | --- | --- | --- | --- | --- |  Haplosaprists-----------| 6w | | | | | |  Psammaquents------------| 6w | | | | | |  | | | | | | | 615B---------------------| 3s | 18 | 2.2 | 2.4 | 60 | 11 |  Cress | | | | | | |  | | | | | | | 615C---------------------| 4e | 18 | 2.0 | 2.2 | 55 | 11 |  Cress | | | | | | |  | | | | | | | 615D---------------------| 6e | 16 | 1.8 | 2.0 | 50 | 10 |  Cress | | | | | | |  | | | | | | | 623A---------------------| 7w | --- | --- | --- | --- | --- |  Capitola | | | | | | |  | | | | | | | 624A---------------------| 2w | 28 | 3.2 | 3.4 | 85 | 14 |  Ossmer | | | | | | |  | | | | | | | 632A---------------------| 1 | 34 | 3.8 | 4.0 | 100 | 15 |  Aftad | | | | | | |  | | | | | | | 632B---------------------| 2e | 32 | 3.6 | 3.8 | 95 | 15 |  Aftad | | | | | | |  | | | | | | | 632C---------------------| 3e | 30 | 3.4 | 3.6 | 90 | 14 |  Aftad | | | | | | |  | | | | | | | 633F---------------------| | --- | --- | --- | --- | --- |  Pence-------------------| 7e | | | | | |  Padus-------------------| 7e | | | | | |  | | | | | | | 648B---------------------| 2e | 28 | 3.2 | 3.4 | 85 | 14 |  Sconsin | | | | | | |  | | | | | | |  * See footnote at end of table.
Table 7.--Land Capability and Yields per Acre of Crops and Pasture--Continued ____________________________________________________________________________________________________________

 | | | | | | |  Map symbol | Land | Soybeans |Timothy-red |Bromegrass- | Corn |Corn silage | Ken and soil name | capability | | clover hay |alfalfa hay | | | blu____________________________________________________________________________________________________________ | | Bu | Tons | Tons | Bu | Tons |  | | | | | | | 670C---------------------| | 20 | 2.4 | --- | 65 | 12 |  Keweenaw----------------| 4e | | | | | |  Pence-------------------| 4e | | | | | |  | | | | | | | 670E---------------------| | --- | --- | --- | --- | --- |  Keweenaw----------------| 7e | | | | | |  Pence-------------------| 7e | | | | | |  | | | | | | | 671B---------------------| | 20 | 2.2 | 2.4 | 65 | 12 |  Spoonerhill, stony------| 3s | | | | | |  Spoonerhill-------------| 3s | | | | | |  | | | | | | | 680B---------------------| | 28 | 3.2 | --- | 85 | 14 |  Stanberry, stony--------| 4s | | | | | |  Pence, stony------------| 4s | | | | | |  | | | | | | | 683A---------------------| 2s | 28 | 3.2 | --- | 85 | 14 |  Tipler | | | | | | |  | | | | | | | 706A---------------------| | --- | --- | --- | --- | --- |  Winterfield-------------| 4w | | | | | |  Totagatic---------------| 7w | | | | | |  | | | | | | | 724A---------------------| | --- | --- | --- | --- | --- |  Rib---------------------| 6w | | | | | |  Rock outcrop------------| 8s | | | | | |  | | | | | | | 726B---------------------| 4s | 18 | 2.2 | 2.4 | 60 | 11 |  Sissabagama | | | | | | |  | | | | | | | 733A---------------------| 6w | --- | --- | --- | --- | --- |  Wozny | | | | | | |  | | | | | | | 771A---------------------| 4s | 16 | 1.8 | 2.0 | 50 | 10 |  Lenroot | | | | | | |  | | | | | | | 827A---------------------| 2s | 28 | 3.2 | 3.4 | 85 | 14 |  Scoba | | | | | | |  | | | | | | | 853C---------------------| | 26 | 3.0 | --- | 80 | 13 |  Frogcreek---------------| 6s | | | | | |  Stinnett----------------| 4s | | | | | |  Wozny-------------------| 6w | | | | | |  | | | | | | | 856B---------------------| 4s | 28 | 3.2 | --- | 85 | 14 |  Stinnett | | | | | | |  | | | | | | |  * See footnote at end of table.
Table 7.--Land Capability and Yields per Acre of Crops and Pasture--Continued ___________________________________________________________________________________________________________

 | | | | | | |  Map symbol | Land | Soybeans |Timothy-red |Bromegrass- | Corn |Corn silage | Ke and soil name | capability | | clover hay |alfalfa hay | | | bl___________________________________________________________________________________________________________ | | Bu | Tons | Tons | Bu | Tons |  | | | | | | | 857B---------------------| 4s | 30 | 3.4 | --- | 90 | 14 |  Frogcreek | | | | | | |  | | | | | | | 857C---------------------| 6s | 28 | 3.2 | --- | 85 | 14 |  Frogcreek | | | | | | |  | | | | | | | 873B---------------------| 4s | 30 | 3.4 | --- | 90 | 14 |  Stanberry | | | | | | |  | | | | | | | 873C---------------------| 6s | 28 | 3.2 | --- | 85 | 14 |  Stanberry | | | | | | |  | | | | | | | 873D---------------------| 7s | --- | 2.6 | 2.8 | 70 | 12 |  Stanberry | | | | | | |  | | | | | | | 905A---------------------| 4s | --- | 2.0 | 2.2 | 55 | 11 |  Cublake | | | | | | |  | | | | | | | 926A---------------------| 4w | --- | 2.2 | 2.4 | 60 | 11 |  Flink | | | | | | |  | | | | | | | 943D---------------------| | --- | --- | --- | --- | --- |  Stanberry---------------| 6s | | | | | |  Greenwood---------------| 7w | | | | | |  | | | | | | | 948A---------------------| 2s | --- | 3.2 | 3.4 | 85 | 14 |  Billyboy | | | | | | |  | | | | | | | 970C---------------------| | --- | 1.8 | 2.0 | 50 | 10 |  Keweenaw----------------| 4e | | | | | |  Pence-------------------| 4e | | | | | |  Greenwood---------------| 7w | | | | | |  | | | | | | | 970E---------------------| | --- | --- | --- | --- | --- |  Keweenaw----------------| 7e | | | | | |  Pence-------------------| 7e | | | | | |  Greenwood---------------| 7w | | | | | |  | | | | | | | 1070C--------------------| | 18 | 2.0 | 2.2 | 55 | 11 |  Fremstadt---------------| 4e | | | | | |  Cress-------------------| 4e | | | | | |  | | | | | | | 1070D--------------------| | 16 | 1.8 | 2.0 | 50 | 10 |  Fremstadt---------------| 6e | | | | | |  Cress-------------------| 6e | | | | | |  | | | | | | |  * See footnote at end of table.
Table 7.--Land Capability and Yields per Acre of Crops and Pasture--Continued ___________________________________________________________________________________________________________

 | | | | | | |  Map symbol | Land | Soybeans |Timothy-red |Bromegrass- | Corn |Corn silage | Ke and soil name | capability | | clover hay |alfalfa hay | | | bl___________________________________________________________________________________________________________ | | Bu | Tons | Tons | Bu | Tons |  | | | | | | | 1080B--------------------| | 18 | 2.2 | 2.4 | 60 | 11 |  Spoonerhill-------------| 3s | | | | | |  Spoonerhill, stony------| 3s | | | | | |  Cress-------------------| 3s | | | | | |  | | | | | | | 1653C--------------------| | 24 | 2.8 | --- | 75 | 13 |  Stanberry---------------| 6s | | | | | |  Parkfalls---------------| 4s | | | | | |  Wozny-------------------| 6w | | | | | |  | | | | | | | 2015---------------------| 8s | --- | --- | --- | --- | --- |  Pits | | | | | | |  | | | | | | | 2050. | | | | | | |  Landfill | | | | | | |  | | | | | | | 3011A--------------------| 6w | --- | --- | --- | --- | --- |  Barronett | | | | | | |  | | | | | | | 3125A--------------------| 4w | 18 | 2.0 | --- | 55 | 11 |  Meehan | | | | | | |  | | | | | | | 3126A--------------------| 4s | 16 | 1.8 | 2.0 | 50 | 10 |  Wurtsmith | | | | | | |  | | | | | | | 3276A--------------------| 4w | --- | 1.8 | --- | 50 | 10 |  Au Gres | | | | | | |  | | | | | | | 3312B--------------------| | 26 | 3.0 | 3.2 | 80 | 13 |  Glendenning, very stony | 4s | | | | | |  Glendenning-------------| 2w | | | | | |  | | | | | | | 3336A--------------------| 6w | --- | --- | --- | --- | --- |  Fenander | | | | | | |  | | | | | | | 3403A--------------------| | --- | --- | --- | --- | --- |  Loxley------------------| 7w | | | | | |  Beseman-----------------| 7w | | | | | |  Dawson------------------| 7w | | | | | |  | | | | | | | 3424C--------------------| | --- | --- | --- | --- | --- |  Frogcreek---------------| 6s | | | | | |  Magroc------------------| 4s | | | | | |  Stinnett----------------| 4s | | | | | |  Rock outcrop------------| 8s | | | | | |  | | | | | | |  * See footnote at end of table.
Table 7.--Land Capability and Yields per Acre of Crops and Pasture--Continued ___________________________________________________________________________________________________________

 | | | | | | |  Map symbol | Land | Soybeans |Timothy-red |Bromegrass- | Corn |Corn silage | Ke and soil name | capability | | clover hay |alfalfa hay | | | bl___________________________________________________________________________________________________________ | | Bu | Tons | Tons | Bu | Tons |  | | | | | | | 3446A--------------------| 6w | --- | --- | --- | --- | --- |  Newson | | | | | | |  | | | | | | | 3448B--------------------| 4s | 16 | 1.6 | 1.8 | 45 | 10 |  Grettum | | | | | | |  | | | | | | | 3448C--------------------| 6s | 14 | 1.4 | 1.6 | 40 | 9 |  Grettum | | | | | | |  | | | | | | | 3516A--------------------| 3s | 20 | 2.4 | 2.6 | 65 | 12 |  Slimlake | | | | | | |  | | | | | | | 3629B--------------------| 4s | 16 | 1.8 | 2.0 | 50 | 10 |  Perida | | | | | | |  | | | | | | | M-W. | | | | | | |  Miscellaneous water | | | | | | |  | | | | | | | W. | | | | | | |  Water | | | | | | |  | | | | | | | ___________________________________________________________________________________________________________ * Animal unit month: The amount of forage or feed required to feed one animal unit (one cow, one horsesheep, or five goats) for 30 days.
212 Soil Survey of

Table 8.--Prime Farmland

(Only the soils considered prime farmland are listed. Urban or built-up areas of the soils

 listed are not considered prime farmland. If a soil is prime farmland only under certain

 conditions, the conditions are specified in parentheses after the soil name)

_____________________________________________________________________________________________

 |

 Map | Soil name

 symbol |

 | _____________________________________________________________________________________________

 |

 22A | Comstock silt loam, 0 to 3 percent slopes

 24A | Poskin silt loam, 0 to 3 percent slopes

 27A | Scott Lake sandy loam, 0 to 3 percent slopes

 28B | Haugen-Rosholt complex, 2 to 6 percent slopes, very stony

 38A | Rosholt sandy loam, 0 to 2 percent slopes

 38B | Rosholt sandy loam, 2 to 6 percent slopes

 43B | Antigo silt loam, 1 to 6 percent slopes

 48A | Brill silt loam, 0 to 3 percent slopes

 63A | Crystal Lake silt loam, 0 to 2 percent slopes

 63B | Crystal Lake silt loam, 2 to 6 percent slopes

 156B | Magnor, very stony-Magnor complex, 0 to 4 percent slopes

 157B | Freeon, very stony-Freeon complex, 2 to 6 percent slopes

 160A | Oesterle sandy loam, 0 to 2 percent slopes

 182B | Padus sandy loam, 0 to 6 percent slopes

 192A | Worcester sandy loam, 0 to 3 percent slopes

 193A | Minocqua muck, 0 to 2 percent slopes

 315A | Rib silt loam, 0 to 2 percent slopes

 337A | Plover fine sandy loam, 0 to 3 percent slopes

 542B | Haugen, very stony-Haugen complex, 2 to 6 percent slopes

 543B | Anigon silt loam, 2 to 6 percent slopes

 579B | Parkfalls sandy loam, 0 to 4 percent slopes, very stony

 623A | Capitola muck, 0 to 2 percent slopes, very stony

 624A | Ossmer silt loam, 0 to 3 percent slopes

 632A | Aftad fine sandy loam, 0 to 2 percent slopes

 632B | Aftad fine sandy loam, 2 to 6 percent slopes

 648B | Sconsin silt loam, 1 to 6 percent slopes

 683A | Tipler sandy loam, 0 to 3 percent slopes

 733A | Wozny muck, 0 to 2 percent slopes, very stony

 827A | Scoba sandy loam, 0 to 3 percent slopes

 856B | Stinnett silt loam, 0 to 4 percent slopes, very stony

 857B | Frogcreek silt loam, 2 to 6 percent slopes, very stony

 873B | Stanberry sandy loam, 1 to 6 percent slopes, very stony

 948A | Billyboy silt loam, 0 to 3 percent slopes

 3011A | Barronett silt loam, 0 to 2 percent slopes

 3312B | Glendenning, very stony-Glendenning complex, 0 to 4 percent slopes

 3336A | Fenander fine sandy loam, 0 to 2 percent slopes

 | _____________________________________________________________________________________________
Table 9.--Windbreaks and Environmental Plantings (Absence of an entry indicates that trees generally do not grow to the given height) _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | 3A. | | | |  Totagatic-Bowstring- | | | |  Ausable | | | |  | | | | 22A: | | | |  Comstock----------------| --- |American |White spruce--------|Eastern white pine,  | | cranberrybush, | | red maple, red  | | common lilac, silky| | pine, silver maple, | | dogwood, | | white ash  | | nannyberry, | |  | | northern white- | |  | | cedar, redosier | |  | | dogwood | |  | | | | 24A: | | | |  Poskin------------------| --- |American |White spruce--------|Eastern white pine,  | | cranberrybush, | | red maple, silver  | | common lilac, silky| | maple, white ash  | | dogwood, common | |  | | ninebark, | |  | | nannyberry, | |  | | northern white- | |  | | cedar, redosier | |  | | dogwood | |  | | | | 27A: | | | |  Scott Lake--------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood | cranberrybush, Amur| Norway spruce | jack pine, red pine | | maple, common lilac| |  | | | | 28B: | | | |  Haugen, very stony------| --- |American |Manchurian |Eastern white pine,  | | cranberrybush, | crabapple, eastern | green ash, jack  | | Siberian peashrub, | redcedar, white | pine  | | common lilac, Amur | spruce |  | | maple, eastern | |  | | arborvitae | |  | | | |  Haugen------------------| --- |American |Manchurian |Eastern white pine,  | | cranberrybush, | crabapple, eastern | green ash, jack  | | Siberian peashrub, | redcedar, white | pine  | | common lilac, Amur | spruce |  | | maple, eastern | |  | | arborvitae | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 28B: | | | |  Rosholt, very stony-----|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | |  Rosholt-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 28C: | | | |  Haugen, very stony------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Black Hills spruce,| red maple, red  | | maple, common lilac| Norway spruce, | pine, white ash  | | | white spruce |  | | | |  Haugen------------------| --- |American |Manchurian |Eastern white pine,  | | cranberrybush, | crabapple, eastern | green ash, jack  | | Siberian peashrub, | redcedar, white | pine  | | common lilac, Amur | spruce |  | | maple, eastern | |  | | arborvitae | |  | | | |  Rosholt, very stony-----|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | |  Rosholt-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 33B: | | | |  Chetek------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | 33C: | | | |  Chetek------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 38A: | | | |  Rosholt-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 38B: | | | |  Rosholt-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 38C: | | | |  Rosholt-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 38D: | | | |  Rosholt-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 42D: | | | |  Amery-------------------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Black Hills spruce,| red maple, red  | | maple, common lilac| Norway spruce, | pine, white ash  | | | white spruce |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 43B: | | | |  Antigo------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | white-cedar, silky | |  | | dogwood | |  | | | | 43C: | | | |  Antigo------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | white-cedar, silky | |  | | dogwood | |  | | | | 43D: | | | |  Antigo------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | white-cedar, silky | |  | | dogwood | |  | | | | 48A: | | | |  Brill-------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 63A: | | | |  Crystal Lake------------| --- |American |Black Hills spruce, |Eastern white pine,  | | cranberrybush, Amur| Norway spruce, | red maple, red  | | maple, common | white spruce | pine, white ash  | | lilac, gray | |  | | dogwood, northern | |  | | white-cedar | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | 63B: | | | |  Crystal Lake------------| --- |American |Black Hills spruce, |Eastern white pine,  | | cranberrybush, Amur| Norway spruce, | red maple, red  | | maple, common | white spruce | pine, white ash  | | lilac, gray | |  | | dogwood, northern | |  | | white-cedar | |  | | | | 63C: | | | |  Crystal Lake------------| --- |American |Black Hills spruce, |Eastern white pine,  | | cranberrybush, Amur| Norway spruce, | red maple, red  | | maple, common | white spruce | pine, white ash  | | lilac, gray | |  | | dogwood, northern | |  | | white-cedar | |  | | | | 63E: | | | |  Crystal Lake------------| --- |Amur maple, common |Black Hills spruce, |Eastern white pine,  | | lilac, gray | Norway spruce, | red maple, red  | | dogwood, northern | white spruce | pine, white ash  | | white-cedar | |  | | | | 64A. | | | |  Totagatic-Winterfield | | | |  | | | | 69B: | | | |  Keweenaw. | | | |  | | | |  Sayner------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | |  Vilas-------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 69C: | | | |  Keweenaw. | | | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 69C: | | | |  Sayner------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | |  Vilas-------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 69E: | | | |  Keweenaw. | | | |  | | | |  Sayner------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | |  Vilas-------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 74B: | | | |  Vilas-------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 74C: | | | |  Vilas-------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 74D: | | | |  Vilas-------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | 100B: | | | |  Menahga-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 100C: | | | |  Menahga-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 100D: | | | |  Menahga-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 127D: | | | |  Amery-------------------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Black Hills spruce,| red maple, red  | | maple, common lilac| Norway spruce, | pine, white ash  | | | white spruce |  | | | |  Rosholt-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 127E: | | | |  Amery-------------------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Black Hills spruce,| red maple, red  | | maple, common lilac| Norway spruce, | pine, white ash  | | | white spruce |  | | | |  Rosholt-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 156B: | | | |  Magnor, very stony. | | | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 156B: | | | |  Magnor------------------| --- |American |White spruce--------|Eastern white pine,  | | cranberrybush, | | red maple, red  | | common lilac, | | pine, silver maple | | nannyberry, | | white ash  | | northern white- | |  | | cedar, redosier | |  | | dogwood, silky | |  | | dogwood | |  | | | | 157B: | | | |  Freeon, very stony. | | | |  | | | |  Freeon------------------| --- |American |Black Hills spruce, |Eastern white pine,  | | cranberrybush, Amur| Norway spruce, | red maple, red  | | maple, common | white spruce | pine, white ash  | | lilac, northern | |  | | white-cedar | |  | | | | 157C: | | | |  Freeon, very stony. | | | |  | | | |  Freeon------------------| --- |American |Black Hills spruce, |Eastern white pine,  | | cranberrybush, Amur| Norway spruce, | red maple, red  | | maple, common | white spruce | pine, white ash  | | lilac, gray | |  | | dogwood, northern | |  | | white-cedar | |  | | | | 160A: | | | |  Oesterle----------------|Nannyberry, redosier|American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, | white spruce | red maple, red  | | common lilac, silky| | pine, silver maple | | dogwood | | white ash  | | | | 182B: | | | |  Padus-------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | white-cedar, silky | |  | | dogwood | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | 182C: | | | |  Padus-------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pine | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | white-cedar, silky | |  | | dogwood | |  | | | | 192A: | | | |  Worcester---------------| --- |American |White spruce--------|Eastern white pine,  | | cranberrybush, | | red maple, silver  | | common lilac, silky| | maple, white ash  | | dogwood, common | |  | | ninebark, | |  | | nannyberry, | |  | | northern white- | |  | | cedar, redosier | |  | | dogwood | |  | | | | 193A. | | | |  Minocqua | | | |  | | | | 215B: | | | |  Pence-------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pine | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | white-cedar, silky | |  | | dogwood | |  | | | | 215C: | | | |  Pence-------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pine | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | white-cedar, silky | |  | | dogwood | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 215D: | | | |  Pence-------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | white-cedar, silky | |  | | dogwood | |  | | | | 315A. | | | |  Rib | | | |  | | | | 337A: | | | |  Plover------------------| --- |American |White spruce--------|Eastern white pine,  | | cranberrybush, | | red maple, red  | | common lilac, | | pine, silver maple | | nannyberry, | | white ash  | | northern white- | |  | | cedar, redosier | |  | | dogwood, silky | |  | | dogwood | |  | | | | 368B: | | | |  Mahtomedi---------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | |  Cress-------------------|Siberian peashrub, |Manchurian |Russian olive, green|Siberian elm,  | common lilac | crabapple, Siberian| ash, jack pine, red| eastern white pine  | | crabapple, eastern | pine |  | | redcedar | |  | | | | 368C: | | | |  Mahtomedi---------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | |  Cress-------------------|Siberian peashrub, |Manchurian |Russian olive, green|Siberian elm,  | common lilac | crabapple, Siberian| ash, jack pine, red| eastern white pine  | | crabapple, eastern | pine |  | | redcedar | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | 368D: | | | |  Mahtomedi---------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | |  Cress-------------------|Siberian peashrub, |Manchurian |Russian olive, green|Siberian elm,  | common lilac | crabapple, Siberian| ash, jack pine, red| eastern white pine  | | crabapple, eastern | pine |  | | redcedar | |  | | | | 371A: | | | |  Croswell----------------|Siberian peashrub, |Amur maple, common |Eastern redcedar, |Eastern white pine  | manyflower | lilac | jack pine, red pine|  | cotoneaster | | |  | | | | 380B: | | | |  Cress-------------------|Siberian peashrub, |Manchurian |Russian olive, green|Siberian elm,  | common lilac | crabapple, Siberian| ash, jack pine, red| eastern white pine  | | crabapple, eastern | pine |  | | redcedar | |  | | | |  Rosholt-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 380C: | | | |  Cress-------------------|Siberian peashrub, |Manchurian |Russian olive, green|Siberian elm,  | common lilac | crabapple, Siberian| ash, jack pine, red| eastern white pine  | | crabapple, eastern | pine |  | | redcedar | |  | | | |  Rosholt-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 380D: | | | |  Cress-------------------|Siberian peashrub, |Manchurian |Russian olive, green|Siberian elm,  | common lilac | crabapple, Siberian| ash, jack pine, red| eastern white pine  | | crabapple, eastern | pine |  | | redcedar | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 380D: | | | |  Rosholt-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 383B: | | | |  Mahtomedi---------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 383C: | | | |  Mahtomedi---------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 383D: | | | |  Mahtomedi---------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 396B: | | | |  Friendship. | | | |  | | | |  Wurtsmith---------------|Siberian peashrub, |Amur maple, common |Eastern redcedar, |Eastern white pine  | manyflower | lilac | jack pine, red pine|  | cotoneaster | | |  | | | |  Grayling----------------|Peking cotoneaster, |Eastern redcedar----|Jack pine, red pine,| ---  | Siberian peashrub, | | eastern white pine |  | barberry, common | | |  | lilac, silver | | |  | buffaloberry, | | |  | smooth sumac, | | |  | staghorn sumac | | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | 397A: | | | |  Perchlake---------------|Nannyberry, redosier|American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, | white spruce | red maple, red  | | common lilac, silky| | pine, silver maple, | | dogwood | | white ash  | | | | 399B: | | | |  Grayling----------------|Peking cotoneaster, |Eastern redcedar----|Jack pine, red pine,| ---  | Siberian peashrub, | | eastern white pine |  | barberry, common | | |  | lilac, silver | | |  | buffaloberry, | | |  | smooth sumac, | | |  | staghorn sumac | | |  | | | | 399C: | | | |  Grayling----------------|Peking cotoneaster, |Eastern redcedar----|Jack pine, red pine,| ---  | Siberian peashrub, | | eastern white pine |  | barberry, common | | |  | lilac, silver | | |  | buffaloberry, | | |  | smooth sumac, | | |  | staghorn sumac | | |  | | | | 399D: | | | |  Grayling----------------|Peking cotoneaster, |Eastern redcedar----|Jack pine, red pine,| ---  | Siberian peashrub, | | eastern white pine |  | barberry, common | | |  | lilac, silver | | |  | buffaloberry, | | |  | smooth sumac, | | |  | staghorn sumac | | |  | | | | 405A. | | | |  Lupton, Cathro, and | | | |  Tawas | | | |  | | | | 406A. | | | |  Loxley | | | |  | | | | 407A. | | | |  Seelyeville and Markey | | | |  | | | | 410A. | | | |  Seelyeville and Cathro | | | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 412A. | | | |  Rifle and Tacoosh | | | |  | | | | 415A. | | | |  Greenwood | | | |  | | | | 439B: | | | |  Graycalm----------------|Siberian peashrub---|Amur maple, common |Eastern redcedar, |Eastern white pine  | | lilac | jack pine, red pine|  | | | |  Menahga-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 439C: | | | |  Graycalm----------------|Siberian peashrub---|Amur maple, common |Eastern redcedar, |Eastern white pine  | | lilac | jack pine, red pine|  | | | |  Menahga-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 439D: | | | |  Graycalm----------------|Siberian peashrub---|Amur maple, common |Eastern redcedar, |Eastern white pine  | | lilac | jack pine, red pine|  | | | |  Menahga-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 441C. | | | |  Freeon-Cathro | | | |  | | | | 442C: | | | |  Haugen------------------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Black Hills spruce,| red maple, red  | | maple, common lilac| Norway spruce, | pine, white ash  | | | white spruce |  | | | |  Greenwood. | | | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 443D: | | | |  Amery-------------------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine | | cranberrybush, Amur| Black Hills spruce,| red maple, red  | | maple, common lilac| Norway spruce, | pine, white ash  | | | white spruce |  | | | |  Greenwood. | | | |  | | | | 461A. | | | |  Bowstring | | | |  | | | | 484A. | | | |  Greenwood and Beseman | | | |  | | | | 495B: | | | |  Karlsborg---------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine | gray dogwood, | cranberrybush, Amur| Norway spruce, jack| red pine  | manyflower | maple, common lilac| pine |  | cotoneaster, silky | | |  | dogwood | | |  | | | |  Grettum-----------------|Siberian peashrub---|Amur maple, common |Eastern redcedar, |Eastern white pine  | | lilac | jack pine, red pine|  | | | |  Perida------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine | cotoneaster, gray | cranberrybush, Amur| Norway spruce | jack pine, red pin | dogwood, silky | maple, common lilac| |  | dogwood | | |  | | | | 495C: | | | |  Karlsborg---------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine | gray dogwood, | cranberrybush, Amur| Norway spruce, jack| red pine  | manyflower | maple, common lilac| pine |  | cotoneaster, silky | | |  | dogwood | | |  | | | |  Grettum-----------------|Siberian peashrub---|Amur maple, common |Eastern redcedar, |Eastern white pine  | | lilac | jack pine, red pine|  | | | |  Perida------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine | cotoneaster, gray | cranberrybush, Amur| Norway spruce | jack pine, red pin | dogwood, silky | maple, common lilac| |  | dogwood | | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 495D: | | | |  Karlsborg---------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce, jack| red pine  | manyflower | maple, common lilac| pine |  | cotoneaster, silky | | |  | dogwood | | |  | | | |  Grettum-----------------|Siberian peashrub---|Amur maple, common |Eastern redcedar, |Eastern white pine  | | lilac | jack pine, red pine|  | | | |  Perida------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | cotoneaster, gray | cranberrybush, Amur| Norway spruce | jack pine, red pin | dogwood, silky | maple, common lilac| |  | dogwood | | |  | | | | 497A: | | | |  Meenon------------------|Nannyberry, redosier|American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, | white spruce | red maple, red  | | common lilac, silky| | pine, silver maple | | dogwood | | white ash  | | | | 515A: | | | |  Manitowish--------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | white-cedar, silky | |  | | dogwood | |  | | | | 521A. | | | |  Dody | | | |  | | | | 524E: | | | |  Rock outcrop. | | | |  | | | |  Frogcreek. | | | |  | | | |  Metonga-----------------|Siberian peashrub, |American |Norway spruce-------|Eastern white pine,  | gray dogwood, | cranberrybush, Amur| | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | 542B: | | | |  Haugen, very stony------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Black Hills spruce,| red maple, red  | | maple, common lilac| Norway spruce, | pine, white ash  | | | white spruce |  | | | |  Haugen------------------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Black Hills spruce,| red maple, red  | | maple, common lilac| Norway spruce, | pine, white ash  | | | white spruce |  | | | | 542C: | | | |  Haugen, very stony------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Black Hills spruce,| red maple, red  | | maple, common lilac| Norway spruce, | pine, white ash  | | | white spruce |  | | | |  Haugen------------------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Black Hills spruce,| red maple, red  | | maple, common lilac| Norway spruce, | pine, white ash  | | | white spruce |  | | | | 543B, 543C2. | | | |  Anigon | | | |  | | | | 544F: | | | |  Menahga-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | |  Mahtomedi---------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 555A. | | | |  Fordum | | | |  | | | | 574B: | | | |  Sayner------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 574C: | | | |  Sayner------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 574E: | | | |  Sayner------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 579B. | | | |  Parkfalls | | | |  | | | | 600A. | | | |  Haplosaprists and | | | |  Psammaquents | | | |  | | | | 615B: | | | |  Cress-------------------|Siberian peashrub, |Manchurian |Russian olive, green|Siberian elm,  | common lilac | crabapple, Siberian| ash, jack pine, red| eastern white pine  | | crabapple, eastern | pine |  | | redcedar | |  | | | | 615C: | | | |  Cress-------------------|Siberian peashrub, |Manchurian |Russian olive, green|Siberian elm,  | common lilac | crabapple, Siberian| ash, jack pine, red| eastern white pine  | | crabapple, eastern | pine |  | | redcedar | |  | | | | 615D: | | | |  Cress-------------------|Siberian peashrub, |Manchurian |Russian olive, green|Siberian elm,  | common lilac | crabapple, Siberian| ash, jack pine, red| eastern white pine  | | crabapple, eastern | pine |  | | redcedar | |  | | | | 623A. | | | |  Capitola | | | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | 624A: | | | |  Ossmer------------------| --- |American |White spruce--------|Eastern white pine,  | | cranberrybush, | | red maple, red  | | common lilac, silky| | pine, silver maple, | | dogwood, | | white ash  | | nannyberry, | |  | | northern white- | |  | | cedar, redosier | |  | | dogwood | |  | | | | 632A: | | | |  Aftad-------------------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Black Hills spruce,| red maple, red  | | maple, common lilac| Norway spruce, | pine, white ash  | | | white spruce |  | | | | 632B: | | | |  Aftad-------------------| --- |American |Black Hills spruce, |Eastern white pine,  | | cranberrybush, Amur| Norway spruce, | red maple, red  | | maple, common | white spruce | pine, white ash  | | lilac, gray | |  | | dogwood, northern | |  | | white-cedar | |  | | | | 632C: | | | |  Aftad-------------------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Black Hills spruce,| red maple, red  | | maple, common lilac| Norway spruce, | pine, white ash  | | | white spruce |  | | | | 633F: | | | |  Pence-------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pine | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | white-cedar, silky | |  | | dogwood | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 633F: | | | |  Padus-------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | white-cedar, silky | |  | | dogwood | |  | | | | 648B: | | | |  Sconsin-----------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | white-cedar, silky | |  | | dogwood | |  | | | | 670C: | | | |  Keweenaw. | | | |  | | | |  Pence-------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | white-cedar, silky | |  | | dogwood | |  | | | | 670E: | | | |  Keweenaw. | | | |  | | | |  Pence-------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | white-cedar, silky | |  | | dogwood | |  | | | | 671B. | | | |  Spoonerhill, stony- | | | |  Spoonerhill | | | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | 680B: | | | |  Stanberry, stony. | | | |  | | | |  Pence, stony------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pine | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | white-cedar, silky | |  | | dogwood | |  | | | | 683A: | | | |  Tipler------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pine | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | white-cedar, silky | |  | | dogwood | |  | | | | 706A. | | | |  Winterfield-Totagatic | | | |  | | | | 724A. | | | |  Rib-Rock outcrop | | | |  | | | | 726B: | | | |  Sissabagama-------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 733A. | | | |  Wozny | | | |  | | | | 771A: | | | |  Lenroot-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 827A: | | | |  Scoba-------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster | | |  | | | | 853C: | | | |  Frogcreek---------------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Black Hills spruce,| red maple, red  | | maple, common lilac| Norway spruce, | pine, white ash  | | | white spruce |  | | | |  Stinnett----------------|Nannyberry, redosier|American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, | white spruce | red maple, red  | | common lilac, silky| | pine, silver maple | | dogwood | | white ash  | | | |  Wozny. | | | |  | | | | 856B: | | | |  Stinnett----------------|Nannyberry, redosier|American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, | white spruce | red maple, red  | | common lilac, silky| | pine, silver maple | | dogwood | | white ash  | | | | 857B: | | | |  Frogcreek---------------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Black Hills spruce,| red maple, red  | | maple, common lilac| Norway spruce, | pine, white ash  | | | white spruce |  | | | | 857C: | | | |  Frogcreek---------------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Black Hills spruce,| red maple, red  | | maple, common lilac| Norway spruce, | pine, white ash  | | | white spruce |  | | | | 873B, 873C, 873D. | | | |  Stanberry | | | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | 905A: | | | |  Cublake-----------------|Peking cotoneaster, |Eastern redcedar----|Austrian pine, jack |Manchurian crabapple | Siberian peashrub, | | pine, red pine, |  | buffaloberry, | | eastern white pine |  | common lilac, | | |  | smooth sumac, | | |  | staghorn sumac | | |  | | | | 926A: | | | |  Flink-------------------|Sargent crabapple, |American |Eastern arborvitae, |Manchurian  | silky dogwood | cranberrybush, | white spruce | crabapple, red  | | common lilac, | | pine, eastern white | | nannyberry | | pine, green ash  | | | | 943D. | | | |  Stanberry-Greenwood | | | |  | | | | 948A: | | | |  Billyboy----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 970C: | | | |  Keweenaw. | | | |  | | | |  Pence-------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | |  Greenwood. | | | |  | | | | 970E: | | | |  Keweenaw. | | | |  | | | |  Pence-------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | |  Greenwood. | | | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 1070C: | | | |  Fremstadt---------------|Peking cotoneaster, |Common lilac, Amur |Manchurian |Eastern white pine,  | Siberian peashrub | maple, eastern | crabapple, white | jack pine, red pin | | arborvitae | spruce, Norway |  | | | spruce |  | | | |  Cress-------------------|Siberian peashrub, |Manchurian |Russian olive, green|Siberian elm,  | common lilac | crabapple, Siberian| ash, jack pine, red| eastern white pine  | | crabapple, eastern | pine |  | | redcedar | |  | | | | 1070D: | | | |  Fremstadt---------------|Peking cotoneaster, |Common lilac, Amur |Manchurian |Eastern white pine,  | Siberian peashrub | maple, eastern | crabapple, white | jack pine, red pin | | arborvitae | spruce, Norway |  | | | spruce |  | | | |  Cress-------------------|Siberian peashrub, |Manchurian |Russian olive, green|Siberian elm,  | common lilac | crabapple, Siberian| ash, jack pine, red| eastern white pine  | | crabapple, eastern | pine |  | | redcedar | |  | | | | 1080B: | | | |  Spoonerhill. | | | |  | | | |  Spoonerhill, stony. | | | |  | | | |  Cress-------------------|Siberian peashrub, |Manchurian |Russian olive, green|Siberian elm,  | common lilac | crabapple, Siberian| ash, jack pine, red| eastern white pine  | | crabapple, eastern | pine |  | | redcedar | |  | | | | 1653C. | | | |  Stanberry-Parkfalls- | | | |  Wozny | | | |  | | | | 2015. | | | |  Pits | | | |  | | | | 2050. | | | |  Landfill | | | |  | | | | 3011A. | | | |  Barronett | | | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 3125A: | | | |  Meehan------------------|Nannyberry, redosier|American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, | white spruce | red maple, red  | | common lilac, silky| | pine, silver maple | | dogwood | | white ash  | | | | 3126A: | | | |  Wurtsmith---------------|Siberian peashrub, |Amur maple, common |Eastern redcedar, |Eastern white pine  | manyflower | lilac | jack pine, red pine|  | cotoneaster | | |  | | | | 3276A: | | | |  Au Gres-----------------|Common ninebark-----|American |Amur maple, white |Manchurian  | | cranberrybush, | spruce | crabapple, Norway  | | nannyberry | | spruce, jack pine,  | | | | eastern white pine | | | | green ash  | | | | 3312B: | | | |  Glendenning, very stony |Redosier dogwood, |American |Eastern arborvitae, |Norway spruce,  | silky dogwood | cranberrybush, | white spruce | eastern white pine | | common lilac | | green ash, red  | | | | pine, silver maple | | | | white ash  | | | |  Glendenning-------------|Redosier dogwood, |American |Eastern arborvitae, |Norway spruce,  | silky dogwood | cranberrybush, | white spruce | eastern white pine | | common lilac | | green ash, red  | | | | pine, silver maple | | | | white ash  | | | | 3336A. | | | |  Fenander | | | |  | | | | 3403A. | | | |  Loxley, Beseman, and | | | |  Dawson | | | |  | | | | 3424C: | | | |  Frogcreek---------------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Black Hills spruce,| red maple, red  | | maple, common lilac| Norway spruce, | pine, white ash  | | | white spruce |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 3424C: | | | |  Magroc------------------|Nannyberry, redosier|American |Eastern arborvitae, |Eastern white pine,  | dogwood, silky | cranberrybush, | white spruce | red maple, red  | dogwood | common lilac | | pine, silver maple | | | | white ash  | | | |  Stinnett----------------|Nannyberry, redosier|American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, | white spruce | red maple, red  | | common lilac, silky| | pine, silver maple | | dogwood | | white ash  | | | |  Rock outcrop. | | | |  | | | | 3446A. | | | |  Newson | | | |  | | | | 3448B: | | | |  Grettum-----------------|Peking cotoneaster, |Eastern redcedar----|Jack pine, red pine,| ---  | Siberian peashrub, | | eastern white pine |  | buffaloberry, | | |  | common lilac, | | |  | silver | | |  | buffaloberry, | | |  | smooth sumac, | | |  | staghorn sumac | | |  | | | | 3448C: | | | |  Grettum-----------------|Peking cotoneaster, |Eastern redcedar----|Jack pine, red pine,| ---  | Siberian peashrub, | | eastern white pine |  | buffaloberry, | | |  | common lilac, | | |  | silver | | |  | buffaloberry, | | |  | smooth sumac, | | |  | staghorn sumac | | |  | | | | 3516A: | | | |  Slimlake----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 3629B: | | | |  Perida------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | cotoneaster, gray | cranberrybush, Amur| Norway spruce | jack pine, red pin | dogwood, silky | maple, common lilac| |  | dogwood | | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | M-W. | | | |  Miscellaneous water | | | |  | | | | W. | | | |  Water | | | |  | | | | _____________________________________________________________________________________________________________
240 Soil Survey of

Table 10.--Conservation Tree/Shrub Suitability Groups

(Absence of an entry indicates that a conservation tree/shrub

 suitability group is not assigned)

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | suitability group _________________________________________________________________

 |

3A: |

 Totagatic-------------| 10

 |

 Bowstring-------------| 10

 |

 Ausable---------------| 10

 |

22A: |

 Comstock--------------| 10

 |

24A: |

 Poskin----------------| 10

 |

27A: |

 Scott Lake------------| 6GA

 |

28B: |

 Haugen, very stony----| 2A

 |

 Haugen----------------| 2A

 |

 Rosholt, very stony---| 6GA

 |

 Rosholt---------------| 6GA

 |

28C: |

 Haugen, very stony----| 2A

 |

 Haugen----------------| 2A

 |

 Rosholt, very stony---| 6GA

 |

 Rosholt---------------| 6GA

 |

33B: |

 Chetek----------------| 6GA

 |

33C: |

 Chetek----------------| 6GA

 |

38A: |

 Rosholt---------------| 6GA

 |

38B: |

 Rosholt---------------| 6GA

 |

38C: |

 Rosholt---------------| 6GA

 |

38D: |

 Rosholt---------------| 6GA

 |

42D: |

 Amery-----------------| 4A

 |

43B: |

 Antigo----------------| 6GA

 |

43C: |

 Antigo----------------| 6GA

 |
Washburn County, Wisconsin 241

Table 10.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | suitability group _________________________________________________________________

 |

43D: |

 Antigo----------------| 6GA

 |

48A: |

 Brill-----------------| 2A

 |

63A: |

 Crystal Lake----------| 2A

 |

63B: |

 Crystal Lake----------| 2A

 |

63C: |

 Crystal Lake----------| 2A

 |

63E: |

 Crystal Lake----------| 2A

 |

64A: |

 Totagatic-------------| 10

 |

 Winterfield-----------| 10

 |

69B: |

 Keweenaw--------------| 4A

 |

 Sayner----------------| 7A

 |

 Vilas-----------------| 7A

 |

69C: |

 Keweenaw--------------| 4A

 |

 Sayner----------------| 7A

 |

 Vilas-----------------| 7A

 |

69E: |

 Keweenaw--------------| 4A

 |

 Sayner----------------| 7A

 |

 Vilas-----------------| 7A

 |

74B: |

 Vilas-----------------| 7A

 |

74C: |

 Vilas-----------------| 7A

 |

74D: |

 Vilas-----------------| 7A

 |

100B: |

 Menahga---------------| 7A

 |

100C: |

 Menahga---------------| 7A

 |

100D: |

 Menahga---------------| 7A

 |
242 Soil Survey of

Table 10.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | suitability group _________________________________________________________________

 |

127D: |

 Amery-----------------| 4A

 |

 Rosholt---------------| 6GA

 |

127E: |

 Amery-----------------| 4A

 |

 Rosholt---------------| 6GA

 |

156B: |

 Magnor, very stony----| 10

 |

 Magnor----------------| 10

 |

157B: |

 Freeon, very stony----| 2A

 |

 Freeon----------------| 2A

 |

157C: |

 Freeon, very stony----| 2A

 |

 Freeon----------------| 2A

 |

160A: |

 Oesterle--------------| 10

 |

182B: |

 Padus-----------------| 6GA

 |

182C: |

 Padus-----------------| 6GA

 |

192A: |

 Worcester-------------| 10

 |

193A: |

 Minocqua--------------| 10

 |

215B: |

 Pence-----------------| 6GA

 |

215C: |

 Pence-----------------| 6GA

 |

215D: |

 Pence-----------------| 6GA

 |

315A: |

 Rib-------------------| 10

 |

337A: |

 Plover----------------| 10

 |

368B: |

 Mahtomedi-------------| 7A

 |

 Cress-----------------| 6GA

 |

368C: |

 Mahtomedi-------------| 7A

 |

 Cress-----------------| 6GA

 |
Washburn County, Wisconsin 243

Table 10.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | suitability group _________________________________________________________________

 |

368D: |

 Mahtomedi-------------| 7A

 |

 Cress-----------------| 6GA

 |

371A: |

 Croswell--------------| 10

 |

380B: |

 Cress-----------------| 6GA

 |

 Rosholt---------------| 6GA

 |

380C: |

 Cress-----------------| 6GA

 |

 Rosholt---------------| 6GA

 |

380D: |

 Cress-----------------| 6GA

 |

 Rosholt---------------| 6GA

 |

383B: |

 Mahtomedi-------------| 7A

 |

383C: |

 Mahtomedi-------------| 7A

 |

383D: |

 Mahtomedi-------------| 7A

 |

396B: |

 Friendship------------| 1A

 |

 Wurtsmith-------------| 2A

 |

 Grayling--------------| 7A

 |

397A: |

 Perchlake-------------| 10

 |

399B: |

 Grayling--------------| 7A

 |

399C: |

 Grayling--------------| 7A

 |

399D: |

 Grayling--------------| 7A

 |

405A: |

 Lupton----------------| 10

 |

 Cathro----------------| 10

 |

 Tawas-----------------| 10

 |

406A: |

 Loxley----------------| 10

 |
244 Soil Survey of

Table 10.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | suitability group _________________________________________________________________

 |

407A: |

 Seelyeville-----------| 10

 |

 Markey----------------| 10

 |

410A: |

 Seelyeville-----------| 10

 |

 Cathro----------------| 10

 |

412A: |

 Rifle-----------------| 10

 |

 Tacoosh---------------| 10

 |

415A: |

 Greenwood-------------| 10

 |

439B: |

 Graycalm--------------| 7A

 |

 Menahga---------------| 7A

 |

439C: |

 Graycalm--------------| 7A

 |

 Menahga---------------| 7A

 |

439D: |

 Graycalm--------------| 7A

 |

 Menahga---------------| 7A

 |

441C: |

 Freeon----------------| 2A

 |

 Cathro----------------| 10

 |

442C: |

 Haugen----------------| 2A

 |

 Greenwood-------------| 10

 |

443D: |

 Amery-----------------| 4A

 |

 Greenwood-------------| 10

 |

461A: |

 Bowstring-------------| 10

 |

484A: |

 Greenwood-------------| 10

 |

 Beseman---------------| 10

 |

495B: |

 Karlsborg-------------| 2A

 |

 Grettum---------------| 1A

 |

 Perida----------------| 1A

 |
Washburn County, Wisconsin 245

Table 10.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | suitability group _________________________________________________________________

 |

495C: |

 Karlsborg-------------| 2A

 |

 Grettum---------------| 1A

 |

 Perida----------------| 1A

 |

495D: |

 Karlsborg-------------| 2A

 |

 Grettum---------------| 1A

 |

 Perida----------------| 1A

 |

497A: |

 Meenon----------------| 10

 |

515A: |

 Manitowish------------| 2A

 |

521A: |

 Dody------------------| 10

 |

524E: |

 Rock outcrop. |

 |

 Frogcreek-------------| 2A

 |

 Metonga---------------| 4A

 |

542B: |

 Haugen, very stony----| 2A

 |

 Haugen----------------| 2A

 |

542C: |

 Haugen, very stony----| 2A

 |

 Haugen----------------| 2A

 |

543B: |

 Anigon----------------| 6GA

 |

543C2: |

 Anigon----------------| 6GA

 |

544F: |

 Menahga---------------| 7A

 |

 Mahtomedi-------------| 7A

 |

555A: |

 Fordum----------------| 10

 |

574B: |

 Sayner----------------| 7A

 |

574C: |

 Sayner----------------| 7A

 |

574E: |

 Sayner----------------| 7A

 |
246 Soil Survey of

Table 10.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | suitability group _________________________________________________________________

 |

579B: |

 Parkfalls-------------| 10

 |

600A: |

 Haplosaprists---------| 10

 |

 Psammaquents----------| 10

 |

615B: |

 Cress-----------------| 6GA

 |

615C: |

 Cress-----------------| 6GA

 |

615D: |

 Cress-----------------| 6GA

 |

623A: |

 Capitola--------------| 10

 |

624A: |

 Ossmer----------------| 10

 |

632A: |

 Aftad-----------------| 2A

 |

632B: |

 Aftad-----------------| 2A

 |

632C: |

 Aftad-----------------| 2A

 |

633F: |

 Pence-----------------| 6GA

 |

 Padus-----------------| 6GA

 |

648B: |

 Sconsin---------------| 2A

 |

670C: |

 Keweenaw--------------| 4A

 |

 Pence-----------------| 6GA

 |

670E: |

 Keweenaw--------------| 4A

 |

 Pence-----------------| 6GA

 |

671B: |

 Spoonerhill, stony----| 2A

 |

 Spoonerhill-----------| 2A

 |

680B: |

 Stanberry, stony------| 2A

 |

 Pence, stony----------| 6GA

 |

683A: |

 Tipler----------------| 2A

 |
Washburn County, Wisconsin 247

Table 10.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | suitability group _________________________________________________________________

 |

706A: |

 Winterfield-----------| 10

 |

 Totagatic-------------| 10

 |

724A: |

 Rib-------------------| 10

 |

 Rock outcrop. |

 |

726B: |

 Sissabagama-----------| 2A

 |

733A: |

 Wozny-----------------| 10

 |

771A: |

 Lenroot---------------| 2A

 |

827A: |

 Scoba-----------------| 2A

 |

853C: |

 Frogcreek-------------| 2A

 |

 Stinnett--------------| 10

 |

 Wozny-----------------| 10

 |

856B: |

 Stinnett--------------| 10

 |

857B: |

 Frogcreek-------------| 2A

 |

857C: |

 Frogcreek-------------| 2A

 |

873B: |

 Stanberry-------------| 2A

 |

873C: |

 Stanberry-------------| 2A

 |

873D: |

 Stanberry-------------| 2A

 |

905A: |

 Cublake---------------| 2A

 |

926A: |

 Flink-----------------| 10

 |

943D: |

 Stanberry-------------| 2A

 |

 Greenwood-------------| 10

 |

948A: |

 Billyboy--------------| 2A

 |
248 Soil Survey of

Table 10.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | suitability group _________________________________________________________________

 |

970C: |

 Keweenaw--------------| 4A

 |

 Pence-----------------| 6GA

 |

 Greenwood-------------| 10

 |

970E: |

 Keweenaw--------------| 4A

 |

 Pence-----------------| 6GA

 |

 Greenwood-------------| 10

 |

1070C: |

 Fremstadt-------------| 4A

 |

 Cress-----------------| 6GA

 |

1070D: |

 Fremstadt-------------| 4A

 |

 Cress-----------------| 6GA

 |

1080B: |

 Spoonerhill-----------| 2A

 |

 Spoonerhill, stony----| 2A

 |

 Cress-----------------| 6GA

 |

1653C: |

 Stanberry-------------| 2A

 |

 Parkfalls-------------| 10

 |

 Wozny-----------------| 10

 |

2015. |

 Pits |

 |

2050. |

 Landfill |

 |

3011A: |

 Barronett-------------| 10

 |

3125A: |

 Meehan----------------| 10

 |

3126A: |

 Wurtsmith-------------| 2A

 |

3276A: |

 Au Gres---------------| 10

 |

3312B: |

 Glendenning, very |

 stony----------------| 10

 |

 Glendenning-----------| 10

 |
Washburn County, Wisconsin 249

Table 10.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | suitability group _________________________________________________________________

 |

3336A: |

 Fenander--------------| 10

 |

3403A: |

 Loxley----------------| 10

 |

 Beseman---------------| 10

 |

 Dawson----------------| 10

 |

3424C: |

 Frogcreek-------------| 2A

 |

 Magroc----------------| 10

 |

 Stinnett--------------| 10

 |

 Rock outcrop. |

 |

3446A: |

 Newson----------------| 10

 |

3448B: |

 Grettum---------------| 1A

 |

3448C: |

 Grettum---------------| 1A

 |

3516A: |

 Slimlake--------------| 6GA

 |

3629B: |

 Perida----------------| 2A

 |

M-W. |

 Miscellaneous water |

 |

W. |

 Water |

 | _________________________________________________________________
250 Soil Survey of

Table 11.--Forest Land Harvest Equipment Considerations

(See text for a description of the considerations listed in this table)

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

3A: |

 Totagatic--------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 | Poor traction (loose sandy material)

 |

 Bowstring--------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

 Ausable----------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 | Poor traction (loose sandy material)

 |

22A: |

 Comstock---------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

24A: |

 Poskin-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

27A: |

 Scott Lake-------------------| No major considerations

 |

28B: |

 Haugen, very stony-----------| Wetness

 |

 Haugen-----------------------| Wetness

 |

 Rosholt, very stony----------| No major considerations

 |

 Rosholt----------------------| No major considerations

 |

28C: |

 Haugen, very stony-----------| Wetness

 |

 Haugen-----------------------| Wetness

 |

 Rosholt, very stony----------| No major considerations

 |

 Rosholt----------------------| No major considerations

 |

33B: |

 Chetek-----------------------| Susceptible to rutting and wheel slippage

 |

33C: |

 Chetek-----------------------| Susceptible to rutting and wheel slippage

 |

38A: |

 Rosholt----------------------| No major considerations

 |

38B: |

 Rosholt----------------------| No major considerations

 |

38C: |

 Rosholt----------------------| No major considerations

 |

38D: |

 Rosholt----------------------| Slope

 |
Washburn County, Wisconsin 251

Table 11.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

42D: |

 Amery------------------------| Slope

 |

43B: |

 Antigo-----------------------| No major considerations

 |

43C: |

 Antigo-----------------------| No major considerations

 |

43D: |

 Antigo-----------------------| Slope

 |

48A: |

 Brill------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

63A: |

 Crystal Lake-----------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

63B: |

 Crystal Lake-----------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

63C: |

 Crystal Lake-----------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

63E: |

 Crystal Lake-----------------| Slope

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

64A: |

 Totagatic--------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 | Poor traction (loose sandy material)

 |

 Winterfield------------------| Flooding

 | Wetness

 | Poor traction (loose sandy material)

 |

69B: |

 Keweenaw---------------------| Poor traction (loose sandy material)

 |

 Sayner-----------------------| Poor traction (loose sandy material)

 |

 Vilas------------------------| Poor traction (loose sandy material)

 |

69C: |

 Keweenaw---------------------| Poor traction (loose sandy material)

 |

 Sayner-----------------------| Poor traction (loose sandy material)

 |

 Vilas------------------------| Poor traction (loose sandy material)

 |

69E: |

 Keweenaw---------------------| Slope

 | Poor traction (loose sandy material)

 |

 Sayner-----------------------| Slope

 | Poor traction (loose sandy material)

 |
252 Soil Survey of

Table 11.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

69E: |

 Vilas------------------------| Slope

 | Poor traction (loose sandy material)

 |

74B: |

 Vilas------------------------| Poor traction (loose sandy material)

 |

74C: |

 Vilas------------------------| Poor traction (loose sandy material)

 |

74D: |

 Vilas------------------------| Slope

 | Poor traction (loose sandy material)

 |

100B: |

 Menahga----------------------| Poor traction (loose sandy material)

 |

100C: |

 Menahga----------------------| Poor traction (loose sandy material)

 |

100D: |

 Menahga----------------------| Slope

 | Poor traction (loose sandy material)

 |

127D: |

 Amery------------------------| Slope

 |

 Rosholt----------------------| Slope

 |

127E: |

 Amery------------------------| Slope

 |

 Rosholt----------------------| Slope

 |

156B: |

 Magnor, very stony-----------| Wetness

 |

 Magnor-----------------------| Wetness

 |

157B: |

 Freeon, very stony-----------| Wetness

 |

 Freeon-----------------------| Wetness

 |

157C: |

 Freeon, very stony-----------| Wetness

 |

 Freeon-----------------------| Wetness

 |

160A: |

 Oesterle---------------------| Wetness

 |

182B: |

 Padus------------------------| No major considerations

 |

182C: |

 Padus------------------------| No major considerations

 |

192A: |

 Worcester--------------------| Wetness

 |

193A: |

 Minocqua---------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |
Washburn County, Wisconsin 253

Table 11.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

215B: |

 Pence------------------------| No major considerations

 |

215C: |

 Pence------------------------| No major considerations

 |

215D: |

 Pence------------------------| Slope

 |

315A: |

 Rib--------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

337A: |

 Plover-----------------------| Wetness

 |

368B: |

 Mahtomedi--------------------| Poor traction (loose sandy material)

 |

 Cress------------------------| No major considerations

 |

368C: |

 Mahtomedi--------------------| Poor traction (loose sandy material)

 |

 Cress------------------------| No major considerations

 |

368D: |

 Mahtomedi--------------------| Slope

 | Poor traction (loose sandy material)

 |

 Cress------------------------| Slope

 |

371A: |

 Croswell---------------------| Poor traction (loose sandy material)

 |

380B: |

 Cress------------------------| No major considerations

 |

 Rosholt----------------------| No major considerations

 |

380C: |

 Cress------------------------| No major considerations

 |

 Rosholt----------------------| No major considerations

 |

380D: |

 Cress------------------------| Slope

 |

 Rosholt----------------------| Slope

 |

383B: |

 Mahtomedi--------------------| Poor traction (loose sandy material)

 |

383C: |

 Mahtomedi--------------------| Poor traction (loose sandy material)

 |

383D: |

 Mahtomedi--------------------| Slope

 | Poor traction (loose sandy material)

 |

396B: |

 Friendship-------------------| Poor traction (loose sandy material)

 |

 Wurtsmith--------------------| Poor traction (loose sandy material)

 |
254 Soil Survey of

Table 11.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

396B: |

 Grayling---------------------| Poor traction (loose sandy material)

 |

397A: |

 Perchlake--------------------| Wetness

 | Poor traction (loose sandy material)

 |

399B: |

 Grayling---------------------| Poor traction (loose sandy material)

 |

399C: |

 Grayling---------------------| Poor traction (loose sandy material)

 |

399D: |

 Grayling---------------------| Slope

 | Poor traction (loose sandy material)

 |

405A: |

 Lupton-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Cathro-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Tawas------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

406A: |

 Loxley-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

407A: |

 Seelyeville------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Markey-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

410A: |

 Seelyeville------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Cathro-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

412A: |

 Rifle------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Tacoosh----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

415A: |

 Greenwood--------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

439B: |

 Graycalm---------------------| Poor traction (loose sandy material)

 |

 Menahga----------------------| Poor traction (loose sandy material)

 |

439C: |

 Graycalm---------------------| Poor traction (loose sandy material)

 |

 Menahga----------------------| Poor traction (loose sandy material)

 |
Washburn County, Wisconsin 255

Table 11.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

439D: |

 Graycalm---------------------| Slope

 | Poor traction (loose sandy material)

 |

 Menahga----------------------| Slope

 | Poor traction (loose sandy material)

 |

441C: |

 Freeon-----------------------| Wetness

 |

 Cathro-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

442C: |

 Haugen-----------------------| Wetness

 |

 Greenwood--------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

443D: |

 Amery------------------------| Slope

 |

 Greenwood--------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

461A: |

 Bowstring--------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

484A: |

 Greenwood--------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Beseman----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

495B: |

 Karlsborg--------------------| Wetness

 | Poor traction (loose sandy material)

 |

 Grettum----------------------| Poor traction (loose sandy material)

 |

 Perida-----------------------| Wetness

 | Poor traction (loose sandy material)

 |

495C: |

 Karlsborg--------------------| Wetness

 | Poor traction (loose sandy material)

 |

 Grettum----------------------| Poor traction (loose sandy material)

 |

 Perida-----------------------| Wetness

 | Poor traction (loose sandy material)

 |

495D: |

 Karlsborg--------------------| Slope

 | Wetness

 | Poor traction (loose sandy material)

 |

 Grettum----------------------| Slope

 | Poor traction (loose sandy material)

 |
256 Soil Survey of

Table 11.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

495D: |

 Perida-----------------------| Slope

 | Wetness

 | Poor traction (loose sandy material)

 |

497A: |

 Meenon-----------------------| Wetness

 | Poor traction (loose sandy material)

 |

515A: |

 Manitowish-------------------| No major considerations

 |

521A: |

 Dody-------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 | Poor traction (loose sandy material)

 |

524E: |

 Rock outcrop. |

 |

 Frogcreek--------------------| Wetness

 | Areas of rock outcrop

 |

 Metonga----------------------| Slope

 | Areas of rock outcrop

 |

542B: |

 Haugen, very stony-----------| Wetness

 |

 Haugen-----------------------| Wetness

 |

542C: |

 Haugen, very stony-----------| Wetness

 |

 Haugen-----------------------| Wetness

 |

543B: |

 Anigon-----------------------| Susceptible to rutting and wheel slippage

 |

543C2: |

 Anigon-----------------------| Susceptible to rutting and wheel slippage

 |

544F: |

 Menahga----------------------| Slope

 | Poor traction (loose sandy material)

 |

 Mahtomedi--------------------| Slope

 | Poor traction (loose sandy material)

 |

555A: |

 Fordum-----------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

574B: |

 Sayner-----------------------| Poor traction (loose sandy material)

 |

574C: |

 Sayner-----------------------| Poor traction (loose sandy material)

 |

574E: |

 Sayner-----------------------| Slope

 | Poor traction (loose sandy material)

 |
Washburn County, Wisconsin 257

Table 11.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

579B: |

 Parkfalls--------------------| Wetness

 |

600A: |

 Haplosaprists----------------| Onsite investigation required

 |

 Psammaquents-----------------| Onsite investigation required

 |

615B: |

 Cress------------------------| No major considerations

 |

615C: |

 Cress------------------------| No major considerations

 |

615D: |

 Cress------------------------| Slope

 |

623A: |

 Capitola---------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

624A: |

 Ossmer-----------------------| Wetness

 |

632A: |

 Aftad------------------------| Wetness

 |

632B: |

 Aftad------------------------| Wetness

 |

632C: |

 Aftad------------------------| Wetness

 |

633F: |

 Pence------------------------| Slope

 |

 Padus------------------------| Slope

 |

648B: |

 Sconsin----------------------| Wetness

 |

670C: |

 Keweenaw---------------------| No major considerations

 |

 Pence------------------------| No major considerations

 |

670E: |

 Keweenaw---------------------| Slope

 |

 Pence------------------------| Slope

 |

671B: |

 Spoonerhill, stony-----------| Wetness

 |

 Spoonerhill------------------| Wetness

 |

680B: |

 Stanberry, stony-------------| Wetness

 |

 Pence, stony-----------------| No major considerations

 |

683A: |

 Tipler-----------------------| No major considerations

 |
258 Soil Survey of

Table 11.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

706A: |

 Winterfield------------------| Flooding

 | Wetness

 | Poor traction (loose sandy material)

 |

 Totagatic--------------------| Flooding

 | Wetness

 | Poor traction (loose sandy material)

 |

724A: |

 Rib--------------------------| Wetness

 | Areas of rock outcrop

 | Susceptible to rutting and wheel slippage

 |

 Rock outcrop. |

 |

726B: |

 Sissabagama------------------| Wetness

 | Poor traction (loose sandy material)

 |

733A: |

 Wozny------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

771A: |

 Lenroot----------------------| Poor traction (loose sandy material)

 |

827A: |

 Scoba------------------------| No major considerations

 |

853C: |

 Frogcreek--------------------| Wetness

 |

 Stinnett---------------------| Wetness

 |

 Wozny------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

856B: |

 Stinnett---------------------| Wetness

 |

857B: |

 Frogcreek--------------------| Wetness

 |

857C: |

 Frogcreek--------------------| Wetness

 |

873B: |

 Stanberry--------------------| Wetness

 |

873C: |

 Stanberry--------------------| Wetness

 |

873D: |

 Stanberry--------------------| Slope

 | Wetness

 |

905A: |

 Cublake----------------------| Wetness

 | Poor traction (loose sandy material)

 |

926A: |

 Flink------------------------| Wetness

 | Poor traction (loose sandy material)

 |
Washburn County, Wisconsin 259

Table 11.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

943D: |

 Stanberry--------------------| Slope

 | Wetness

 |

 Greenwood--------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

948A: |

 Billyboy---------------------| No major considerations

 |

970C: |

 Keweenaw---------------------| No major considerations

 |

 Pence------------------------| No major considerations

 |

 Greenwood--------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

970E: |

 Keweenaw---------------------| Slope

 |

 Pence------------------------| Slope

 |

 Greenwood--------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

1070C: |

 Fremstadt--------------------| Poor traction (loose sandy material)

 |

 Cress------------------------| No major considerations

 |

1070D: |

 Fremstadt--------------------| Slope

 | Poor traction (loose sandy material)

 |

 Cress------------------------| Slope

 |

1080B: |

 Spoonerhill------------------| Wetness

 |

 Spoonerhill, stony-----------| Wetness

 |

 Cress------------------------| No major considerations

 |

1653C: |

 Stanberry--------------------| Wetness

 |

 Parkfalls--------------------| Wetness

 |

 Wozny------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

2015. |

 Pits |

 |

2050. |

 Landfill |

 |

3011A: |

 Barronett--------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

3125A: |

 Meehan-----------------------| Wetness

 | Poor traction (loose sandy material)

 |
260 Soil Survey of

Table 11.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

3126A: |

 Wurtsmith--------------------| Poor traction (loose sandy material)

 |

3276A: |

 Au Gres----------------------| Wetness

 | Poor traction (loose sandy material)

 |

3312B: |

 Glendenning, very stony------| Wetness

 |

 Glendenning------------------| Wetness

 |

3336A: |

 Fenander---------------------| Wetness

 |

3403A: |

 Loxley-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Beseman----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Dawson-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

3424C: |

 Frogcreek--------------------| Wetness

 |

 Magroc-----------------------| Wetness

 |

 Stinnett---------------------| Wetness

 |

 Rock outcrop. |

 |

3446A: |

 Newson-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 | Poor traction (loose sandy material)

 |

3448B: |

 Grettum----------------------| Poor traction (loose sandy material)

 |

3448C: |

 Grettum----------------------| Poor traction (loose sandy material)

 |

3516A: |

 Slimlake---------------------| No major considerations

 |

3629B: |

 Perida-----------------------| Wetness

 | Poor traction (loose sandy material)

 |

M-W. |

 Miscellaneous water |

 |

W. |

 Water |

 | __________________________________________________________________________
Washburn County, Wisconsin 261

Table 12.--Forest Haul Road Considerations

(See text for a description of the considerations listed in this table)

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

3A: |

 Totagatic--------------------| Flooding

 | Wetness

 | Low bearing strength

 |

 Bowstring--------------------| Flooding

 | Wetness

 | Low bearing strength

 |

 Ausable----------------------| Flooding

 | Wetness

 | Low bearing strength

 |

22A: |

 Comstock---------------------| Wetness

 | Low bearing strength

 |

24A: |

 Poskin-----------------------| Wetness

 | Low bearing strength

 |

27A: |

 Scott Lake-------------------| No major considerations

 |

28B: |

 Haugen, very stony-----------| Wetness

 |

 Haugen-----------------------| Wetness

 |

 Rosholt, very stony----------| No major considerations

 |

 Rosholt----------------------| No major considerations

 |

28C: |

 Haugen, very stony-----------| Slope

 | Wetness

 |

 Haugen-----------------------| Slope

 | Wetness

 |

 Rosholt, very stony----------| Slope

 |

 Rosholt----------------------| Slope

 |

33B: |

 Chetek-----------------------| No major considerations

 |

33C: |

 Chetek-----------------------| Slope

 |

38A: |

 Rosholt----------------------| No major considerations

 |

38B: |

 Rosholt----------------------| No major considerations

 |

38C: |

 Rosholt----------------------| Slope

 |

38D: |

 Rosholt----------------------| Slope

 |
262 Soil Survey of

Table 12.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

42D: |

 Amery------------------------| Slope

 |

43B: |

 Antigo-----------------------| No major considerations

 |

43C: |

 Antigo-----------------------| Slope

 |

43D: |

 Antigo-----------------------| Slope

 |

48A: |

 Brill------------------------| Wetness

 | Low bearing strength

 |

63A: |

 Crystal Lake-----------------| Wetness

 | Low bearing strength

 |

63B: |

 Crystal Lake-----------------| Wetness

 | Low bearing strength

 |

63C: |

 Crystal Lake-----------------| Slope

 | Wetness

 | Low bearing strength

 |

63E: |

 Crystal Lake-----------------| Slope

 | Wetness

 | Low bearing strength

 |

64A: |

 Totagatic--------------------| Flooding

 | Wetness

 | Low bearing strength

 |

 Winterfield------------------| Flooding

 | Wetness

 |

69B: |

 Keweenaw---------------------| No major considerations

 |

 Sayner-----------------------| No major considerations

 |

 Vilas------------------------| No major considerations

 |

69C: |

 Keweenaw---------------------| Slope

 |

 Sayner-----------------------| Slope

 |

 Vilas------------------------| Slope

 |

69E: |

 Keweenaw---------------------| Slope

 |

 Sayner-----------------------| Slope

 |

 Vilas------------------------| Slope

 |
Washburn County, Wisconsin 263

Table 12.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

74B: |

 Vilas------------------------| No major considerations

 |

74C: |

 Vilas------------------------| Slope

 |

74D: |

 Vilas------------------------| Slope

 |

100B: |

 Menahga----------------------| No major considerations

 |

100C: |

 Menahga----------------------| Slope

 |

100D: |

 Menahga----------------------| Slope

 |

127D: |

 Amery------------------------| Slope

 |

 Rosholt----------------------| Slope

 |

127E: |

 Amery------------------------| Slope

 |

 Rosholt----------------------| Slope

 |

156B: |

 Magnor, very stony-----------| Wetness

 |

 Magnor-----------------------| Wetness

 |

157B: |

 Freeon, very stony-----------| Wetness

 |

 Freeon-----------------------| Wetness

 |

157C: |

 Freeon, very stony-----------| Slope

 | Wetness

 |

 Freeon-----------------------| Slope

 | Wetness

 |

160A: |

 Oesterle---------------------| Wetness

 |

182B: |

 Padus------------------------| No major considerations

 |

182C: |

 Padus------------------------| Slope

 |

192A: |

 Worcester--------------------| Wetness

 |

193A: |

 Minocqua---------------------| Wetness

 | Low bearing strength

 |

215B: |

 Pence------------------------| No major considerations

 |
264 Soil Survey of

Table 12.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

215C: |

 Pence------------------------| Slope

 |

215D: |

 Pence------------------------| Slope

 |

315A: |

 Rib--------------------------| Wetness

 | Low bearing strength

 |

337A: |

 Plover-----------------------| Wetness

 |

368B: |

 Mahtomedi--------------------| No major considerations

 |

 Cress------------------------| No major considerations

 |

368C: |

 Mahtomedi--------------------| Slope

 |

 Cress------------------------| Slope

 |

368D: |

 Mahtomedi--------------------| Slope

 |

 Cress------------------------| Slope

 |

371A: |

 Croswell---------------------| No major considerations

 |

380B: |

 Cress------------------------| No major considerations

 |

 Rosholt----------------------| No major considerations

 |

380C: |

 Cress------------------------| Slope

 |

 Rosholt----------------------| Slope

 |

380D: |

 Cress------------------------| Slope

 |

 Rosholt----------------------| Slope

 |

383B: |

 Mahtomedi--------------------| No major considerations

 |

383C: |

 Mahtomedi--------------------| Slope

 |

383D: |

 Mahtomedi--------------------| Slope

 |

396B: |

 Friendship-------------------| No major considerations

 |

 Wurtsmith--------------------| No major considerations

 |

 Grayling---------------------| No major considerations

 |

397A: |

 Perchlake--------------------| Wetness

 |
Washburn County, Wisconsin 265

Table 12.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

399B: |

 Grayling---------------------| No major considerations

 |

399C: |

 Grayling---------------------| Slope

 |

399D: |

 Grayling---------------------| Slope

 |

405A: |

 Lupton-----------------------| Wetness

 | Low bearing strength

 |

 Cathro-----------------------| Wetness

 | Low bearing strength

 |

 Tawas------------------------| Wetness

 | Low bearing strength

 |

406A: |

 Loxley-----------------------| Wetness

 | Low bearing strength

 |

407A: |

 Seelyeville------------------| Wetness

 | Low bearing strength

 |

 Markey-----------------------| Wetness

 | Low bearing strength

 |

410A: |

 Seelyeville------------------| Wetness

 | Low bearing strength

 |

 Cathro-----------------------| Wetness

 | Low bearing strength

 |

412A: |

 Rifle------------------------| Wetness

 | Low bearing strength

 |

 Tacoosh----------------------| Wetness

 | Low bearing strength

 |

415A: |

 Greenwood--------------------| Wetness

 | Low bearing strength

 |

439B: |

 Graycalm---------------------| No major considerations

 |

 Menahga----------------------| No major considerations

 |

439C: |

 Graycalm---------------------| Slope

 |

 Menahga----------------------| Slope

 |

439D: |

 Graycalm---------------------| Slope

 |

 Menahga----------------------| Slope

 |
266 Soil Survey of

Table 12.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

441C: |

 Freeon-----------------------| Slope

 | Wetness

 |

 Cathro-----------------------| Wetness

 | Low bearing strength

 |

442C: |

 Haugen-----------------------| Slope

 | Wetness

 |

 Greenwood--------------------| Wetness

 | Low bearing strength

 |

443D: |

 Amery------------------------| Slope

 |

 Greenwood--------------------| Wetness

 | Low bearing strength

 |

461A: |

 Bowstring--------------------| Flooding

 | Wetness

 | Low bearing strength

 |

484A: |

 Greenwood--------------------| Wetness

 | Low bearing strength

 |

 Beseman----------------------| Wetness

 | Low bearing strength

 |

495B: |

 Karlsborg--------------------| Wetness

 |

 Grettum----------------------| No major considerations

 |

 Perida-----------------------| Wetness

 |

495C: |

 Karlsborg--------------------| Slope

 | Wetness

 |

 Grettum----------------------| Slope

 |

 Perida-----------------------| Slope

 | Wetness

 |

495D: |

 Karlsborg--------------------| Slope

 | Wetness

 |

 Grettum----------------------| Slope

 |

 Perida-----------------------| Slope

 | Wetness

 |

497A: |

 Meenon-----------------------| Wetness

 |

515A: |

 Manitowish-------------------| No major considerations

 |
Washburn County, Wisconsin 267

Table 12.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

521A: |

 Dody-------------------------| Wetness

 | Low bearing strength

 |

524E: |

 Rock outcrop. |

 |

 Frogcreek--------------------| Slope

 | Wetness

 | Areas of rock outcrop

 |

 Metonga----------------------| Slope

 | Areas of rock outcrop

 |

542B: |

 Haugen, very stony-----------| Wetness

 |

 Haugen-----------------------| Wetness

 |

542C: |

 Haugen, very stony-----------| Slope

 | Wetness

 |

 Haugen-----------------------| Slope

 | Wetness

 |

543B: |

 Anigon-----------------------| Low bearing strength

 |

543C2: |

 Anigon-----------------------| Slope

 | Low bearing strength

 |

544F: |

 Menahga----------------------| Slope

 |

 Mahtomedi--------------------| Slope

 |

555A: |

 Fordum-----------------------| Flooding

 | Wetness

 | Low bearing strength

 |

574B: |

 Sayner-----------------------| No major considerations

 |

574C: |

 Sayner-----------------------| Slope

 |

574E: |

 Sayner-----------------------| Slope

 |

579B: |

 Parkfalls--------------------| Wetness

 |

600A: |

 Haplosaprists----------------| Onsite investigation required

 |

 Psammaquents-----------------| Onsite investigation required

 |

615B: |

 Cress------------------------| No major considerations

 |
268 Soil Survey of

Table 12.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

615C: |

 Cress------------------------| Slope

 |

615D: |

 Cress------------------------| Slope

 |

623A: |

 Capitola---------------------| Wetness

 | Low bearing strength

 |

624A: |

 Ossmer-----------------------| Wetness

 |

632A: |

 Aftad------------------------| Wetness

 |

632B: |

 Aftad------------------------| Wetness

 |

632C: |

 Aftad------------------------| Slope

 | Wetness

 |

633F: |

 Pence------------------------| Slope

 |

 Padus------------------------| Slope

 |

648B: |

 Sconsin----------------------| Wetness

 |

670C: |

 Keweenaw---------------------| Slope

 |

 Pence------------------------| Slope

 |

670E: |

 Keweenaw---------------------| Slope

 |

 Pence------------------------| Slope

 |

671B: |

 Spoonerhill, stony-----------| Wetness

 |

 Spoonerhill------------------| Wetness

 |

680B: |

 Stanberry, stony-------------| Wetness

 |

 Pence, stony-----------------| No major considerations

 |

683A: |

 Tipler-----------------------| No major considerations

 |

706A: |

 Winterfield------------------| Flooding

 | Wetness

 |

 Totagatic--------------------| Flooding

 | Wetness

 |
Washburn County, Wisconsin 269

Table 12.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

724A: |

 Rib--------------------------| Wetness

 | Areas of rock outcrop

 | Low bearing strength

 |

 Rock outcrop. |

 |

726B: |

 Sissabagama------------------| Wetness

 |

733A: |

 Wozny------------------------| Wetness

 | Low bearing strength

 |

771A: |

 Lenroot----------------------| No major considerations

 |

827A: |

 Scoba------------------------| No major considerations

 |

853C: |

 Frogcreek--------------------| Slope

 | Wetness

 |

 Stinnett---------------------| Wetness

 |

 Wozny------------------------| Wetness

 | Low bearing strength

 |

856B: |

 Stinnett---------------------| Wetness

 |

857B: |

 Frogcreek--------------------| Wetness

 |

857C: |

 Frogcreek--------------------| Slope

 | Wetness

 |

873B: |

 Stanberry--------------------| Wetness

 |

873C: |

 Stanberry--------------------| Slope

 | Wetness

 |

873D: |

 Stanberry--------------------| Slope

 | Wetness

 |

905A: |

 Cublake----------------------| Wetness

 |

926A: |

 Flink------------------------| Wetness

 |

943D: |

 Stanberry--------------------| Slope

 | Wetness

 |

 Greenwood--------------------| Wetness

 | Low bearing strength

 |
270 Soil Survey of

Table 12.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

948A: |

 Billyboy---------------------| No major considerations

 |

970C: |

 Keweenaw---------------------| Slope

 |

 Pence------------------------| Slope

 |

 Greenwood--------------------| Wetness

 | Low bearing strength

 |

970E: |

 Keweenaw---------------------| Slope

 |

 Pence------------------------| Slope

 |

 Greenwood--------------------| Wetness

 | Low bearing strength

 |

1070C: |

 Fremstadt--------------------| Slope

 |

 Cress------------------------| Slope

 |

1070D: |

 Fremstadt--------------------| Slope

 |

 Cress------------------------| Slope

 |

1080B: |

 Spoonerhill------------------| Wetness

 |

 Spoonerhill, stony-----------| Wetness

 |

 Cress------------------------| No major considerations

 |

1653C: |

 Stanberry--------------------| Slope

 | Wetness

 |

 Parkfalls--------------------| Wetness

 |

 Wozny------------------------| Wetness

 | Low bearing strength

 |

2015. |

 Pits |

 |

2050. |

 Landfill |

 |

3011A: |

 Barronett--------------------| Wetness

 | Low bearing strength

 |

3125A: |

 Meehan-----------------------| Wetness

 |

3126A: |

 Wurtsmith--------------------| No major considerations

 |

3276A: |

 Au Gres----------------------| Wetness

 |
Washburn County, Wisconsin 271

Table 12.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

3312B: |

 Glendenning, very stony------| Wetness

 |

 Glendenning------------------| Wetness

 |

3336A: |

 Fenander---------------------| Wetness

 |

3403A: |

 Loxley-----------------------| Wetness

 | Low bearing strength

 |

 Beseman----------------------| Wetness

 | Low bearing strength

 |

 Dawson-----------------------| Wetness

 | Low bearing strength

 |

3424C: |

 Frogcreek--------------------| Slope

 | Wetness

 |

 Magroc-----------------------| Wetness

 |

 Stinnett---------------------| Wetness

 |

 Rock outcrop. |

 |

3446A: |

 Newson-----------------------| Wetness

 | Low bearing strength

 |

3448B: |

 Grettum----------------------| No major considerations

 |

3448C: |

 Grettum----------------------| Slope

 |

3516A: |

 Slimlake---------------------| No major considerations

 |

3629B: |

 Perida-----------------------| Wetness

 |

M-W. |

 Miscellaneous water |

 |

W. |

 Water |

 | __________________________________________________________________________
272 Soil Survey of

Table 13.--Forest Log Landing Considerations

(See text for a description of the considerations listed in this table)

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

3A: |

 Totagatic--------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

 Bowstring--------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

 Ausable----------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

22A: |

 Comstock---------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

24A: |

 Poskin-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

27A: |

 Scott Lake-------------------| No major considerations

 |

28B: |

 Haugen, very stony-----------| Wetness

 |

 Haugen-----------------------| Wetness

 |

 Rosholt, very stony----------| No major considerations

 |

 Rosholt----------------------| No major considerations

 |

28C: |

 Haugen, very stony-----------| Slope

 | Wetness

 |

 Haugen-----------------------| Slope

 | Wetness

 |

 Rosholt, very stony----------| Slope

 |

 Rosholt----------------------| Slope

 |

33B: |

 Chetek-----------------------| No major considerations

 |

33C: |

 Chetek-----------------------| Slope

 |

38A: |

 Rosholt----------------------| No major considerations

 |

38B: |

 Rosholt----------------------| No major considerations

 |

38C: |

 Rosholt----------------------| Slope

 |
Washburn County, Wisconsin 273

Table 13.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

38D: |

 Rosholt----------------------| Slope

 |

42D: |

 Amery------------------------| Slope

 |

43B: |

 Antigo-----------------------| No major considerations

 |

43C: |

 Antigo-----------------------| Slope

 |

43D: |

 Antigo-----------------------| Slope

 |

48A: |

 Brill------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

63A: |

 Crystal Lake-----------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

63B: |

 Crystal Lake-----------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

63C: |

 Crystal Lake-----------------| Slope

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

63E: |

 Crystal Lake-----------------| Slope

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

64A: |

 Totagatic--------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

 Winterfield------------------| Flooding

 | Wetness

 |

69B: |

 Keweenaw---------------------| No major considerations

 |

 Sayner-----------------------| No major considerations

 |

 Vilas------------------------| No major considerations

 |

69C: |

 Keweenaw---------------------| Slope

 |

 Sayner-----------------------| Slope

 |

 Vilas------------------------| Slope

 |

69E: |

 Keweenaw---------------------| Slope

 |

 Sayner-----------------------| Slope

 |

 Vilas------------------------| Slope

 |
274 Soil Survey of

Table 13.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

74B: |

 Vilas------------------------| No major considerations

 |

74C: |

 Vilas------------------------| Slope

 |

74D: |

 Vilas------------------------| Slope

 |

100B: |

 Menahga----------------------| No major considerations

 |

100C: |

 Menahga----------------------| Slope

 |

100D: |

 Menahga----------------------| Slope

 |

127D: |

 Amery------------------------| Slope

 |

 Rosholt----------------------| Slope

 |

127E: |

 Amery------------------------| Slope

 |

 Rosholt----------------------| Slope

 |

156B: |

 Magnor, very stony-----------| Wetness

 |

 Magnor-----------------------| Wetness

 |

157B: |

 Freeon, very stony-----------| Wetness

 |

 Freeon-----------------------| Wetness

 |

157C: |

 Freeon, very stony-----------| Slope

 | Wetness

 |

 Freeon-----------------------| Slope

 | Wetness

 |

160A: |

 Oesterle---------------------| Wetness

 |

182B: |

 Padus------------------------| No major considerations

 |

182C: |

 Padus------------------------| Slope

 |

192A: |

 Worcester--------------------| Wetness

 |

193A: |

 Minocqua---------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

215B: |

 Pence------------------------| No major considerations

 |
Washburn County, Wisconsin 275

Table 13.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

215C: |

 Pence------------------------| Slope

 |

215D: |

 Pence------------------------| Slope

 |

315A: |

 Rib--------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

337A: |

 Plover-----------------------| Wetness

 |

368B: |

 Mahtomedi--------------------| No major considerations

 |

 Cress------------------------| No major considerations

 |

368C: |

 Mahtomedi--------------------| Slope

 |

 Cress------------------------| Slope

 |

368D: |

 Mahtomedi--------------------| Slope

 |

 Cress------------------------| Slope

 |

371A: |

 Croswell---------------------| No major considerations

 |

380B: |

 Cress------------------------| No major considerations

 |

 Rosholt----------------------| No major considerations

 |

380C: |

 Cress------------------------| Slope

 |

 Rosholt----------------------| Slope

 |

380D: |

 Cress------------------------| Slope

 |

 Rosholt----------------------| Slope

 |

383B: |

 Mahtomedi--------------------| No major considerations

 |

383C: |

 Mahtomedi--------------------| Slope

 |

383D: |

 Mahtomedi--------------------| Slope

 |

396B: |

 Friendship-------------------| No major considerations

 |

 Wurtsmith--------------------| No major considerations

 |

 Grayling---------------------| No major considerations

 |

397A: |

 Perchlake--------------------| Wetness

 |
276 Soil Survey of

Table 13.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

399B: |

 Grayling---------------------| No major considerations

 |

399C: |

 Grayling---------------------| Slope

 |

399D: |

 Grayling---------------------| Slope

 |

405A: |

 Lupton-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Cathro-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Tawas------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

406A: |

 Loxley-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

407A: |

 Seelyeville------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Markey-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

410A: |

 Seelyeville------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Cathro-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

412A: |

 Rifle------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Tacoosh----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

415A: |

 Greenwood--------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

439B: |

 Graycalm---------------------| No major considerations

 |

 Menahga----------------------| No major considerations

 |

439C: |

 Graycalm---------------------| Slope

 |

 Menahga----------------------| Slope

 |

439D: |

 Graycalm---------------------| Slope

 |

 Menahga----------------------| Slope

 |
Washburn County, Wisconsin 277

Table 13.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

441C: |

 Freeon-----------------------| Slope

 | Wetness

 |

 Cathro-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

442C: |

 Haugen-----------------------| Slope

 | Wetness

 |

 Greenwood--------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

443D: |

 Amery------------------------| Slope

 |

 Greenwood--------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

461A: |

 Bowstring--------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

484A: |

 Greenwood--------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Beseman----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

495B: |

 Karlsborg--------------------| Wetness

 |

 Grettum----------------------| No major considerations

 |

 Perida-----------------------| Wetness

 |

495C: |

 Karlsborg--------------------| Slope

 | Wetness

 |

 Grettum----------------------| Slope

 |

 Perida-----------------------| Slope

 | Wetness

 |

495D: |

 Karlsborg--------------------| Slope

 | Wetness

 |

 Grettum----------------------| Slope

 |

 Perida-----------------------| Slope

 | Wetness

 |

497A: |

 Meenon-----------------------| Wetness

 |

515A: |

 Manitowish-------------------| No major considerations

 |
278 Soil Survey of

Table 13.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

521A: |

 Dody-------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

524E: |

 Rock outcrop. |

 |

 Frogcreek--------------------| Slope

 | Wetness

 | Areas of rock outcrop

 |

 Metonga----------------------| Slope

 | Areas of rock outcrop

 |

542B: |

 Haugen, very stony-----------| Wetness

 |

 Haugen-----------------------| Wetness

 |

542C: |

 Haugen, very stony-----------| Slope

 | Wetness

 |

 Haugen-----------------------| Slope

 | Wetness

 |

543B: |

 Anigon-----------------------| Susceptible to rutting and wheel slippage

 |

543C2: |

 Anigon-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

544F: |

 Menahga----------------------| Slope

 |

 Mahtomedi--------------------| Slope

 |

555A: |

 Fordum-----------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

574B: |

 Sayner-----------------------| No major considerations

 |

574C: |

 Sayner-----------------------| Slope

 |

574E: |

 Sayner-----------------------| Slope

 |

579B: |

 Parkfalls--------------------| Wetness

 |

600A: |

 Haplosaprists----------------| Onsite investigation required

 |

 Psammaquents-----------------| Onsite investigation required

 |

615B: |

 Cress------------------------| No major considerations

 |
Washburn County, Wisconsin 279

Table 13.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

615C: |

 Cress------------------------| Slope

 |

615D: |

 Cress------------------------| Slope

 |

623A: |

 Capitola---------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

624A: |

 Ossmer-----------------------| Wetness

 |

632A: |

 Aftad------------------------| Wetness

 |

632B: |

 Aftad------------------------| Wetness

 |

632C: |

 Aftad------------------------| Slope

 | Wetness

 |

633F: |

 Pence------------------------| Slope

 |

 Padus------------------------| Slope

 |

648B: |

 Sconsin----------------------| Wetness

 |

670C: |

 Keweenaw---------------------| Slope

 |

 Pence------------------------| Slope

 |

670E: |

 Keweenaw---------------------| Slope

 |

 Pence------------------------| Slope

 |

671B: |

 Spoonerhill, stony-----------| Wetness

 |

 Spoonerhill------------------| Wetness

 |

680B: |

 Stanberry, stony-------------| Wetness

 |

 Pence, stony-----------------| No major considerations

 |

683A: |

 Tipler-----------------------| No major considerations

 |

706A: |

 Winterfield------------------| Flooding

 | Wetness

 |

 Totagatic--------------------| Flooding

 | Wetness

 |
280 Soil Survey of

Table 13.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

724A: |

 Rib--------------------------| Wetness

 | Areas of rock outcrop

 | Susceptible to rutting and wheel slippage

 |

 Rock outcrop. |

 |

726B: |

 Sissabagama------------------| Wetness

 |

733A: |

 Wozny------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

771A: |

 Lenroot----------------------| No major considerations

 |

827A: |

 Scoba------------------------| No major considerations

 |

853C: |

 Frogcreek--------------------| Slope

 | Wetness

 |

 Stinnett---------------------| Wetness

 |

 Wozny------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

856B: |

 Stinnett---------------------| Wetness

 |

857B: |

 Frogcreek--------------------| Wetness

 |

857C: |

 Frogcreek--------------------| Slope

 | Wetness

 |

873B: |

 Stanberry--------------------| Wetness

 |

873C: |

 Stanberry--------------------| Slope

 | Wetness

 |

873D: |

 Stanberry--------------------| Slope

 | Wetness

 |

905A: |

 Cublake----------------------| Wetness

 |

926A: |

 Flink------------------------| Wetness

 |

943D: |

 Stanberry--------------------| Slope

 | Wetness

 |

 Greenwood--------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |
Washburn County, Wisconsin 281

Table 13.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

948A: |

 Billyboy---------------------| No major considerations

 |

970C: |

 Keweenaw---------------------| Slope

 |

 Pence------------------------| Slope

 |

 Greenwood--------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

970E: |

 Keweenaw---------------------| Slope

 |

 Pence------------------------| Slope

 |

 Greenwood--------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

1070C: |

 Fremstadt--------------------| Slope

 |

 Cress------------------------| Slope

 |

1070D: |

 Fremstadt--------------------| Slope

 |

 Cress------------------------| Slope

 |

1080B: |

 Spoonerhill------------------| Wetness

 |

 Spoonerhill, stony-----------| Wetness

 |

 Cress------------------------| No major considerations

 |

1653C: |

 Stanberry--------------------| Slope

 | Wetness

 |

 Parkfalls--------------------| Wetness

 |

 Wozny------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

2015. |

 Pits |

 |

2050. |

 Landfill |

 |

3011A: |

 Barronett--------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

3125A: |

 Meehan-----------------------| Wetness

 |

3126A: |

 Wurtsmith--------------------| No major considerations

 |

3276A: |

 Au Gres----------------------| Wetness

 |
282 Soil Survey of

Table 13.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

3312B: |

 Glendenning, very stony------| Wetness

 |

 Glendenning------------------| Wetness

 |

3336A: |

 Fenander---------------------| Wetness

 |

3403A: |

 Loxley-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Beseman----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Dawson-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

3424C: |

 Frogcreek--------------------| Slope

 | Wetness

 |

 Magroc-----------------------| Wetness

 |

 Stinnett---------------------| Wetness

 |

 Rock outcrop. |

 |

3446A: |

 Newson-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

3448B: |

 Grettum----------------------| No major considerations

 |

3448C: |

 Grettum----------------------| Slope

 |

3516A: |

 Slimlake---------------------| No major considerations

 |

3629B: |

 Perida-----------------------| Wetness

 |

M-W. |

 Miscellaneous water |

 |

W. |

 Water |

 | __________________________________________________________________________
Washburn County, Wisconsin 283

Table 14.--Forest Land Site Preparation and Planting Considerations

(See text for a description of the considerations listed in this table)

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

3A: |

 Totagatic--------------------| Flooding

 | Wetness

 |

 Bowstring--------------------| Flooding

 | Wetness

 |

 Ausable----------------------| Flooding

 | Wetness

 |

22A: |

 Comstock---------------------| Wetness

 | Potential poor tilth and compaction

 |

24A: |

 Poskin-----------------------| Wetness

 | Cobbly surface

 |

27A: |

 Scott Lake-------------------| Cobbly surface

 |

28B: |

 Haugen, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 |

 Haugen-----------------------| Wetness

 | Cobbly surface

 |

 Rosholt, very stony----------| Surface stones

 | Cobbly surface

 |

 Rosholt----------------------| Cobbly surface

 |

28C: |

 Haugen, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

 Haugen-----------------------| Wetness

 | Cobbly surface

 | Water erosion

 |

 Rosholt, very stony----------| Surface stones

 | Cobbly surface

 | Water erosion

 |

 Rosholt----------------------| Cobbly surface

 | Water erosion

 |

33B: |

 Chetek-----------------------| Cobbly surface

 |

33C: |

 Chetek-----------------------| Cobbly surface

 | Water erosion

 |

38A: |

 Rosholt----------------------| Cobbly surface

 |
284 Soil Survey of

Table 14.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

38B: |

 Rosholt----------------------| Cobbly surface

 |

38C: |

 Rosholt----------------------| Cobbly surface

 | Water erosion

 |

38D: |

 Rosholt----------------------| Slope

 | Cobbly surface

 | Water erosion

 |

42D: |

 Amery------------------------| Slope

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

43B: |

 Antigo-----------------------| Cobbly surface

 |

43C: |

 Antigo-----------------------| Cobbly surface

 | Water erosion

 |

43D: |

 Antigo-----------------------| Slope

 | Cobbly surface

 | Water erosion

 |

48A: |

 Brill------------------------| Wetness

 | Cobbly surface

 |

63A: |

 Crystal Lake-----------------| Wetness

 | Potential poor tilth and compaction

 |

63B: |

 Crystal Lake-----------------| Wetness

 | Potential poor tilth and compaction

 |

63C: |

 Crystal Lake-----------------| Wetness

 | Water erosion

 | Potential poor tilth and compaction

 |

63E: |

 Crystal Lake-----------------| Slope

 | Wetness

 | Water erosion

 | Potential poor tilth and compaction

 |

64A: |

 Totagatic--------------------| Flooding

 | Wetness

 |

 Winterfield------------------| Flooding

 | Wetness

 |
Washburn County, Wisconsin 285

Table 14.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

69B: |

 Keweenaw---------------------| Surface stones

 |

 Sayner-----------------------| Surface stones

 | Cobbly surface

 |

 Vilas------------------------| Surface stones

 |

69C: |

 Keweenaw---------------------| Surface stones

 | Water erosion

 |

 Sayner-----------------------| Surface stones

 | Cobbly surface

 | Water erosion

 |

 Vilas------------------------| Surface stones

 | Water erosion

 |

69E: |

 Keweenaw---------------------| Slope

 | Surface stones

 | Water erosion

 |

 Sayner-----------------------| Slope

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

 Vilas------------------------| Slope

 | Surface stones

 | Water erosion

 |

74B: |

 Vilas------------------------| No major considerations

 |

74C: |

 Vilas------------------------| Water erosion

 |

74D: |

 Vilas------------------------| Slope

 | Water erosion

 |

100B: |

 Menahga----------------------| No major considerations

 |

100C: |

 Menahga----------------------| Water erosion

 |

100D: |

 Menahga----------------------| Slope

 | Water erosion

 |

127D: |

 Amery------------------------| Slope

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

 Rosholt----------------------| Slope

 | Surface stones

 | Cobbly surface

 | Water erosion

 |
286 Soil Survey of

Table 14.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

127E: |

 Amery------------------------| Slope

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

 Rosholt----------------------| Slope

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

156B: |

 Magnor, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 |

 Magnor-----------------------| Wetness

 |

157B: |

 Freeon, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 |

 Freeon-----------------------| Wetness

 |

157C: |

 Freeon, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

 Freeon-----------------------| Wetness

 | Water erosion

 |

160A: |

 Oesterle---------------------| Wetness

 | Cobbly surface

 |

182B: |

 Padus------------------------| Cobbly surface

 |

182C: |

 Padus------------------------| Cobbly surface

 | Water erosion

 |

192A: |

 Worcester--------------------| Wetness

 | Cobbly surface

 |

193A: |

 Minocqua---------------------| Wetness

 |

215B: |

 Pence------------------------| Cobbly surface

 |

215C: |

 Pence------------------------| Cobbly surface

 | Water erosion

 |

215D: |

 Pence------------------------| Slope

 | Cobbly surface

 | Water erosion

 |
Washburn County, Wisconsin 287

Table 14.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

315A: |

 Rib--------------------------| Wetness

 | Cobbly surface

 | Potential poor tilth and compaction

 |

337A: |

 Plover-----------------------| Wetness

 |

368B: |

 Mahtomedi--------------------| Cobbly surface

 |

 Cress------------------------| Cobbly surface

 |

368C: |

 Mahtomedi--------------------| Cobbly surface

 | Water erosion

 |

 Cress------------------------| Cobbly surface

 | Water erosion

 |

368D: |

 Mahtomedi--------------------| Slope

 | Cobbly surface

 | Water erosion

 |

 Cress------------------------| Slope

 | Cobbly surface

 | Water erosion

 |

371A: |

 Croswell---------------------| No major considerations

 |

380B: |

 Cress------------------------| Cobbly surface

 |

 Rosholt----------------------| Cobbly surface

 |

380C: |

 Cress------------------------| Cobbly surface

 | Water erosion

 |

 Rosholt----------------------| Cobbly surface

 | Water erosion

 |

380D: |

 Cress------------------------| Slope

 | Cobbly surface

 | Water erosion

 |

 Rosholt----------------------| Slope

 | Cobbly surface

 | Water erosion

 |

383B: |

 Mahtomedi--------------------| Cobbly surface

 |

383C: |

 Mahtomedi--------------------| Cobbly surface

 | Water erosion

 |

383D: |

 Mahtomedi--------------------| Slope

 | Cobbly surface

 | Water erosion

 |
288 Soil Survey of

Table 14.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

396B: |

 Friendship-------------------| No major considerations

 |

 Wurtsmith--------------------| No major considerations

 |

 Grayling---------------------| No major considerations

 |

397A: |

 Perchlake--------------------| Wetness

 |

399B: |

 Grayling---------------------| No major considerations

 |

399C: |

 Grayling---------------------| Water erosion

 |

399D: |

 Grayling---------------------| Slope

 | Water erosion

 |

405A: |

 Lupton-----------------------| Wetness

 |

 Cathro-----------------------| Wetness

 |

 Tawas------------------------| Wetness

 |

406A: |

 Loxley-----------------------| Wetness

 |

407A: |

 Seelyeville------------------| Wetness

 |

 Markey-----------------------| Wetness

 |

410A: |

 Seelyeville------------------| Wetness

 |

 Cathro-----------------------| Wetness

 |

412A: |

 Rifle------------------------| Wetness

 |

 Tacoosh----------------------| Wetness

 |

415A: |

 Greenwood--------------------| Wetness

 |

439B: |

 Graycalm---------------------| Cobbly surface

 |

 Menahga----------------------| No major considerations

 |

439C: |

 Graycalm---------------------| Cobbly surface

 | Water erosion

 |

 Menahga----------------------| Water erosion

 |

439D: |

 Graycalm---------------------| Slope

 | Cobbly surface

 | Water erosion

 |
Washburn County, Wisconsin 289

Table 14.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

439D: |

 Menahga----------------------| Slope

 | Water erosion

 |

441C: |

 Freeon-----------------------| Wetness

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

 Cathro-----------------------| Wetness

 |

442C: |

 Haugen-----------------------| Wetness

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

 Greenwood--------------------| Wetness

 |

443D: |

 Amery------------------------| Slope

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

 Greenwood--------------------| Wetness

 |

461A: |

 Bowstring--------------------| Flooding

 | Wetness

 |

484A: |

 Greenwood--------------------| Wetness

 |

 Beseman----------------------| Wetness

 |

495B: |

 Karlsborg--------------------| Wetness

 |

 Grettum----------------------| No major considerations

 |

 Perida-----------------------| Wetness

 |

495C: |

 Karlsborg--------------------| Wetness

 | Water erosion

 |

 Grettum----------------------| Water erosion

 |

 Perida-----------------------| Wetness

 | Water erosion

 |

495D: |

 Karlsborg--------------------| Slope

 | Wetness

 | Water erosion

 |

 Grettum----------------------| Slope

 | Water erosion

 |

 Perida-----------------------| Slope

 | Wetness

 | Water erosion

 |
290 Soil Survey of

Table 14.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

497A: |

 Meenon-----------------------| Wetness

 |

515A: |

 Manitowish-------------------| Cobbly surface

 |

521A: |

 Dody-------------------------| Wetness

 |

524E: |

 Rock outcrop. |

 |

 Frogcreek--------------------| Wetness

 | Surface stones

 | Areas of rock outcrop

 | Cobbly surface

 | Water erosion

 |

 Metonga----------------------| Slope

 | Surface stones

 | Areas of rock outcrop

 | Cobbly surface

 | Water erosion

 |

542B: |

 Haugen, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 |

 Haugen-----------------------| Wetness

 | Cobbly surface

 |

542C: |

 Haugen, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

 Haugen-----------------------| Wetness

 | Cobbly surface

 | Water erosion

 |

543B: |

 Anigon-----------------------| Cobbly surface

 |

543C2: |

 Anigon-----------------------| Cobbly surface

 | Water erosion

 |

544F: |

 Menahga----------------------| Slope

 | Water erosion

 |

 Mahtomedi--------------------| Slope

 | Cobbly surface

 | Water erosion

 |

555A: |

 Fordum-----------------------| Flooding

 | Wetness

 | Cobbly surface

 | Potential poor tilth and compaction

 |
Washburn County, Wisconsin 291

Table 14.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

574B: |

 Sayner-----------------------| Cobbly surface

 |

574C: |

 Sayner-----------------------| Cobbly surface

 | Water erosion

 |

574E: |

 Sayner-----------------------| Slope

 | Cobbly surface

 | Water erosion

 |

579B: |

 Parkfalls--------------------| Wetness

 | Surface stones

 |

600A: |

 Haplosaprists----------------| Onsite investigation required

 |

 Psammaquents-----------------| Onsite investigation required

 |

615B: |

 Cress------------------------| Cobbly surface

 |

615C: |

 Cress------------------------| Cobbly surface

 | Water erosion

 |

615D: |

 Cress------------------------| Slope

 | Cobbly surface

 | Water erosion

 |

623A: |

 Capitola---------------------| Wetness

 | Surface stones

 |

624A: |

 Ossmer-----------------------| Wetness

 | Cobbly surface

 |

632A: |

 Aftad------------------------| Wetness

 |

632B: |

 Aftad------------------------| Wetness

 |

632C: |

 Aftad------------------------| Wetness

 | Water erosion

 |

633F: |

 Pence------------------------| Slope

 | Cobbly surface

 | Water erosion

 |

 Padus------------------------| Slope

 | Cobbly surface

 | Water erosion

 |

648B: |

 Sconsin----------------------| Wetness

 | Cobbly surface

 |
292 Soil Survey of

Table 14.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

670C: |

 Keweenaw---------------------| Surface stones

 | Cobbly surface

 | Water erosion

 |

 Pence------------------------| Surface stones

 | Cobbly surface

 | Water erosion

 |

670E: |

 Keweenaw---------------------| Slope

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

 Pence------------------------| Slope

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

671B: |

 Spoonerhill, stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 |

 Spoonerhill------------------| Wetness

 | Cobbly surface

 |

680B: |

 Stanberry, stony-------------| Wetness

 | Surface stones

 |

 Pence, stony-----------------| Surface stones

 | Cobbly surface

 |

683A: |

 Tipler-----------------------| Cobbly surface

 |

706A: |

 Winterfield------------------| Flooding

 | Wetness

 |

 Totagatic--------------------| Flooding

 | Wetness

 |

724A: |

 Rib--------------------------| Wetness

 | Areas of rock outcrop

 | Cobbly surface

 | Potential poor tilth and compaction

 |

 Rock outcrop. |

 |

726B: |

 Sissabagama------------------| Wetness

 |

733A: |

 Wozny------------------------| Wetness

 | Surface stones

 |

771A: |

 Lenroot----------------------| No major considerations

 |
Washburn County, Wisconsin 293

Table 14.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

827A: |

 Scoba------------------------| Cobbly surface

 |

853C: |

 Frogcreek--------------------| Wetness

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

 Stinnett---------------------| Wetness

 | Surface stones

 | Cobbly surface

 |

 Wozny------------------------| Wetness

 | Surface stones

 |

856B: |

 Stinnett---------------------| Wetness

 | Surface stones

 | Cobbly surface

 |

857B: |

 Frogcreek--------------------| Wetness

 | Surface stones

 | Cobbly surface

 |

857C: |

 Frogcreek--------------------| Wetness

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

873B: |

 Stanberry--------------------| Wetness

 | Surface stones

 |

873C: |

 Stanberry--------------------| Wetness

 | Surface stones

 | Water erosion

 |

873D: |

 Stanberry--------------------| Slope

 | Wetness

 | Surface stones

 | Water erosion

 |

905A: |

 Cublake----------------------| Wetness

 |

926A: |

 Flink------------------------| Wetness

 |

943D: |

 Stanberry--------------------| Slope

 | Wetness

 | Surface stones

 | Water erosion

 |

 Greenwood--------------------| Wetness

 |

948A: |

 Billyboy---------------------| Cobbly surface

 |
294 Soil Survey of

Table 14.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

970C: |

 Keweenaw---------------------| Surface stones

 | Cobbly surface

 | Water erosion

 |

 Pence------------------------| Surface stones

 | Cobbly surface

 | Water erosion

 |

 Greenwood--------------------| Wetness

 |

970E: |

 Keweenaw---------------------| Slope

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

 Pence------------------------| Slope

 | Surface stones

 | Water erosion

 |

 Greenwood--------------------| Wetness

 |

1070C: |

 Fremstadt--------------------| Surface stones

 | Cobbly surface

 | Water erosion

 |

 Cress------------------------| Cobbly surface

 | Water erosion

 |

1070D: |

 Fremstadt--------------------| Slope

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

 Cress------------------------| Slope

 | Cobbly surface

 | Water erosion

 |

1080B: |

 Spoonerhill------------------| Wetness

 | Cobbly surface

 |

 Spoonerhill, stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 |

 Cress------------------------| Cobbly surface

 |

1653C: |

 Stanberry--------------------| Wetness

 | Surface stones

 | Water erosion

 |

 Parkfalls--------------------| Wetness

 | Surface stones

 |

 Wozny------------------------| Wetness

 | Surface stones

 |

2015. |

 Pits |

 |
Washburn County, Wisconsin 295

Table 14.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

2050. |

 Landfill |

 |

3011A: |

 Barronett--------------------| Wetness

 | Potential poor tilth and compaction

 |

3125A: |

 Meehan-----------------------| Wetness

 |

3126A: |

 Wurtsmith--------------------| No major considerations

 |

3276A: |

 Au Gres----------------------| Wetness

 |

3312B: |

 Glendenning, very stony------| Wetness

 | Surface stones

 | Cobbly surface

 |

 Glendenning------------------| Wetness

 | Cobbly surface

 |

3336A: |

 Fenander---------------------| Wetness

 |

3403A: |

 Loxley-----------------------| Wetness

 |

 Beseman----------------------| Wetness

 |

 Dawson-----------------------| Wetness

 |

3424C: |

 Frogcreek--------------------| Wetness

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

 Magroc-----------------------| Wetness

 | Surface stones

 | Cobbly surface

 |

 Stinnett---------------------| Wetness

 | Surface stones

 | Cobbly surface

 |

 Rock outcrop. |

 |

3446A: |

 Newson-----------------------| Wetness

 |

3448B: |

 Grettum----------------------| No major considerations

 |

3448C: |

 Grettum----------------------| Water erosion

 |

3516A: |

 Slimlake---------------------| Cobbly surface

 |

3629B: |

 Perida-----------------------| Wetness

 |
296 Soil Survey of

Table 14.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

M-W. |

 Miscellaneous water |

 |

W. |

 Water |

 | __________________________________________________________________________
Washburn County, Wisconsin 297

Table 15.--Forest Habitat Types

(Absence of an entry indicates that no forest habitat type is applicable. See text

 for descriptions of the forest habitat types listed in this table)

____________________________________________________________________________________

 | | | |

 Map symbol and | Dominant | Codominant | Common | Region

 map unit name | habitat | habitat | habitat types |

 | type | types | |

 | | | | ____________________________________________________________________________________

 | | | |

3A--------------------------|Lfp | | |

 Totagatic-Bowstring-Ausable| | | |

 complex, 0 to 2 percent | | | |

 slopes, frequently flooded| | | |

 | | | |

22A-------------------------|ASaI | |ACaCi | 1

 Comstock silt loam, 0 to 3 | | | |

 percent slopes | | | |

 | | | |

24A-------------------------|ASaI | |ACaCi | 1

 Poskin silt loam, 0 to 3 | | | |

 percent slopes | | | |

 | | | |

27A-------------------------|AVDe | | | 1

 Scott Lake sandy loam, 0 to| | | |

 3 percent slopes | | | |

 | | | |

28B-------------------------| |AVDe, AAt | | 1

 Haugen-Rosholt complex, 2 | | | |

 to 6 percent slopes, very | | | |

 stony | | | |

 | | | |

28C-------------------------| |AVDe, AAt | | 1

 Haugen-Rosholt complex, 6 | | | |

 to 12 percent slopes, very| | | |

 stony | | | |

 | | | |

33B-------------------------|AVDe | | | 1

 Chetek sandy loam, 1 to 6 | | | |

 percent slopes | | | |

 | | | |

33C-------------------------|AVDe | | | 1

 Chetek sandy loam, 6 to 12 | | | |

 percent slopes | | | |

 | | | |

38A-------------------------| |AVDe, AAt | | 1

 Rosholt sandy loam, 0 to 2 | | | |

 percent slopes | | | |

 | | | |

38B-------------------------| |AVDe, AAt | | 1

 Rosholt sandy loam, 2 to 6 | | | |

 percent slopes | | | |

 | | | |

38C-------------------------| |AVDe, AAt | | 1

 Rosholt sandy loam, 6 to 12| | | |

 percent slopes | | | |

 | | | |

38D-------------------------| |AVDe, AAt | | 1

 Rosholt sandy loam, 12 to | | | |

 20 percent slopes | | | |

 | | | |

42D-------------------------| |AVDe, AAt | | 1

 Amery sandy loam, 12 to 25 | | | |

 percent slopes, very stony| | | |

 | | | |

43B-------------------------|ACaCi | | | 1

 Antigo silt loam, 1 to 6 | | | |

 percent slopes | | | |

 | | | |
298 Soil Survey of

Table 15.--Forest Habitat Types--Continued

____________________________________________________________________________________

 | | | |

 Map symbol and | Dominant | Codominant | Common | Region

 map unit name | habitat | habitat | habitat types |

 | type | types | |

 | | | | ____________________________________________________________________________________

 | | | |

43C-------------------------|ACaCi | | | 1

 Antigo silt loam, 6 to 15 | | | |

 percent slopes | | | |

 | | | |

43D-------------------------|ACaCi | | | 1

 Antigo silt loam, 15 to 30 | | | |

 percent slopes | | | |

 | | | |

48A-------------------------|ACaCi | | | 1

 Brill silt loam, 0 to 3 | | | |

 percent slopes | | | |

 | | | |

63A-------------------------|ACaCi | | | 1

 Crystal Lake silt loam, 0 | | | |

 to 2 percent slopes | | | |

 | | | |

63B-------------------------|ACaCi | | | 1

 Crystal Lake silt loam, 2 | | | |

 to 6 percent slopes | | | |

 | | | |

63C-------------------------|ACaCi | | | 1

 Crystal Lake silt loam, 6 | | | |

 to 12 percent slopes | | | |

 | | | |

63E-------------------------|ACaCi | | | 1

 Crystal Lake silt loam, 20 | | | |

 to 35 percent slopes | | | |

 | | | |

64A-------------------------| |Lfp, ArVRp | | 1

 Totagatic-Winterfield | | | |

 complex, 0 to 2 percent | | | |

 slopes, frequently flooded| | | |

 | | | |

69B-------------------------| |PArVAm, AVDe | | 1

 Keweenaw-Sayner-Vilas | | | |

 complex, 2 to 6 percent | | | |

 slopes, stony | | | |

 | | | |

69C-------------------------| |PArVAm, AVDe | | 1

 Keweenaw-Sayner-Vilas | | | |

 complex, 6 to 15 percent | | | |

 slopes, stony | | | |

 | | | |

69E-------------------------| |PArVAm, AVDe | | 1

 Keweenaw-Sayner-Vilas | | | |

 complex, 15 to 45 percent | | | |

 slopes, stony | | | |

 | | | |

74B-------------------------|PArVAa | | | 3

 Vilas loamy sand, 0 to 6 | | | |

 percent slopes | | | |

 | | | |

74C-------------------------|PArVAa | | | 3

 Vilas loamy sand, 6 to 15 | | | |

 percent slopes | | | |

 | | | |

74D-------------------------|PArVAa | | | 3

 Vilas loamy sand, 15 to 30 | | | |

 percent slopes | | | |

 | | | |

100B------------------------|PQGCe | |PArVAm | 1

 Menahga sand, 0 to 6 | | | |

 percent slopes | | | |

 | | | |
Washburn County, Wisconsin 299

Table 15.--Forest Habitat Types--Continued

____________________________________________________________________________________

 | | | |

 Map symbol and | Dominant | Codominant | Common | Region

 map unit name | habitat | habitat | habitat types |

 | type | types | |

 | | | | ____________________________________________________________________________________

 | | | |

100C------------------------|PQGCe | |PArVAm | 1

 Menahga sand, 6 to 12 | | | |

 percent slopes | | | |

 | | | |

100D------------------------|PQGCe | |PArVAm | 1

 Menahga sand, 12 to 30 | | | |

 percent slopes | | | |

 | | | |

127D------------------------| |AVDe, AAt | | 1

 Amery-Rosholt complex, 12 | | | |

 to 20 percent slopes, very| | | |

 stony | | | |

 | | | |

127E------------------------| |AVDe, AAt | | 1

 Amery-Rosholt complex, 20 | | | |

 to 45 percent slopes, very| | | |

 stony | | | |

 | | | |

156B------------------------| |ASaI, AAt | | 1

 Magnor, very stony-Magnor | | | |

 complex, 0 to 4 percent | | | |

 slopes | | | |

 | | | |

157B------------------------|AAt | |ACaCi | 1

 Freeon, very stony-Freeon | | | |

 complex, 2 to 6 percent | | | |

 slopes | | | |

 | | | |

157C------------------------|AAt | |ACaCi | 1

 Freeon, very stony-Freeon | | | |

 complex, 6 to 12 percent | | | |

 slopes | | | |

 | | | |

160A------------------------|ArVRp | |AVDe | 1

 Oesterle sandy loam, 0 to 2| | | |

 percent slopes | | | |

 | | | |

182B------------------------|ATM | | | 3

 Padus sandy loam, 0 to 6 | | | |

 percent slopes | | | |

 | | | |

182C------------------------|ATM | | | 3

 Padus sandy loam, 6 to 15 | | | |

 percent slopes | | | |

 | | | |

192A------------------------|TMC | | | 3

 Worcester sandy loam, 0 to | | | |

 3 percent slopes | | | |

 | | | |

193A------------------------|Lwmin | | |

 Minocqua muck, 0 to 2 | | | |

 percent slopes | | | |

 | | | |

215B------------------------|AVVb | | | 3

 Pence sandy loam, 0 to 6 | | | |

 percent slopes | | | |

 | | | |

215C------------------------|AVVb | | | 3

 Pence sandy loam, 6 to 15 | | | |

 percent slopes | | | |

 | | | |
300 Soil Survey of

Table 15.--Forest Habitat Types--Continued

____________________________________________________________________________________

 | | | |

 Map symbol and | Dominant | Codominant | Common | Region

 map unit name | habitat | habitat | habitat types |

 | type | types | |

 | | | | ____________________________________________________________________________________

 | | | |

215D------------------------|AVVb | | | 3

 Pence sandy loam, 15 to 30 | | | |

 percent slopes | | | |

 | | | |

315A------------------------|Lwmin | | |

 Rib silt loam, 0 to 2 | | | |

 percent slopes | | | |

 | | | |

337A------------------------|ArVRp | | | 1

 Plover fine sandy loam, 0 | | | |

 to 3 percent slopes | | | |

 | | | |

368B------------------------| |PArVAm, AVDe | | 1

 Mahtomedi-Cress complex, 2 | | | |

 to 6 percent slopes | | | |

 | | | |

368C------------------------| |PArVAm, AVDe | | 1

 Mahtomedi-Cress complex, 6 | | | |

 to 12 percent slopes | | | |

 | | | |

368D------------------------| |PArVAm, AVDe | | 1

 Mahtomedi-Cress complex, 12| | | |

 to 25 percent slopes | | | |

 | | | |

371A------------------------|PArVAa | | | 3

 Croswell loamy sand, 0 to 3| | | |

 percent slopes | | | |

 | | | |

380B------------------------| |AVDe, AAt | | 1

 Cress-Rosholt complex, 2 to| | | |

 6 percent slopes | | | |

 | | | |

380C------------------------| |AVDe, AAt | | 1

 Cress-Rosholt complex, 6 to| | | |

 12 percent slopes | | | |

 | | | |

380D------------------------| |AVDe, AAt | | 1

 Cress-Rosholt complex, 12 | | | |

 to 25 percent slopes | | | |

 | | | |

383B------------------------|PArVAm | |PQGCe | 1

 Mahtomedi loamy sand, 0 to | | | |

 6 percent slopes | | | |

 | | | |

383C------------------------|PArVAm | |PQGCe | 1

 Mahtomedi loamy sand, 6 to | | | |

 12 percent slopes | | | |

 | | | |

383D------------------------|PArVAm | |PQGCe | 1

 Mahtomedi loamy sand, 12 to| | | |

 30 percent slopes | | | |

 | | | |

396B------------------------|PQGCe | | | 1

 Friendship-Wurtsmith- | | | |

 Grayling complex, 0 to 6 | | | |

 percent slopes | | | |

 | | | |

397A------------------------|ArVRp | |PArVAm | 1

 Perchlake loamy fine sand, | | | |

 0 to 2 percent slopes | | | |

 | | | |
Washburn County, Wisconsin 301

Table 15.--Forest Habitat Types--Continued

____________________________________________________________________________________

 | | | |

 Map symbol and | Dominant | Codominant | Common | Region

 map unit name | habitat | habitat | habitat types |

 | type | types | |

 | | | | ____________________________________________________________________________________

 | | | |

399B------------------------|PQGCe | | | 1

 Grayling sand, 0 to 6 | | | |

 percent slopes | | | |

 | | | |

399C------------------------|PQGCe | | | 1

 Grayling sand, 6 to 12 | | | |

 percent slopes | | | |

 | | | |

399D------------------------|PQGCe | | | 1

 Grayling sand, 12 to 30 | | | |

 percent slopes | | | |

 | | | |

405A------------------------|Lnorg | | |

 Lupton, Cathro, and Tawas | | | |

 soils, 0 to 1 percent | | | |

 slopes | | | |

 | | | |

406A------------------------|Lnorg | | |

 Loxley mucky peat, 0 to 1 | | | |

 percent slopes | | | |

 | | | |

407A------------------------|Lnorg | | |

 Seelyeville and Markey | | | |

 soils, 0 to 1 percent | | | |

 slopes | | | |

 | | | |

410A------------------------|Lnorg | | |

 Seelyeville and Cathro | | | |

 soils, 0 to 1 percent | | | |

 slopes | | | |

 | | | |

412A------------------------|Lnorg | | |

 Rifle and Tacoosh soils, | | | |

 0 to 1 percent slopes | | | |

 | | | |

415A------------------------|Lnorg | | |

 Greenwood mucky peat, 0 to | | | |

 1 percent slopes | | | |

 | | | |

439B------------------------|PArVAm | |PQGCe | 1

 Graycalm-Menahga complex, 0| | | |

 to 6 percent slopes | | | |

 | | | |

439C------------------------|PArVAm | |PQGCe | 1

 Graycalm-Menahga complex, 6| | | |

 to 12 percent slopes | | | |

 | | | |

439D------------------------|PArVAm | |PQGCe | 1

 Graycalm-Menahga complex, | | | |

 12 to 30 percent slopes | | | |

 | | | |

441C------------------------| |AAt, AVDe |Lnorg | 1

 Freeon, very stony-Cathro | | | |

 complex, 0 to 15 percent | | | |

 slopes | | | |

 | | | |

442C------------------------| |AVDe, AAt |Laorg | 1

 Haugen, very stony- | | | |

 Greenwood complex, 0 to 15| | | |

 percent slopes | | | |

 | | | |
302 Soil Survey of

Table 15.--Forest Habitat Types--Continued

____________________________________________________________________________________

 | | | |

 Map symbol and | Dominant | Codominant | Common | Region

 map unit name | habitat | habitat | habitat types |

 | type | types | |

 | | | | ____________________________________________________________________________________

 | | | |

443D------------------------| |AVDe, AAt |Laorg | 1

 Amery, very stony-Greenwood| | | |

 complex, 0 to 35 percent | | | |

 slopes | | | |

 | | | |

461A------------------------|Lfp | | |

 Bowstring muck, 0 to 1 | | | |

 percent slopes, frequently| | | |

 flooded | | | |

 | | | |

484A------------------------|Laorg | | |

 Greenwood and Beseman | | | |

 soils, 0 to 1 percent | | | |

 slopes | | | |

 | | | |

495B------------------------|PArVAm | | | 1

 Karlsborg-Grettum-Perida | | | |

 complex, 1 to 6 percent | | | |

 slopes | | | |

 | | | |

495C------------------------|PArVAm | | | 1

 Karlsborg-Grettum-Perida | | | |

 complex, 6 to 12 percent | | | |

 slopes | | | |

 | | | |

495D------------------------|PArVAm | | | 1

 Karlsborg-Grettum-Perida | | | |

 complex, 12 to 30 percent | | | |

 slopes | | | |

 | | | |

497A------------------------| |ArVRp, PArVam| | 1

 Meenon loamy sand, 0 to 3 | | | |

 percent slopes | | | |

 | | | |

515A------------------------|AVVb | | | 3

 Manitowish sandy loam, 0 to| | | |

 3 percent slopes | | | |

 | | | |

521A------------------------|Lwmin | | |

 Dody muck, 0 to 2 percent | | | |

 slopes | | | |

 | | | |

524E------------------------|ATM | | | 3

 Rock outcrop-Frogcreek- | | | |

 Metonga complex, 2 to 45 | | | |

 percent slopes, very stony| | | |

 | | | |

542B------------------------| |AAt, AVDe | | 1

 Haugen, very stony-Haugen | | | |

 complex, 2 to 6 percent | | | |

 slopes | | | |

 | | | |

542C------------------------| |AAt, AVDe | | 1

 Haugen, very stony-Haugen | | | |

 complex, 6 to 12 percent | | | |

 slopes | | | |

 | | | |

543B------------------------|ACaCi | | | 1

 Anigon silt loam, 2 to 6 | | | |

 percent slopes | | | |

 | | | |
Washburn County, Wisconsin 303

Table 15.--Forest Habitat Types--Continued

____________________________________________________________________________________

 | | | |

 Map symbol and | Dominant | Codominant | Common | Region

 map unit name | habitat | habitat | habitat types |

 | type | types | |

 | | | | ____________________________________________________________________________________

 | | | |

543C2-----------------------|ACaCi | | | 1

 Anigon silt loam, 6 to 12 | | | |

 percent slopes, eroded | | | |

 | | | |

544F------------------------|PArVAm | |PQGCe | 1

 Menahga and Mahtomedi | | | |

 soils, 30 to 45 percent | | | |

 slopes | | | |

 | | | |

555A------------------------|Lfp | | |

 Fordum silt loam, 0 to 2 | | | |

 percent slopes, frequently| | | |

 flooded | | | |

 | | | |

574B------------------------|PArVAa | | | 3

 Sayner loamy sand, 0 to 6 | | | |

 percent slopes | | | |

 | | | |

574C------------------------|PArVAa | | | 3

 Sayner loamy sand, 6 to 15 | | | |

 percent slopes | | | |

 | | | |

574E------------------------|PArVAa | | | 3

 Sayner loamy sand, 15 to 45| | | |

 percent slopes | | | |

 | | | |

579B------------------------|TMC | |ATM | 3

 Parkfalls sandy loam, 0 to | | | |

 4 percent slopes, very | | | |

 stony | | | |

 | | | |

600A. | | | |

 Haplosaprists and | | | |

 Psammaquents, 0 to 2 | | | |

 percent slopes | | | |

 | | | |

615B------------------------|AVDe | | | 1

 Cress sandy loam, 0 to 6 | | | |

 percent slopes | | | |

 | | | |

615C------------------------|AVDe | | | 1

 Cress sandy loam, 6 to 12 | | | |

 percent slopes | | | |

 | | | |

615D------------------------|AVDe | | | 1

 Cress sandy loam, 12 to 30 | | | |

 percent slopes | | | |

 | | | |

623A------------------------|Lwmin | | |

 Capitola muck, 0 to 2 | | | |

 percent slopes, very stony| | | |

 | | | |

624A------------------------|ASaI | |AAt | 1

 Ossmer silt loam, 0 to 3 | | | |

 percent slopes | | | |

 | | | |

632A------------------------| |AAt, ACaCi | | 1

 Aftad fine sandy loam, 0 to| | | |

 2 percent slopes | | | |

 | | | |
304 Soil Survey of

Table 15.--Forest Habitat Types--Continued

____________________________________________________________________________________

 | | | |

 Map symbol and | Dominant | Codominant | Common | Region

 map unit name | habitat | habitat | habitat types |

 | type | types | |

 | | | | ____________________________________________________________________________________

 | | | |

632B------------------------| |AAt, ACaCi | | 1

 Aftad fine sandy loam, 2 to| | | |

 6 percent slopes | | | |

 | | | |

632C------------------------| |AAt, ACaCi | | 1

 Aftad fine sandy loam, 6 to| | | |

 12 percent slopes | | | |

 | | | |

633F------------------------| |AVVb, ATM | | 3

 Pence and Padus soils, 30 | | | |

 to 45 percent slopes | | | |

 | | | |

648B------------------------|ACaCi | | | 1

 Sconsin silt loam, 1 to 6 | | | |

 percent slopes | | | |

 | | | |

670C------------------------|AVDe | | | 1

 Keweenaw-Pence complex, 6 | | | |

 to 15 percent slopes, | | | |

 stony | | | |

 | | | |

670E------------------------|AVDe | | | 1

 Keweenaw-Pence complex, 15 | | | |

 to 45 percent slopes, | | | |

 stony | | | |

 | | | |

671B------------------------|AVDe | |PArVAm | 1

 Spoonerhill, stony- | | | |

 Spoonerhill complex, 2 to | | | |

 6 percent slopes | | | |

 | | | |

680B------------------------|ATM | |AVVb | 3

 Stanberry-Pence complex, 2 | | | |

 to 6 percent slopes, stony| | | |

 | | | |

683A------------------------|ATM | | |

 Tipler sandy loam, 0 to 3 | | | |

 percent slopes | | | |

 | | | |

706A------------------------| |ASaI, Lfp | | 1

 Winterfield-Totagatic | | | |

 complex, 0 to 2 percent | | | |

 slopes, frequently flooded| | | |

 | | | |

724A------------------------|Lwmin | | |

 Rib-Rock outcrop complex, | | | |

 0 to 2 percent slopes | | | |

 | | | |

726B------------------------| |PArVAm, AVDe | | 1

 Sissabagama loamy sand, 0 | | | |

 to 6 percent slopes | | | |

 | | | |

733A------------------------|Lwmin | | |

 Wozny muck, 0 to 2 percent | | | |

 slopes, very stony | | | |

 | | | |

771A------------------------|PArVAm | | | 1

 Lenroot loamy sand, 0 to 3 | | | |

 percent slopes | | | |

 | | | |
Washburn County, Wisconsin 305

Table 15.--Forest Habitat Types--Continued

____________________________________________________________________________________

 | | | |

 Map symbol and | Dominant | Codominant | Common | Region

 map unit name | habitat | habitat | habitat types |

 | type | types | |

 | | | | ____________________________________________________________________________________

 | | | |

827A------------------------| |AAt, AVDe | | 1

 Scoba sandy loam, 0 to 3 | | | |

 percent slopes | | | |

 | | | |

853C------------------------| |ATM, ATAtOn |Lwmin | 3

 Frogcreek-Stinnett-Wozny | | | |

 complex, 0 to 15 percent | | | |

 slopes, very stony | | | |

 | | | |

856B------------------------| |ACaI, ATAtOn |ATM | 3

 Stinnett silt loam, 0 to 4 | | | |

 percent slopes, very stony| | | |

 | | | |

857B------------------------| |ATM, AOCa |ATD | 3

 Frogcreek silt loam, 2 to 6| | | |

 percent slopes, very stony| | | |

 | | | |

857C------------------------| |AOCa, ATM |ATD | 3

 Frogcreek silt loam, 6 to | | | |

 15 percent slopes, very | | | |

 stony | | | |

 | | | |

873B------------------------|ATM | | | 3

 Stanberry sandy loam, 1 to | | | |

 6 percent slopes, very | | | |

 stony | | | |

 | | | |

873C------------------------|ATM | | | 3

 Stanberry sandy loam, 6 to | | | |

 15 percent slopes, very | | | |

 stony | | | |

 | | | |

873D------------------------|ATM | | | 3

 Stanberry sandy loam, 15 to| | | |

 30 percent slopes, very | | | |

 stony | | | |

 | | | |

905A------------------------| |PArVAa, AVVb | | 3

 Cublake loamy sand, 0 to 3 | | | |

 percent slopes | | | |

 | | | |

926A------------------------|ArAbVC | |PArVAa | 3

 Flink loamy sand, 0 to 3 | | | |

 percent slopes | | | |

 | | | |

943D------------------------|ATM | |Laorg | 3

 Stanberry, very stony- | | | |

 Greenwood complex, 0 to 35| | | |

 percent slopes | | | |

 | | | |

948A------------------------|AAt | | | 1

 Billyboy silt loam, 0 to 3 | | | |

 percent slopes | | | |

 | | | |

970C------------------------| |AVDe, AAt |Laorg | 1

 Keweenaw, stony-Pence, | | | |

 stony-Greenwood complex, 0| | | |

 to 15 percent slopes | | | |

 | | | |

970E------------------------| |AVDe, AAt |Laorg | 1

 Keweenaw, stony-Pence, | | | |

 stony-Greenwood complex, 0| | | |

 to 45 percent slopes | | | |

 | | | |
306 Soil Survey of

Table 15.--Forest Habitat Types--Continued

____________________________________________________________________________________

 | | | |

 Map symbol and | Dominant | Codominant | Common | Region

 map unit name | habitat | habitat | habitat types |

 | type | types | |

 | | | | ____________________________________________________________________________________

 | | | |

1070C-----------------------| |AVDe, PArVAm | | 1

 Fremstadt, stony-Cress | | | |

 complex, 6 to 15 percent | | | |

 slopes | | | |

 | | | |

1070D-----------------------| |AVDe, PArVAm | | 1

 Fremstadt, stony-Cress | | | |

 complex, 15 to 30 percent | | | |

 slopes | | | |

 | | | |

1080B-----------------------| |AVDe, PArVAm | | 1

 Spoonerhill-Spoonerhill, | | | |

 stony-Cress complex, 1 to | | | |

 6 percent slopes | |AVDe, PArVAm | | 1

 | | | |

1653C-----------------------| |ATM, ATAtOn |Lwmin | 3

 Stanberry-Parkfalls-Wozny | | | |

 complex, 0 to 15 percent | | | |

 slopes, very stony | | | |

 | | | |

2015. | | | |

 Pits | | | |

 | | | |

2050. | | | |

 Landfill | | | |

 | | | |

3011A-----------------------|Lwmin | | | 1

 Barronett silt loam, 0 to 2| | | |

 percent slopes | | | |

 | | | |

3125A-----------------------|ArVRp | |PArVAm | 1

 Meehan loamy sand, 0 to 2 | | | |

 percent slopes | | | |

 | | | |

3126A-----------------------|PArVAm | | | 1

 Wurtsmith loamy sand, 0 to | | | |

 3 percent slopes | | | |

 | | | |

3276A-----------------------|ArAbVC | |PArVaAa | 3

 Au Gres loamy sand, 0 to 3 | | | |

 percent slopes | | | |

 | | | |

3312B-----------------------|ArVRp | |AVDe | 1

 Glendenning, very stony- | | | |

 Glendenning complex, 0 to | | | |

 4 percent slopes | | | |

 | | | |

3336A-----------------------|Lwmin | | |

 Fenander fine sandy loam, | | | |

 0 to 2 percent slopes | | | |

 | | | |

3403A-----------------------|Laorg | | |

 Loxley, Beseman, and Dawson| | | |

 soils, 0 to 1 percent | | | |

 slopes | | | |

 | | | |

3424C-----------------------| |ATM, ATAtOn | | 3

 Frogcreek-Magroc-Stinnett | | | |

 complex, 0 to 15 percent | | | |

 slopes, very stony, rocky | | | |

 | | | |
Washburn County, Wisconsin 307

Table 15.--Forest Habitat Types--Continued

____________________________________________________________________________________

 | | | |

 Map symbol and | Dominant | Codominant | Common | Region

 map unit name | habitat | habitat | habitat types |

 | type | types | |

 | | | | ____________________________________________________________________________________

 | | | |

3446A-----------------------|Lwmin | | |

 Newson muck, 0 to 2 percent| | | |

 slopes | | | |

 | | | |

3448B-----------------------|PArVAm | | | 1

 Grettum loamy sand, 0 to 6 | | | |

 percent slopes | | | |

 | | | |

3448C-----------------------|PArVAm | | | 1

 Grettum loamy sand, 6 to 12| | | |

 percent slopes | | | |

 | | | |

3516A-----------------------| |PArVAm, AVDe | | 1

 Slimlake sandy loam, 0 to 3| | | |

 percent slopes | | | |

 | | | |

3629B-----------------------|PArVAm | | | 1

 Perida loamy sand, 0 to 4 | | | |

 percent slopes | | | |

 | | | |

M-W. | | | |

 Miscellaneous water | | | |

 | | | |

W. | | | |

 Water | | | |

 | | | | ____________________________________________________________________________________
308 Soil Survey of

Table 16a.--Recreational Development

(The information in this table indicates the dominant soil condition but does not eliminate the

 need for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The

 larger the value, the greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further explanation of ratings in

 this table)

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3A: | | | | | |

 Totagatic-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Flooding |1.00 | Ponding |1.00 | Flooding |1.00

 | Ponding |1.00 | Flooding |0.40 | Ponding |1.00

 | | | | | |

 Bowstring-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Flooding |1.00 | Content of |1.00 | Content of |1.00

 | Content of |1.00 | organic matter | | organic matter |

 | organic matter | | Ponding |1.00 | Flooding |1.00

 | Ponding |1.00 | Flooding |0.40 | Ponding |1.00

 | | | | | |

 Ausable-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Flooding |1.00 | Ponding |1.00 | Flooding |1.00

 | Ponding |1.00 | Flooding |0.40 | Ponding |1.00

 | | | | | |

22A: | | | | | |

 Comstock------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

24A: | | | | | |

 Poskin--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

27A: | | | | | |

 Scott Lake----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Gravel content |0.04

 | | | | | |

28B: | | | | | |

 Haugen, very stony--|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Restricted |0.60 | Restricted |0.60 | Restricted |0.60

 | permeability | | permeability | | permeability |

 | Too stony |0.50 | Too stony |0.50 | Slope |0.50

 | Depth to |0.39 | Depth to |0.19 | Too stony |0.50

 | saturated zone | | saturated zone | | Depth to |0.39

 | | | | | saturated zone |

 | | | | | Gravel content |0.05

 | | | | | |

 Haugen--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Restricted |0.60 | Restricted |0.60 | Restricted |0.60

 | permeability | | permeability | | permeability |

 | Depth to |0.39 | Depth to |0.19 | Slope |0.50

 | saturated zone | | saturated zone | | Depth to |0.39

 | | | | | saturated zone |

 | | | | | Gravel content |0.05

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |
Washburn County, Wisconsin 309

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

28B: | | | | | |

 Rosholt, very stony |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too stony |0.50 | Too stony |0.50 | Slope |0.50

 | | | | | Too stony |0.50

 | | | | | Gravel content |0.03

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Rosholt-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Gravel content |0.04

 | | | | | |

28C: | | | | | |

 Haugen, very stony--|Somewhat limited | |Somewhat limited | |Very limited |

 | Restricted |0.60 | Restricted |0.60 | Slope |1.00

 | permeability | | permeability | | Restricted |0.60

 | Too stony |0.50 | Too stony |0.50 | permeability |

 | Depth to |0.39 | Depth to |0.19 | Too stony |0.50

 | saturated zone | | saturated zone | | Depth to |0.39

 | Slope |0.04 | Slope |0.04 | saturated zone |

 | | | | | Gravel content |0.05

 | | | | | |

 Haugen--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Restricted |0.60 | Restricted |0.60 | Slope |1.00

 | permeability | | permeability | | Restricted |0.60

 | Depth to |0.39 | Depth to |0.19 | permeability |

 | saturated zone | | saturated zone | | Depth to |0.39

 | Slope |0.04 | Slope |0.04 | saturated zone |

 | | | | | Gravel content |0.05

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Rosholt, very stony |Somewhat limited | |Somewhat limited | |Very limited |

 | Too stony |0.50 | Too stony |0.50 | Slope |1.00

 | Slope |0.04 | Slope |0.04 | Too stony |0.50

 | | | | | Gravel content |0.03

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Rosholt-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | Gravel content |0.04

 | | | | | |

33B: | | | | | |

 Chetek--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Gravel content |0.02

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

33C: | | | | | |

 Chetek--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | Gravel content |0.02

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

38A: | | | | | |

 Rosholt-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Gravel content |0.04

 | | | | | |
310 Soil Survey of

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

38B: | | | | | |

 Rosholt-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Gravel content |0.04

 | | | | | |

38C: | | | | | |

 Rosholt-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | Gravel content |0.04

 | | | | | |

38D: | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Gravel content |0.04

 | | | | | |

42D: | | | | | |

 Amery---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | Restricted |0.21 | Restricted |0.21 | Restricted |0.21

 | permeability | | permeability | | permeability |

 | | | | | Gravel content |0.05

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

43B: | | | | | |

 Antigo--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | |

43C: | | | | | |

 Antigo--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

43D: | | | | | |

 Antigo--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

48A: | | | | | |

 Brill---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |0.75 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

63A: | | | | | |

 Crystal Lake--------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.39 | Restricted |0.21 | Depth to |0.39

 | saturated zone | | permeability | | saturated zone |

 | Restricted |0.21 | Depth to |0.19 | Restricted |0.21

 | permeability | | saturated zone | | permeability |

 | | | | | |

63B: | | | | | |

 Crystal Lake--------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.39 | Restricted |0.21 | Slope |0.50

 | saturated zone | | permeability | | Depth to |0.39

 | Restricted |0.21 | Depth to |0.19 | saturated zone |

 | permeability | | saturated zone | | Restricted |0.21

 | | | | | permeability |

 | | | | | |
Washburn County, Wisconsin 311

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

63C: | | | | | |

 Crystal Lake--------|Somewhat limited | |Somewhat limited | |Very limited |

 | Depth to |0.39 | Restricted |0.21 | Slope |1.00

 | saturated zone | | permeability | | Depth to |0.39

 | Restricted |0.21 | Depth to |0.19 | saturated zone |

 | permeability | | saturated zone | | Restricted |0.21

 | Slope |0.04 | Slope |0.04 | permeability |

 | | | | | |

63E: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Restricted |0.21 | Restricted |0.21 | Restricted |0.21

 | permeability | | permeability | | permeability |

 | | | | | |

64A: | | | | | |

 Totagatic-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Flooding |1.00 | Ponding |1.00 | Flooding |1.00

 | Ponding |1.00 | Flooding |0.40 | Ponding |1.00

 | | | | | |

 Winterfield---------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Flooding |1.00 | Too sandy |0.79 | Flooding |1.00

 | Too sandy |0.79 | Flooding |0.40 | Too sandy |0.79

 | | | | | |

69B: | | | | | |

 Keweenaw------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.76 | Too sandy |0.76 | Too sandy |0.76

 | | | | | Slope |0.50

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Sayner--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.87 | Too sandy |0.87 | Too sandy |0.87

 | | | | | Slope |0.50

 | | | | | Content of large |0.05

 | | | | | stones |

 | | | | | Gravel content |0.02

 | | | | | |

 Vilas---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.87 | Too sandy |0.87 | Too sandy |0.87

 | | | | | Slope |0.50

 | | | | | Gravel content |0.04

 | | | | | |

69C: | | | | | |

 Keweenaw------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.76 | Too sandy |0.76 | Slope |1.00

 | Slope |0.16 | Slope |0.16 | Too sandy |0.76

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Sayner--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.87 | Too sandy |0.87 | Slope |1.00

 | Slope |0.16 | Slope |0.16 | Too sandy |0.87

 | | | | | Content of large |0.05

 | | | | | stones |

 | | | | | Gravel content |0.02

 | | | | | |
312 Soil Survey of

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

69C: | | | | | |

 Vilas---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.87 | Too sandy |0.87 | Slope |1.00

 | Slope |0.16 | Slope |0.16 | Too sandy |0.87

 | | | | | Gravel content |0.04

 | | | | | |

69E: | | | | | |

 Keweenaw------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too sandy |0.76 | Too sandy |0.76 | Too sandy |0.76

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Sayner--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too sandy |0.87 | Too sandy |0.87 | Too sandy |0.87

 | | | | | Content of large |0.05

 | | | | | stones |

 | | | | | Gravel content |0.02

 | | | | | |

 Vilas---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too sandy |0.87 | Too sandy |0.87 | Too sandy |0.87

 | | | | | Gravel content |0.04

 | | | | | |

74B: | | | | | |

 Vilas---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.87 | Too sandy |0.87 | Too sandy |0.87

 | | | | | Slope |0.12

 | | | | | Gravel content |0.06

 | | | | | |

74C: | | | | | |

 Vilas---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.87 | Too sandy |0.87 | Slope |1.00

 | Slope |0.37 | Slope |0.37 | Too sandy |0.87

 | | | | | Gravel content |0.06

 | | | | | |

74D: | | | | | |

 Vilas---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too sandy |0.87 | Too sandy |0.87 | Too sandy |0.87

 | | | | | Gravel content |0.06

 | | | | | |

100B: | | | | | |

 Menahga-------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | Slope |0.12

 | | | | | |

100C: | | | | | |

 Menahga-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

100D: | | | | | |

 Menahga-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |
Washburn County, Wisconsin 313

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

127D: | | | | | |

 Amery---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | Restricted |0.21 | Restricted |0.21 | Restricted |0.21

 | permeability | | permeability | | permeability |

 | | | | | Gravel content |0.05

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | | | | | Gravel content |0.03

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

127E: | | | | | |

 Amery---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | Restricted |0.21 | Restricted |0.21 | Restricted |0.21

 | permeability | | permeability | | permeability |

 | | | | | Gravel content |0.05

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | | | | | Gravel content |0.03

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

156B: | | | | | |

 Magnor, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | Restricted |0.43 | Restricted |0.43 | Restricted |0.43

 | permeability | | permeability | | permeability |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Magnor--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Restricted |0.43 | Restricted |0.43 | Restricted |0.43

 | permeability | | permeability | | permeability |

 | | | | | |

157B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | Slope |0.50

 | Restricted |0.43 | Restricted |0.43 | Too stony |0.50

 | permeability | | permeability | | Restricted |0.43

 | | | | | permeability |

 | | | | | |
314 Soil Survey of

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

157B: | | | | | |

 Freeon--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Restricted |0.43 | Restricted |0.43 | Slope |0.50

 | permeability | | permeability | | Restricted |0.43

 | | | | | permeability |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

157C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | Slope |1.00

 | Restricted |0.43 | Restricted |0.43 | Too stony |0.50

 | permeability | | permeability | | Restricted |0.43

 | Slope |0.04 | Slope |0.04 | permeability |

 | | | | | |

 Freeon--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Restricted |0.43 | Restricted |0.43 | Slope |1.00

 | permeability | | permeability | | Restricted |0.43

 | Slope |0.04 | Slope |0.04 | permeability |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

160A: | | | | | |

 Oesterle------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

182B: | | | | | |

 Padus---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.12

 | | | | | Gravel content |0.02

 | | | | | |

182C: | | | | | |

 Padus---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | Gravel content |0.02

 | | | | | |

192A: | | | | | |

 Worcester-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Gravel content |0.02

 | | | | | |

193A: | | | | | |

 Minocqua------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

215B: | | | | | |

 Pence---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.12

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | Gravel content |0.01

 | | | | | |
Washburn County, Wisconsin 315

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

215C: | | | | | |

 Pence---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | Gravel content |0.01

 | | | | | |

215D: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | Gravel content |0.01

 | | | | | |

315A: | | | | | |

 Rib-----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

337A: | | | | | |

 Plover--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Restricted |0.60 | Restricted |0.60 | Restricted |0.60

 | permeability | | permeability | | permeability |

 | | | | | |

368B: | | | | | |

 Mahtomedi-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.72 | Too sandy |0.72 | Too sandy |0.72

 | | | | | Slope |0.50

 | | | | | Gravel content |0.04

 | | | | | |

 Cress---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | |

368C: | | | | | |

 Mahtomedi-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.72 | Too sandy |0.72 | Slope |1.00

 | Slope |0.04 | Slope |0.04 | Too sandy |0.72

 | | | | | Gravel content |0.04

 | | | | | |

 Cress---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

368D: | | | | | |

 Mahtomedi-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too sandy |0.72 | Too sandy |0.72 | Too sandy |0.72

 | | | | | Gravel content |0.04

 | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

371A: | | | | | |

 Croswell------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.87 | Too sandy |0.87 | Too sandy |0.87

 | Depth to |0.39 | Depth to |0.19 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Gravel content |0.06

 | | | | | |
316 Soil Survey of

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

380B: | | | | | |

 Cress---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | |

 Rosholt-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Gravel content |0.04

 | | | | | |

380C: | | | | | |

 Cress---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

 Rosholt-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | Gravel content |0.04

 | | | | | |

380D: | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Gravel content |0.04

 | | | | | |

383B: | | | | | |

 Mahtomedi-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.72 | Too sandy |0.72 | Too sandy |0.72

 | | | | | Slope |0.12

 | | | | | Gravel content |0.04

 | | | | | |

383C: | | | | | |

 Mahtomedi-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.72 | Too sandy |0.72 | Slope |1.00

 | Slope |0.04 | Slope |0.04 | Too sandy |0.72

 | | | | | Gravel content |0.04

 | | | | | |

383D: | | | | | |

 Mahtomedi-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too sandy |0.72 | Too sandy |0.72 | Too sandy |0.72

 | | | | | Gravel content |0.04

 | | | | | |

396B: | | | | | |

 Friendship----------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | |

 Wurtsmith-----------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | Depth to |0.39 | Depth to |0.19 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Gravel content |0.06

 | | | | | |

 Grayling------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | Slope |0.12

 | | | | | |

397A: | | | | | |

 Perchlake-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too sandy |0.96 | Too sandy |0.96 | Too sandy |0.96

 | | | | | |
Washburn County, Wisconsin 317

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

399B: | | | | | |

 Grayling------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | Slope |0.12

 | | | | | |

399C: | | | | | |

 Grayling------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | Slope |0.04 | Slope |0.04 | Too sandy |1.00

 | | | | | |

399D: | | | | | |

 Grayling------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | Slope |1.00 | Slope |1.00 | Too sandy |1.00

 | | | | | |

405A: | | | | | |

 Lupton--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Tawas---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

406A: | | | | | |

 Loxley--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

407A: | | | | | |

 Seelyeville---------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Markey--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |
318 Soil Survey of

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

410A: | | | | | |

 Seelyeville---------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

412A: | | | | | |

 Rifle---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Tacoosh-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

415A: | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

439B: | | | | | |

 Graycalm------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.30 | Too sandy |0.30 | Too sandy |0.30

 | | | | | Slope |0.12

 | | | | | |

 Menahga-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.12

 | | | | | |

439C: | | | | | |

 Graycalm------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.30 | Too sandy |0.30 | Slope |1.00

 | Slope |0.04 | Slope |0.04 | Too sandy |0.30

 | | | | | |

 Menahga-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

439D: | | | | | |

 Graycalm------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too sandy |0.30 | Too sandy |0.30 | Too sandy |0.30

 | | | | | |

 Menahga-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |
Washburn County, Wisconsin 319

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

441C: | | | | | |

 Freeon--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | Slope |1.00

 | Restricted |0.43 | Restricted |0.43 | Too stony |0.50

 | permeability | | permeability | | Restricted |0.43

 | Slope |0.37 | Slope |0.37 | permeability |

 | | | | | |

 Cathro--------------|Not rated | |Not rated | |Not rated |

 | | | | | |

442C: | | | | | |

 Haugen--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Restricted |0.60 | Restricted |0.60 | Slope |1.00

 | permeability | | permeability | | Restricted |0.60

 | Too stony |0.50 | Too stony |0.50 | permeability |

 | Depth to |0.39 | Depth to |0.19 | Too stony |0.50

 | saturated zone | | saturated zone | | Depth to |0.39

 | | | | | saturated zone |

 | | | | | Gravel content |0.05

 | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

443D: | | | | | |

 Amery---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | Restricted |0.21 | Restricted |0.21 | Restricted |0.21

 | permeability | | permeability | | permeability |

 | | | | | Gravel content |0.05

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

461A: | | | | | |

 Bowstring-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Flooding |1.00 | Content of |1.00 | Content of |1.00

 | Content of |1.00 | organic matter | | organic matter |

 | organic matter | | Ponding |1.00 | Flooding |1.00

 | Ponding |1.00 | Flooding |0.40 | Ponding |1.00

 | | | | | |

484A: | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |
320 Soil Survey of

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

484A: | | | | | |

 Beseman-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Restricted |0.21 | Restricted |0.21 | Restricted |0.21

 | permeability | | permeability | | permeability |

 | | | | | |

495B: | | | | | |

 Karlsborg-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.98 | Restricted |0.98 | Depth to |0.98

 | saturated zone | | permeability | | saturated zone |

 | Restricted |0.98 | Too sandy |0.81 | Restricted |0.98

 | permeability | | Depth to |0.75 | permeability |

 | Too sandy |0.81 | saturated zone | | Too sandy |0.81

 | | | | | Slope |0.50

 | | | | | |

 Grettum-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.81 | Too sandy |0.81 | Too sandy |0.81

 | | | | | Slope |0.50

 | | | | | |

 Perida--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.81 | Too sandy |0.81 | Too sandy |0.81

 | | | | | Slope |0.50

 | | | | | |

495C: | | | | | |

 Karlsborg-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Depth to |0.98 | Restricted |0.98 | Slope |1.00

 | saturated zone | | permeability | | Depth to |0.98

 | Restricted |0.98 | Too sandy |0.81 | saturated zone |

 | permeability | | Depth to |0.75 | Restricted |0.98

 | Too sandy |0.81 | saturated zone | | permeability |

 | Slope |0.04 | Slope |0.04 | Too sandy |0.81

 | | | | | |

 Grettum-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.81 | Too sandy |0.81 | Slope |1.00

 | Slope |0.04 | Slope |0.04 | Too sandy |0.81

 | | | | | |

 Perida--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.81 | Too sandy |0.81 | Slope |1.00

 | Slope |0.04 | Slope |0.04 | Too sandy |0.81

 | | | | | |

495D: | | | | | |

 Karlsborg-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to |0.98 | Restricted |0.98 | Depth to |0.98

 | saturated zone | | permeability | | saturated zone |

 | Restricted |0.98 | Too sandy |0.81 | Restricted |0.98

 | permeability | | Depth to |0.75 | permeability |

 | Too sandy |0.81 | saturated zone | | Too sandy |0.81

 | | | | | |

 Grettum-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too sandy |0.81 | Too sandy |0.81 | Too sandy |0.81

 | | | | | |

 Perida--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too sandy |0.81 | Too sandy |0.81 | Too sandy |0.81

 | | | | | |
Washburn County, Wisconsin 321

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

497A: | | | | | |

 Meenon--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Restricted |1.00 | Restricted |1.00 | Restricted |1.00

 | permeability | | permeability | | permeability |

 | Too sandy |0.81 | Too sandy |0.81 | Too sandy |0.81

 | | | | | Gravel content |0.06

 | | | | | |

515A: | | | | | |

 Manitowish----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | Gravel content |0.01

 | | | | | |

521A: | | | | | |

 Dody----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Restricted |0.98 | Restricted |0.98 | Restricted |0.98

 | permeability | | permeability | | permeability |

 | | | | | |

524E: | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Frogcreek-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | Slope |1.00

 | Restricted |0.21 | Restricted |0.21 | Too stony |0.50

 | permeability | | permeability | | Restricted |0.21

 | | | | | permeability |

 | | | | | |

 Metonga-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too stony |0.47 | Too stony |0.47 | Too stony |0.47

 | | | | | Depth to bedrock |0.42

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

542B: | | | | | |

 Haugen, very stony--|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Restricted |0.60 | Restricted |0.60 | Restricted |0.60

 | permeability | | permeability | | permeability |

 | Too stony |0.50 | Too stony |0.50 | Slope |0.50

 | Depth to |0.39 | Depth to |0.19 | Too stony |0.50

 | saturated zone | | saturated zone | | Depth to |0.39

 | | | | | saturated zone |

 | | | | | Gravel content |0.05

 | | | | | |

 Haugen--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Restricted |0.60 | Restricted |0.60 | Restricted |0.60

 | permeability | | permeability | | permeability |

 | Depth to |0.39 | Depth to |0.19 | Slope |0.50

 | saturated zone | | saturated zone | | Depth to |0.39

 | | | | | saturated zone |

 | | | | | Gravel content |0.05

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |
322 Soil Survey of

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

542C: | | | | | |

 Haugen, very stony--|Somewhat limited | |Somewhat limited | |Very limited |

 | Restricted |0.60 | Restricted |0.60 | Slope |1.00

 | permeability | | permeability | | Restricted |0.60

 | Too stony |0.50 | Too stony |0.50 | permeability |

 | Depth to |0.39 | Depth to |0.19 | Too stony |0.50

 | saturated zone | | saturated zone | | Depth to |0.39

 | Slope |0.04 | Slope |0.04 | saturated zone |

 | | | | | Gravel content |0.05

 | | | | | |

 Haugen--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Restricted |0.60 | Restricted |0.60 | Slope |1.00

 | permeability | | permeability | | Restricted |0.60

 | Depth to |0.39 | Depth to |0.19 | permeability |

 | saturated zone | | saturated zone | | Depth to |0.39

 | Slope |0.04 | Slope |0.04 | saturated zone |

 | | | | | Gravel content |0.05

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

543B: | | | | | |

 Anigon--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | |

543C2: | | | | | |

 Anigon--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

544F: | | | | | |

 Menahga-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Mahtomedi-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too sandy |0.72 | Too sandy |0.72 | Too sandy |0.72

 | | | | | Gravel content |0.04

 | | | | | |

555A: | | | | | |

 Fordum--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Flooding |1.00 | Ponding |1.00 | Flooding |1.00

 | Ponding |1.00 | Flooding |0.40 | Ponding |1.00

 | | | | | Gravel content |0.04

 | | | | | |

574B: | | | | | |

 Sayner--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.87 | Too sandy |0.87 | Too sandy |0.87

 | | | | | Slope |0.12

 | | | | | Gravel content |0.02

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

574C: | | | | | |

 Sayner--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.87 | Too sandy |0.87 | Slope |1.00

 | Slope |0.37 | Slope |0.37 | Too sandy |0.87

 | | | | | Gravel content |0.02

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |
Washburn County, Wisconsin 323

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

574E: | | | | | |

 Sayner--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too sandy |0.87 | Too sandy |0.87 | Too sandy |0.87

 | | | | | Gravel content |0.02

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

579B: | | | | | |

 Parkfalls-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | Restricted |0.21 | Restricted |0.21 | Restricted |0.21

 | permeability | | permeability | | permeability |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

600A: | | | | | |

 Haplosaprists-------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Psammaquents--------|Not rated | |Not rated | |Not rated |

 | | | | | |

615B: | | | | | |

 Cress---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.12

 | | | | | |

615C: | | | | | |

 Cress---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

615D: | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

623A: | | | | | |

 Capitola------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | | | | | |

624A: | | | | | |

 Ossmer--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

632A: | | | | | |

 Aftad---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |0.19 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

632B: | | | | | |

 Aftad---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |0.19 | Slope |0.50

 | saturated zone | | saturated zone | | Depth to |0.39

 | | | | | saturated zone |

 | | | | | |
324 Soil Survey of

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

632C: | | | | | |

 Aftad---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Depth to |0.39 | Depth to |0.19 | Slope |1.00

 | saturated zone | | saturated zone | | Depth to |0.39

 | Slope |0.04 | Slope |0.04 | saturated zone |

 | | | | | |

633F: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | Gravel content |0.01

 | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Gravel content |0.02

 | | | | | |

648B: | | | | | |

 Sconsin-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |0.75 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Slope |0.50

 | | | | | |

670C: | | | | | |

 Keweenaw------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Pence---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | Content of large |0.05

 | | | | | stones |

 | | | | | Gravel content |0.01

 | | | | | |

670E: | | | | | |

 Keweenaw------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Content of large |0.05

 | | | | | stones |

 | | | | | Gravel content |0.01

 | | | | | |

671B: | | | | | |

 Spoonerhill, stony--|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.39 | Restricted |0.21 | Slope |0.50

 | saturated zone | | permeability | | Depth to |0.39

 | Restricted |0.21 | Depth to |0.19 | saturated zone |

 | permeability | | saturated zone | | Restricted |0.21

 | | | | | permeability |

 | | | | | Content of large |0.05

 | | | | | stones |

 | | | | | Gravel content |0.02

 | | | | | |
Washburn County, Wisconsin 325

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

671B: | | | | | |

 Spoonerhill---------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.39 | Restricted |0.21 | Slope |0.50

 | saturated zone | | permeability | | Depth to |0.39

 | Restricted |0.21 | Depth to |0.19 | saturated zone |

 | permeability | | saturated zone | | Restricted |0.21

 | | | | | permeability |

 | | | | | Gravel content |0.02

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

680B: | | | | | |

 Stanberry, stony----|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too stony |0.50 | Too stony |0.50 | Slope |0.50

 | Depth to |0.39 | Restricted |0.21 | Too stony |0.50

 | saturated zone | | permeability | | Depth to |0.39

 | Restricted |0.21 | Depth to |0.19 | saturated zone |

 | permeability | | saturated zone | | Restricted |0.21

 | | | | | permeability |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Pence, stony--------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too stony |0.50 | Too stony |0.50 | Slope |0.50

 | | | | | Too stony |0.50

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | Gravel content |0.01

 | | | | | |

683A: | | | | | |

 Tipler--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Gravel content |0.02

 | | | | | |

706A: | | | | | |

 Winterfield---------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Flooding |1.00 | Flooding |0.40 | Flooding |1.00

 | | | | | |

 Totagatic-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Flooding |1.00 | Ponding |1.00 | Flooding |1.00

 | Ponding |1.00 | Flooding |0.40 | Ponding |1.00

 | | | | | |

724A: | | | | | |

 Rib-----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

726B: | | | | | |

 Sissabagama---------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.81 | Too sandy |0.81 | Too sandy |0.81

 | | | | | Slope |0.12

 | | | | | |
326 Soil Survey of

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

733A: | | | | | |

 Wozny---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | Restricted |0.21 | Restricted |0.21 | Restricted |0.21

 | permeability | | permeability | | permeability |

 | | | | | |

771A: | | | | | |

 Lenroot-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.72 | Too sandy |0.72 | Too sandy |0.72

 | Depth to |0.39 | Depth to |0.19 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Gravel content |0.06

 | | | | | |

827A: | | | | | |

 Scoba---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |0.19 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Gravel content |0.04

 | | | | | |

853C: | | | | | |

 Frogcreek-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | Slope |1.00

 | Restricted |0.21 | Restricted |0.21 | Too stony |0.50

 | permeability | | permeability | | Restricted |0.21

 | | | | | permeability |

 | | | | | |

 Stinnett------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | Restricted |0.21 | Restricted |0.21 | Restricted |0.21

 | permeability | | permeability | | permeability |

 | | | | | |

 Wozny---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | Restricted |0.21 | Restricted |0.21 | Restricted |0.21

 | permeability | | permeability | | permeability |

 | | | | | |

856B: | | | | | |

 Stinnett------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | Restricted |0.21 | Restricted |0.21 | Restricted |0.21

 | permeability | | permeability | | permeability |

 | | | | | |
Washburn County, Wisconsin 327

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

857B: | | | | | |

 Frogcreek-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | Slope |0.50

 | Restricted |0.21 | Restricted |0.21 | Too stony |0.50

 | permeability | | permeability | | Restricted |0.21

 | | | | | permeability |

 | | | | | |

857C: | | | | | |

 Frogcreek-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | Slope |1.00

 | Restricted |0.21 | Restricted |0.21 | Too stony |0.50

 | permeability | | permeability | | Restricted |0.21

 | Slope |0.16 | Slope |0.16 | permeability |

 | | | | | |

873B: | | | | | |

 Stanberry-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too stony |0.50 | Too stony |0.50 | Slope |0.50

 | Depth to |0.39 | Restricted |0.21 | Too stony |0.50

 | saturated zone | | permeability | | Depth to |0.39

 | Restricted |0.21 | Depth to |0.19 | saturated zone |

 | permeability | | saturated zone | | Restricted |0.21

 | | | | | permeability |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

873C: | | | | | |

 Stanberry-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too stony |0.50 | Too stony |0.50 | Slope |1.00

 | Depth to |0.39 | Slope |0.37 | Too stony |0.50

 | saturated zone | | Restricted |0.21 | Depth to |0.39

 | Slope |0.37 | permeability | | saturated zone |

 | Restricted |0.21 | Depth to |0.19 | Restricted |0.21

 | permeability | | saturated zone | | permeability |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

873D: | | | | | |

 Stanberry-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | Depth to |0.39 | Restricted |0.21 | Depth to |0.39

 | saturated zone | | permeability | | saturated zone |

 | Restricted |0.21 | Depth to |0.19 | Restricted |0.21

 | permeability | | saturated zone | | permeability |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

905A: | | | | | |

 Cublake-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.50 | Too sandy |0.50 | Too sandy |0.50

 | | | | | Gravel content |0.06

 | | | | | |

926A: | | | | | |

 Flink---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too sandy |0.50 | Too sandy |0.50 | Too sandy |0.50

 | | | | | |
328 Soil Survey of

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

943D: | | | | | |

 Stanberry-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | Depth to |0.39 | Restricted |0.21 | Depth to |0.39

 | saturated zone | | permeability | | saturated zone |

 | Restricted |0.21 | Depth to |0.19 | Restricted |0.21

 | permeability | | saturated zone | | permeability |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

948A: | | | | | |

 Billyboy------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |0.75 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

970C: | | | | | |

 Keweenaw------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Pence---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too stony |0.50 | Too stony |0.50 | Slope |1.00

 | Slope |0.37 | Slope |0.37 | Too stony |0.50

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | Gravel content |0.01

 | | | | | |

 Greenwood-----------|Not rated | |Not rated | |Not rated |

 | | | | | |

970E: | | | | | |

 Keweenaw------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | Gravel content |0.01

 | | | | | |

 Greenwood-----------|Not rated | |Not rated | |Not rated |

 | | | | | |

1070C: | | | | | |

 Fremstadt-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.16 | Slope |0.16 | Slope |1.00

 | | | | | Gravel content |0.43

 | | | | | |

 Cress---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |
Washburn County, Wisconsin 329

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

1070D: | | | | | |

 Fremstadt-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Gravel content |0.43

 | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

1080B: | | | | | |

 Spoonerhill---------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.39 | Restricted |0.21 | Slope |0.50

 | saturated zone | | permeability | | Depth to |0.39

 | Restricted |0.21 | Depth to |0.19 | saturated zone |

 | permeability | | saturated zone | | Restricted |0.21

 | | | | | permeability |

 | | | | | Gravel content |0.02

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Spoonerhill, stony--|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.39 | Restricted |0.21 | Slope |0.50

 | saturated zone | | permeability | | Depth to |0.39

 | Restricted |0.21 | Depth to |0.19 | saturated zone |

 | permeability | | saturated zone | | Restricted |0.21

 | | | | | permeability |

 | | | | | Content of large |0.05

 | | | | | stones |

 | | | | | Gravel content |0.02

 | | | | | |

 Cress---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.12

 | | | | | |

1653C: | | | | | |

 Stanberry-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too stony |0.50 | Too stony |0.50 | Slope |1.00

 | Depth to |0.39 | Restricted |0.21 | Too stony |0.50

 | saturated zone | | permeability | | Depth to |0.39

 | Restricted |0.21 | Depth to |0.19 | saturated zone |

 | permeability | | saturated zone | | Restricted |0.21

 | Slope |0.04 | Slope |0.04 | permeability |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Parkfalls-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | Restricted |0.21 | Restricted |0.21 | Restricted |0.21

 | permeability | | permeability | | permeability |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Wozny---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | Restricted |0.21 | Restricted |0.21 | Restricted |0.21

 | permeability | | permeability | | permeability |

 | | | | | |
330 Soil Survey of

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

2015: | | | | | |

 Pits----------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2050: | | | | | |

 Landfill------------|Not rated | |Not rated | |Not rated |

 | | | | | |

3011A: | | | | | |

 Barronett-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Restricted |0.21 | Restricted |0.21 | Restricted |0.21

 | permeability | | permeability | | permeability |

 | | | | | |

3125A: | | | | | |

 Meehan--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too sandy |0.81 | Too sandy |0.81 | Too sandy |0.81

 | | | | | |

3126A: | | | | | |

 Wurtsmith-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.60 | Too sandy |0.60 | Too sandy |0.60

 | Depth to |0.39 | Depth to |0.19 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Gravel content |0.06

 | | | | | |

3276A: | | | | | |

 Au Gres-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

3312B: | | | | | |

 Glendenning, very | | | | | |

 stony--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | Restricted |0.21 | Restricted |0.21 | Restricted |0.21

 | permeability | | permeability | | permeability |

 | | | | | Gravel content |0.05

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Glendenning---------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Restricted |0.21 | Restricted |0.21 | Restricted |0.21

 | permeability | | permeability | | permeability |

 | | | | | Gravel content |0.06

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

3336A: | | | | | |

 Fenander------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Restricted |0.21 | Restricted |0.21 | Restricted |0.21

 | permeability | | permeability | | permeability |

 | | | | | |
Washburn County, Wisconsin 331

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3403A: | | | | | |

 Loxley--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Beseman-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Restricted |0.21 | Restricted |0.21 | Restricted |0.21

 | permeability | | permeability | | permeability |

 | | | | | |

 Dawson--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

3424C: | | | | | |

 Frogcreek-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | Slope |1.00

 | Restricted |0.21 | Restricted |0.21 | Too stony |0.50

 | permeability | | permeability | | Restricted |0.21

 | | | | | permeability |

 | | | | | |

 Magroc--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | Gravel content |0.02

 | | | | | |

 Stinnett------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | Restricted |0.21 | Restricted |0.21 | Restricted |0.21

 | permeability | | permeability | | permeability |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

3446A: | | | | | |

 Newson--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

3448B: | | | | | |

 Grettum-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.81 | Too sandy |0.81 | Too sandy |0.81

 | | | | | Slope |0.12

 | | | | | |
332 Soil Survey of

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3448C: | | | | | |

 Grettum-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.81 | Too sandy |0.81 | Slope |1.00

 | Slope |0.04 | Slope |0.04 | Too sandy |0.81

 | | | | | |

3516A: | | | | | |

 Slimlake------------|Not limited | |Not limited | |Not limited |

 | | | | | |

3629B: | | | | | |

 Perida--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.81 | Too sandy |0.81 | Too sandy |0.81

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
Washburn County, Wisconsin 333

Table 16b.--Recreational Development

(The information in this table indicates the dominant soil condition but does not eliminate the

 need for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The

 larger the value, the greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further explanation of ratings in

 this table)

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3A: | | | | | |

 Totagatic-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Ponding |1.00 | Ponding |1.00 | saturated zone |

 | Flooding |0.40 | Flooding |0.40 | Ponding |1.00

 | | | | | |

 Bowstring-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Content of |1.00

 | Content of |1.00 | Content of |1.00 | organic matter |

 | organic matter | | organic matter | | Depth to |1.00

 | Ponding |1.00 | Ponding |1.00 | saturated zone |

 | Flooding |0.40 | Flooding |0.40 | Ponding |1.00

 | | | | | |

 Ausable-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Ponding |1.00 | Ponding |1.00 | saturated zone |

 | Flooding |0.40 | Flooding |0.40 | Ponding |1.00

 | | | | | |

22A: | | | | | |

 Comstock------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

24A: | | | | | |

 Poskin--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

27A: | | | | | |

 Scott Lake----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.01

 | | | | | |

28B: | | | | | |

 Haugen, very stony--|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too stony |0.50 | Too stony |0.50 | Depth to |0.19

 | | | | | saturated zone |

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Haugen--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Rosholt, very stony |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too stony |0.50 | Too stony |0.50 | Droughty |0.02

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |
334 Soil Survey of

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

28B: | | | | | |

 Rosholt-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.01

 | | | | | |

28C: | | | | | |

 Haugen, very stony--|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too stony |0.50 | Too stony |0.50 | Depth to |0.19

 | | | | | saturated zone |

 | | | | | Slope |0.04

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Haugen--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | Slope |0.04

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Rosholt, very stony |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too stony |0.50 | Too stony |0.50 | Slope |0.04

 | | | | | Droughty |0.02

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Rosholt-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.04

 | | | | | Droughty |0.01

 | | | | | |

33B: | | | | | |

 Chetek--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.61

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

33C: | | | | | |

 Chetek--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.61

 | | | | | Slope |0.04

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

38A: | | | | | |

 Rosholt-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.01

 | | | | | |

38B: | | | | | |

 Rosholt-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.01

 | | | | | |

38C: | | | | | |

 Rosholt-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.04

 | | | | | Droughty |0.01

 | | | | | |

38D: | | | | | |

 Rosholt-------------|Somewhat limited | |Not limited | |Very limited |

 | Slope |0.02 | | | Slope |1.00

 | | | | | Droughty |0.01

 | | | | | |
Washburn County, Wisconsin 335

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

42D: | | | | | |

 Amery---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too stony |0.50 | Too stony |0.50 | Slope |1.00

 | Slope |0.02 | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

43B: | | | | | |

 Antigo--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

43C: | | | | | |

 Antigo--------------|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |0.37

 | | | | | |

43D: | | | | | |

 Antigo--------------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |0.92 | | | |

 | | | | | |

48A: | | | | | |

 Brill---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.44 | Depth to |0.44 | Depth to |0.75

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

63A: | | | | | |

 Crystal Lake--------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | |

63B: | | | | | |

 Crystal Lake--------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | |

63C: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Depth to |0.19

 | | | | | saturated zone |

 | | | | | Slope |0.04

 | | | | | |

63E: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |1.00 | Slope |0.08 | |

 | | | | | |

64A: | | | | | |

 Totagatic-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Ponding |1.00 | Ponding |1.00 | saturated zone |

 | Flooding |0.40 | Flooding |0.40 | Ponding |1.00

 | | | | | |

 Winterfield---------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Too sandy |0.79 | Too sandy |0.79 | saturated zone |

 | Flooding |0.40 | Flooding |0.40 | Droughty |0.50

 | | | | | |
336 Soil Survey of

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

69B: | | | | | |

 Keweenaw------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.76 | Too sandy |0.76 | Droughty |0.06

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Sayner--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.87 | Too sandy |0.87 | Droughty |0.94

 | | | | | Content of large |0.05

 | | | | | stones |

 | | | | | |

 Vilas---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.87 | Too sandy |0.87 | Droughty |0.42

 | | | | | |

69C: | | | | | |

 Keweenaw------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.76 | Too sandy |0.76 | Slope |0.16

 | | | | | Droughty |0.06

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Sayner--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.87 | Too sandy |0.87 | Droughty |0.94

 | | | | | Slope |0.16

 | | | | | Content of large |0.05

 | | | | | stones |

 | | | | | |

 Vilas---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.87 | Too sandy |0.87 | Droughty |0.42

 | | | | | Slope |0.16

 | | | | | |

69E: | | | | | |

 Keweenaw------------|Very limited | |Somewhat limited | |Very limited |

 | Slope |1.00 | Too sandy |0.76 | Slope |1.00

 | Too sandy |0.76 | Slope |0.22 | Droughty |0.06

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Sayner--------------|Very limited | |Somewhat limited | |Very limited |

 | Slope |1.00 | Too sandy |0.87 | Slope |1.00

 | Too sandy |0.87 | Slope |0.22 | Droughty |0.94

 | | | | | Content of large |0.05

 | | | | | stones |

 | | | | | |

 Vilas---------------|Very limited | |Somewhat limited | |Very limited |

 | Slope |1.00 | Too sandy |0.87 | Slope |1.00

 | Too sandy |0.87 | Slope |0.22 | Droughty |0.42

 | | | | | |

74B: | | | | | |

 Vilas---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.87 | Too sandy |0.87 | Droughty |0.42

 | | | | | |

74C: | | | | | |

 Vilas---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.87 | Too sandy |0.87 | Droughty |0.42

 | | | | | Slope |0.37

 | | | | | |

74D: | | | | | |

 Vilas---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.92 | Too sandy |0.87 | Slope |1.00

 | Too sandy |0.87 | | | Droughty |0.42

 | | | | | |
Washburn County, Wisconsin 337

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

100B: | | | | | |

 Menahga-------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.93

 | | | | | Too sandy |0.50

 | | | | | |

100C: | | | | | |

 Menahga-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.51

 | | | | | Slope |0.04

 | | | | | |

100D: | | | | | |

 Menahga-------------|Somewhat limited | |Not limited | |Very limited |

 | Slope |0.68 | | | Slope |1.00

 | | | | | Droughty |0.51

 | | | | | |

127D: | | | | | |

 Amery---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too stony |0.50 | Too stony |0.50 | Slope |1.00

 | Slope |0.02 | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Rosholt-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too stony |0.50 | Too stony |0.50 | Slope |1.00

 | Slope |0.02 | | | Droughty |0.02

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

127E: | | | | | |

 Amery---------------|Very limited | |Somewhat limited | |Very limited |

 | Slope |1.00 | Slope |0.56 | Slope |1.00

 | Too stony |0.50 | Too stony |0.50 | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Rosholt-------------|Very limited | |Somewhat limited | |Very limited |

 | Slope |1.00 | Slope |0.56 | Slope |1.00

 | Too stony |0.50 | Too stony |0.50 | Droughty |0.02

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

156B: | | | | | |

 Magnor, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Magnor--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

157B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | |

 | | | | | |

 Freeon--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |
338 Soil Survey of

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

157C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |0.04

 | Too stony |0.50 | Too stony |0.50 | |

 | | | | | |

 Freeon--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |0.04

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

160A: | | | | | |

 Oesterle------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

182B: | | | | | |

 Padus---------------|Not limited | |Not limited | |Not limited |

 | | | | | |

182C: | | | | | |

 Padus---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.37

 | | | | | |

192A: | | | | | |

 Worcester-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

193A: | | | | | |

 Minocqua------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

215B: | | | | | |

 Pence---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.30

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

215C: | | | | | |

 Pence---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.37

 | | | | | Droughty |0.30

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

215D: | | | | | |

 Pence---------------|Somewhat limited | |Not limited | |Very limited |

 | Slope |0.92 | | | Slope |1.00

 | | | | | Droughty |0.30

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |
Washburn County, Wisconsin 339

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

315A: | | | | | |

 Rib-----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

337A: | | | | | |

 Plover--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

368B: | | | | | |

 Mahtomedi-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.72 | Too sandy |0.72 | Droughty |1.00

 | | | | | |

 Cress---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.13

 | | | | | |

368C: | | | | | |

 Mahtomedi-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.72 | Too sandy |0.72 | Droughty |1.00

 | | | | | Slope |0.04

 | | | | | |

 Cress---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.13

 | | | | | Slope |0.04

 | | | | | |

368D: | | | | | |

 Mahtomedi-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.72 | Too sandy |0.72 | Slope |1.00

 | Slope |0.50 | | | Droughty |1.00

 | | | | | |

 Cress---------------|Somewhat limited | |Not limited | |Very limited |

 | Slope |0.50 | | | Slope |1.00

 | | | | | Droughty |0.13

 | | | | | |

371A: | | | | | |

 Croswell------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.87 | Too sandy |0.87 | Droughty |0.54

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | |

380B: | | | | | |

 Cress---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.13

 | | | | | |

 Rosholt-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.01

 | | | | | |

380C: | | | | | |

 Cress---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.13

 | | | | | Slope |0.04

 | | | | | |

 Rosholt-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.04

 | | | | | Droughty |0.01

 | | | | | |
340 Soil Survey of

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

380D: | | | | | |

 Cress---------------|Somewhat limited | |Not limited | |Very limited |

 | Slope |0.68 | | | Slope |1.00

 | | | | | Droughty |0.13

 | | | | | |

 Rosholt-------------|Somewhat limited | |Not limited | |Very limited |

 | Slope |0.68 | | | Slope |1.00

 | | | | | Droughty |0.01

 | | | | | |

383B: | | | | | |

 Mahtomedi-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.72 | Too sandy |0.72 | Droughty |1.00

 | | | | | |

383C: | | | | | |

 Mahtomedi-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.72 | Too sandy |0.72 | Droughty |1.00

 | | | | | Slope |0.04

 | | | | | |

383D: | | | | | |

 Mahtomedi-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.72 | Too sandy |0.72 | Slope |1.00

 | Slope |0.68 | | | Droughty |1.00

 | | | | | |

396B: | | | | | |

 Friendship----------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.91

 | | | | | Too sandy |0.50

 | | | | | |

 Wurtsmith-----------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.87

 | | | | | Too sandy |0.50

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | |

 Grayling------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |1.00

 | | | | | Too sandy |0.50

 | | | | | |

397A: | | | | | |

 Perchlake-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too sandy |0.96 | Too sandy |0.96 | Droughty |0.36

 | | | | | |

399B: | | | | | |

 Grayling------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |1.00

 | | | | | Too sandy |0.50

 | | | | | |

399C: | | | | | |

 Grayling------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |1.00

 | | | | | Too sandy |0.50

 | | | | | Slope |0.04

 | | | | | |

399D: | | | | | |

 Grayling------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |1.00

 | Slope |0.68 | | | Slope |1.00

 | | | | | Too sandy |0.50

 | | | | | |
Washburn County, Wisconsin 341

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

405A: | | | | | |

 Lupton--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Content of |1.00 | Content of |1.00 | Depth to |1.00

 | organic matter | | organic matter | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Content of |1.00 | Content of |1.00 | Depth to |1.00

 | organic matter | | organic matter | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Tawas---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Content of |1.00 | Content of |1.00 | Depth to |1.00

 | organic matter | | organic matter | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

406A: | | | | | |

 Loxley--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Content of |1.00 | Content of |1.00 | Depth to |1.00

 | organic matter | | organic matter | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

407A: | | | | | |

 Seelyeville---------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Content of |1.00 | Content of |1.00 | Depth to |1.00

 | organic matter | | organic matter | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Markey--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Content of |1.00 | Content of |1.00 | Depth to |1.00

 | organic matter | | organic matter | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

410A: | | | | | |

 Seelyeville---------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Content of |1.00 | Content of |1.00 | Depth to |1.00

 | organic matter | | organic matter | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Content of |1.00 | Content of |1.00 | Depth to |1.00

 | organic matter | | organic matter | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |
342 Soil Survey of

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

412A: | | | | | |

 Rifle---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Tacoosh-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

415A: | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Content of |1.00 | Content of |1.00 | Depth to |1.00

 | organic matter | | organic matter | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

439B: | | | | | |

 Graycalm------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.30 | Too sandy |0.30 | Droughty |0.29

 | | | | | |

 Menahga-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.49

 | | | | | |

439C: | | | | | |

 Graycalm------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.30 | Too sandy |0.30 | Droughty |0.29

 | | | | | Slope |0.04

 | | | | | |

 Menahga-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.49

 | | | | | Slope |0.04

 | | | | | |

439D: | | | | | |

 Graycalm------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.68 | Too sandy |0.30 | Slope |1.00

 | Too sandy |0.30 | | | Droughty |0.29

 | | | | | |

 Menahga-------------|Somewhat limited | |Not limited | |Very limited |

 | Slope |0.68 | | | Slope |1.00

 | | | | | Droughty |0.49

 | | | | | |

441C: | | | | | |

 Freeon--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |0.37

 | Too stony |0.50 | Too stony |0.50 | |

 | | | | | |

 Cathro--------------|Not rated | |Not rated | |Not rated |

 | | | | | |

442C: | | | | | |

 Haugen--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too stony |0.50 | Too stony |0.50 | Depth to |0.19

 | | | | | saturated zone |

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |
Washburn County, Wisconsin 343

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

442C: | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

443D: | | | | | |

 Amery---------------|Very limited | |Somewhat limited | |Very limited |

 | Slope |1.00 | Too stony |0.50 | Slope |1.00

 | Too stony |0.50 | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

461A: | | | | | |

 Bowstring-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Content of |1.00

 | Content of |1.00 | Content of |1.00 | organic matter |

 | organic matter | | organic matter | | Depth to |1.00

 | Ponding |1.00 | Ponding |1.00 | saturated zone |

 | Flooding |0.40 | Flooding |0.40 | Ponding |1.00

 | | | | | |

484A: | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Beseman-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Content of |1.00 | Content of |1.00 | Depth to |1.00

 | organic matter | | organic matter | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

495B: | | | | | |

 Karlsborg-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.81 | Too sandy |0.81 | Depth to |0.75

 | Depth to |0.44 | Depth to |0.44 | saturated zone |

 | saturated zone | | saturated zone | | Droughty |0.26

 | | | | | |

 Grettum-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.81 | Too sandy |0.81 | Droughty |0.61

 | | | | | |

 Perida--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.81 | Too sandy |0.81 | Droughty |0.44

 | | | | | |

495C: | | | | | |

 Karlsborg-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.81 | Too sandy |0.81 | Depth to |0.75

 | Depth to |0.44 | Depth to |0.44 | saturated zone |

 | saturated zone | | saturated zone | | Droughty |0.26

 | | | | | Slope |0.04

 | | | | | |
344 Soil Survey of

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

495C: | | | | | |

 Grettum-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.81 | Too sandy |0.81 | Droughty |0.61

 | | | | | Slope |0.04

 | | | | | |

 Perida--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.81 | Too sandy |0.81 | Droughty |0.44

 | | | | | Slope |0.04

 | | | | | |

495D: | | | | | |

 Karlsborg-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.81 | Too sandy |0.81 | Slope |1.00

 | Slope |0.68 | Depth to |0.44 | Depth to |0.75

 | Depth to |0.44 | saturated zone | | saturated zone |

 | saturated zone | | | | Droughty |0.26

 | | | | | |

 Grettum-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.81 | Too sandy |0.81 | Slope |1.00

 | Slope |0.68 | | | Droughty |0.61

 | | | | | |

 Perida--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.81 | Too sandy |0.81 | Slope |1.00

 | Slope |0.68 | | | Droughty |0.44

 | | | | | |

497A: | | | | | |

 Meenon--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too sandy |0.81 | Too sandy |0.81 | Droughty |0.41

 | | | | | |

515A: | | | | | |

 Manitowish----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.17

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

521A: | | | | | |

 Dody----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

524E: | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Frogcreek-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | |

 | | | | | |

 Metonga-------------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |1.00 | Slope |0.56 | Depth to bedrock |0.42

 | Too stony |0.47 | Too stony |0.47 | Content of large |0.03

 | | | | | stones |

 | | | | | |
Washburn County, Wisconsin 345

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

542B: | | | | | |

 Haugen, very stony--|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too stony |0.50 | Too stony |0.50 | Depth to |0.19

 | | | | | saturated zone |

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Haugen--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

542C: | | | | | |

 Haugen, very stony--|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too stony |0.50 | Too stony |0.50 | Depth to |0.19

 | | | | | saturated zone |

 | | | | | Slope |0.04

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Haugen--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | Slope |0.04

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

543B: | | | | | |

 Anigon--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

543C2: | | | | | |

 Anigon--------------|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |0.04

 | | | | | |

544F: | | | | | |

 Menahga-------------|Very limited | |Somewhat limited | |Very limited |

 | Slope |1.00 | Slope |0.96 | Slope |1.00

 | | | | | Droughty |0.51

 | | | | | |

 Mahtomedi-----------|Very limited | |Somewhat limited | |Very limited |

 | Slope |1.00 | Slope |0.96 | Slope |1.00

 | Too sandy |0.72 | Too sandy |0.72 | Droughty |1.00

 | | | | | |

555A: | | | | | |

 Fordum--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Ponding |1.00 | Ponding |1.00 | saturated zone |

 | Flooding |0.40 | Flooding |0.40 | Ponding |1.00

 | | | | | |

574B: | | | | | |

 Sayner--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.87 | Too sandy |0.87 | Droughty |0.94

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |
346 Soil Survey of

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

574C: | | | | | |

 Sayner--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.87 | Too sandy |0.87 | Droughty |0.94

 | | | | | Slope |0.37

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

574E: | | | | | |

 Sayner--------------|Very limited | |Somewhat limited | |Very limited |

 | Slope |1.00 | Too sandy |0.87 | Slope |1.00

 | Too sandy |0.87 | Slope |0.22 | Droughty |0.94

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

579B: | | | | | |

 Parkfalls-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | Content of large |0.01

 | | | | | stones |

 | | | | | |

600A: | | | | | |

 Haplosaprists-------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Psammaquents--------|Not rated | |Not rated | |Not rated |

 | | | | | |

615B: | | | | | |

 Cress---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.13

 | | | | | |

615C: | | | | | |

 Cress---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.13

 | | | | | Slope |0.04

 | | | | | |

615D: | | | | | |

 Cress---------------|Somewhat limited | |Not limited | |Very limited |

 | Slope |0.68 | | | Slope |1.00

 | | | | | Droughty |0.13

 | | | | | |

623A: | | | | | |

 Capitola------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Too stony |0.50 | Too stony |0.50 | |

 | | | | | |

624A: | | | | | |

 Ossmer--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

632A: | | | | | |

 Aftad---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | |

632B: | | | | | |

 Aftad---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | |
Washburn County, Wisconsin 347

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

632C: | | | | | |

 Aftad---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | Slope |0.04

 | | | | | |

633F: | | | | | |

 Pence---------------|Very limited | |Somewhat limited | |Very limited |

 | Slope |1.00 | Slope |0.96 | Slope |1.00

 | | | | | Droughty |0.30

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Padus---------------|Very limited | |Somewhat limited | |Very limited |

 | Slope |1.00 | Slope |0.96 | Slope |1.00

 | | | | | |

648B: | | | | | |

 Sconsin-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.44 | Depth to |0.44 | Depth to |0.75

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

670C: | | | | | |

 Keweenaw------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.37

 | | | | | Droughty |0.05

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Pence---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.37

 | | | | | Droughty |0.30

 | | | | | Content of large |0.05

 | | | | | stones |

 | | | | | |

670E: | | | | | |

 Keweenaw------------|Very limited | |Somewhat limited | |Very limited |

 | Slope |1.00 | Slope |0.22 | Slope |1.00

 | | | | | Droughty |0.05

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Pence---------------|Very limited | |Somewhat limited | |Very limited |

 | Slope |1.00 | Slope |0.22 | Slope |1.00

 | | | | | Droughty |0.30

 | | | | | Content of large |0.05

 | | | | | stones |

 | | | | | |

671B: | | | | | |

 Spoonerhill, stony--|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.42

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | Content of large |0.05

 | | | | | stones |

 | | | | | |

 Spoonerhill---------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.42

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |
348 Soil Survey of

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

680B: | | | | | |

 Stanberry, stony----|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too stony |0.50 | Too stony |0.50 | Depth to |0.19

 | | | | | saturated zone |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Pence, stony--------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too stony |0.50 | Too stony |0.50 | Droughty |0.30

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

683A: | | | | | |

 Tipler--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

706A: | | | | | |

 Winterfield---------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Flooding |0.40 | Flooding |0.40 | saturated zone |

 | | | | | Droughty |0.10

 | | | | | |

 Totagatic-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Ponding |1.00 | Ponding |1.00 | saturated zone |

 | Flooding |0.40 | Flooding |0.40 | Ponding |1.00

 | | | | | Droughty |0.37

 | | | | | |

724A: | | | | | |

 Rib-----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

726B: | | | | | |

 Sissabagama---------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.81 | Too sandy |0.81 | Droughty |0.42

 | | | | | |

733A: | | | | | |

 Wozny---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Too stony |0.50 | Too stony |0.50 | |

 | | | | | |

771A: | | | | | |

 Lenroot-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.72 | Too sandy |0.72 | Droughty |0.99

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | |

827A: | | | | | |

 Scoba---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | |
Washburn County, Wisconsin 349

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

853C: | | | | | |

 Frogcreek-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | |

 | | | | | |

 Stinnett------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | |

 | | | | | |

 Wozny---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Too stony |0.50 | Too stony |0.50 | |

 | | | | | |

856B: | | | | | |

 Stinnett------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | |

 | | | | | |

857B: | | | | | |

 Frogcreek-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | |

 | | | | | |

857C: | | | | | |

 Frogcreek-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |0.16

 | Too stony |0.50 | Too stony |0.50 | |

 | | | | | |

873B: | | | | | |

 Stanberry-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too stony |0.50 | Too stony |0.50 | Depth to |0.19

 | | | | | saturated zone |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

873C: | | | | | |

 Stanberry-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too stony |0.50 | Too stony |0.50 | Slope |0.37

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

873D: | | | | | |

 Stanberry-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.92 | Too stony |0.50 | Slope |1.00

 | Too stony |0.50 | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |
350 Soil Survey of

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

905A: | | | | | |

 Cublake-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.50 | Too sandy |0.50 | Droughty |0.61

 | | | | | |

926A: | | | | | |

 Flink---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too sandy |0.50 | Too sandy |0.50 | Droughty |0.64

 | | | | | |

943D: | | | | | |

 Stanberry-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too stony |0.50 | Too stony |0.50 | Slope |1.00

 | Slope |0.18 | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

948A: | | | | | |

 Billyboy------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.44 | Depth to |0.44 | Depth to |0.75

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

970C: | | | | | |

 Keweenaw------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.37

 | | | | | Droughty |0.05

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Pence---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too stony |0.50 | Too stony |0.50 | Slope |0.37

 | | | | | Droughty |0.30

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Greenwood-----------|Not rated | |Not rated | |Not rated |

 | | | | | |

970E: | | | | | |

 Keweenaw------------|Very limited | |Somewhat limited | |Very limited |

 | Slope |1.00 | Slope |0.22 | Slope |1.00

 | | | | | Droughty |0.05

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Pence---------------|Very limited | |Somewhat limited | |Very limited |

 | Slope |1.00 | Too stony |0.50 | Slope |1.00

 | Too stony |0.50 | Slope |0.22 | Droughty |0.30

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Greenwood-----------|Not rated | |Not rated | |Not rated |

 | | | | | |
Washburn County, Wisconsin 351

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

1070C: | | | | | |

 Fremstadt-----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.16

 | | | | | Droughty |0.01

 | | | | | |

 Cress---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.13

 | | | | | Slope |0.04

 | | | | | |

1070D: | | | | | |

 Fremstadt-----------|Somewhat limited | |Not limited | |Very limited |

 | Slope |0.92 | | | Slope |1.00

 | | | | | Droughty |0.01

 | | | | | |

 Cress---------------|Somewhat limited | |Not limited | |Very limited |

 | Slope |0.68 | | | Slope |1.00

 | | | | | Droughty |0.13

 | | | | | |

1080B: | | | | | |

 Spoonerhill---------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.42

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Spoonerhill, stony--|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.42

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | Content of large |0.05

 | | | | | stones |

 | | | | | |

 Cress---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.13

 | | | | | |

1653C: | | | | | |

 Stanberry-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too stony |0.50 | Too stony |0.50 | Depth to |0.19

 | | | | | saturated zone |

 | | | | | Slope |0.04

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Parkfalls-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Wozny---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Too stony |0.50 | Too stony |0.50 | |

 | | | | | |

2015: | | | | | |

 Pits----------------|Not rated | |Not rated | |Not rated |

 | | | | | |
352 Soil Survey of

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

2050: | | | | | |

 Landfill------------|Not rated | |Not rated | |Not rated |

 | | | | | |

3011A: | | | | | |

 Barronett-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

3125A: | | | | | |

 Meehan--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too sandy |0.81 | Too sandy |0.81 | Droughty |0.88

 | | | | | |

3126A: | | | | | |

 Wurtsmith-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.60 | Too sandy |0.60 | Droughty |0.83

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | |

3276A: | | | | | |

 Au Gres-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Droughty |0.09

 | | | | | |

3312B: | | | | | |

 Glendenning, very | | | | | |

 stony--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Glendenning---------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

3336A: | | | | | |

 Fenander------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

3403A: | | | | | |

 Loxley--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Content of |1.00 | Content of |1.00 | Depth to |1.00

 | organic matter | | organic matter | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Beseman-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Content of |1.00 | Content of |1.00 | Depth to |1.00

 | organic matter | | organic matter | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |
Washburn County, Wisconsin 353

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3403A: | | | | | |

 Dawson--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

3424C: | | | | | |

 Frogcreek-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | |

 | | | | | |

 Magroc--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Stinnett------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

3446A: | | | | | |

 Newson--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

3448B: | | | | | |

 Grettum-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.81 | Too sandy |0.81 | Droughty |0.61

 | | | | | |

3448C: | | | | | |

 Grettum-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.81 | Too sandy |0.81 | Droughty |0.61

 | | | | | Slope |0.04

 | | | | | |

3516A: | | | | | |

 Slimlake------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.21

 | | | | | |

3629B: | | | | | |

 Perida--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.81 | Too sandy |0.81 | Droughty |0.44

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
354 Soil Survey of

Table 17.--Wildlife Habitat

(See text for definitions of terms used in this table. Absence of an entry indicates that no rating is

 applicable)

____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 soil name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

3A: | | | | | | | | | |

 Totagatic---------------|Poor |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | | | | | | | | | |

 Bowstring---------------|Poor |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | | | | | | | | | |

 Ausable-----------------|Poor |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | | | | | | | | | |

22A: | | | | | | | | | |

 Comstock----------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

24A: | | | | | | | | | |

 Poskin------------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

27A: | | | | | | | | | |

 Scott Lake--------------|Fair |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

28B: | | | | | | | | | |

 Haugen, very stony------|Very |Poor |Good |Good |Good |Poor |Very |Poor |Good |Very

 | poor | | | | | | poor | | | poor

 | | | | | | | | | |

 Haugen------------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

 Rosholt, very stony-----|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

 Rosholt-----------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

28C: | | | | | | | | | |

 Haugen, very stony------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Haugen------------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

 Rosholt, very stony-----|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

 Rosholt-----------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

33B: | | | | | | | | | |

 Chetek------------------|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

33C: | | | | | | | | | |

 Chetek------------------|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

38A: | | | | | | | | | |

 Rosholt-----------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

38B: | | | | | | | | | |

 Rosholt-----------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |
Washburn County, Wisconsin 355

Table 17.--Wildlife Habitat--Continued

____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 soil name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

38C: | | | | | | | | | |

 Rosholt-----------------|Fair |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

38D: | | | | | | | | | |

 Rosholt-----------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

42D: | | | | | | | | | |

 Amery-------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

43B: | | | | | | | | | |

 Antigo------------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

43C: | | | | | | | | | |

 Antigo------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

43D: | | | | | | | | | |

 Antigo------------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

48A: | | | | | | | | | |

 Brill-------------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

63A: | | | | | | | | | |

 Crystal Lake------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

63B: | | | | | | | | | |

 Crystal Lake------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

63C: | | | | | | | | | |

 Crystal Lake------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

63E: | | | | | | | | | |

 Crystal Lake------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

64A: | | | | | | | | | |

 Totagatic---------------|Poor |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | | | | | | | | | |

 Winterfield-------------|Poor |Fair |Fair |Fair |Fair |Fair |Fair |Fair |Fair |Fair

 | | | | | | | | | |

69B: | | | | | | | | | |

 Keweenaw----------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Sayner------------------|Poor |Poor |Fair |Poor |Poor |Very |Very |Poor |Poor |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Vilas-------------------|Very |Poor |Fair |Poor |Poor |Very |Very |Poor |Poor |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

69C: | | | | | | | | | |

 Keweenaw----------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |
356 Soil Survey of

Table 17.--Wildlife Habitat--Continued

____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 soil name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

69C: | | | | | | | | | |

 Sayner------------------|Poor |Poor |Fair |Poor |Poor |Very |Very |Poor |Poor |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Vilas-------------------|Very |Poor |Fair |Poor |Poor |Very |Very |Poor |Poor |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

69E: | | | | | | | | | |

 Keweenaw----------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Sayner------------------|Very |Poor |Fair |Poor |Poor |Very |Very |Poor |Poor |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Vilas-------------------|Very |Poor |Fair |Poor |Poor |Very |Very |Poor |Poor |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

74B: | | | | | | | | | |

 Vilas-------------------|Poor |Fair |Fair |Poor |Poor |Very |Very |Fair |Poor |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

74C: | | | | | | | | | |

 Vilas-------------------|Poor |Fair |Fair |Poor |Poor |Very |Very |Fair |Poor |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

74D: | | | | | | | | | |

 Vilas-------------------|Very |Poor |Fair |Poor |Poor |Very |Very |Poor |Poor |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

100B: | | | | | | | | | |

 Menahga-----------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

100C: | | | | | | | | | |

 Menahga-----------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

100D: | | | | | | | | | |

 Menahga-----------------|Very |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

127D: | | | | | | | | | |

 Amery-------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Rosholt-----------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

127E: | | | | | | | | | |

 Amery-------------------|Very |Very |Good |Good |Good |Very |Very |Poor |Fair |Very

 | poor | poor | | | | poor | poor | | | poor

 | | | | | | | | | |

 Rosholt-----------------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

156B: | | | | | | | | | |

 Magnor, very stony------|Very |Poor |Good |Good |Good |Poor |Poor |Poor |Good |Poor

 | poor | | | | | | | | |

 | | | | | | | | | |

 Magnor------------------|Fair |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |
Washburn County, Wisconsin 357

Table 17.--Wildlife Habitat--Continued

____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 soil name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

157B: | | | | | | | | | |

 Freeon, very stony------|Very |Poor |Good |Good |Good |Poor |Poor |Poor |Good |Poor

 | poor | | | | | | | | |

 | | | | | | | | | |

 Freeon------------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

157C: | | | | | | | | | |

 Freeon, very stony------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Freeon------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

160A: | | | | | | | | | |

 Oesterle----------------|Fair |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

182B: | | | | | | | | | |

 Padus-------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

182C: | | | | | | | | | |

 Padus-------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

192A: | | | | | | | | | |

 Worcester---------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

193A: | | | | | | | | | |

 Minocqua----------------|Very |Fair |Fair |Fair |Fair |Good |Good |Poor |Fair |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

215B: | | | | | | | | | |

 Pence-------------------|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

215C: | | | | | | | | | |

 Pence-------------------|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

215D: | | | | | | | | | |

 Pence-------------------|Poor |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

315A: | | | | | | | | | |

 Rib---------------------|Poor |Fair |Fair |Fair |Fair |Good |Good |Fair |Fair |Good

 | | | | | | | | | |

337A: | | | | | | | | | |

 Plover------------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

368B: | | | | | | | | | |

 Mahtomedi---------------|Poor |Fair |Fair |Poor |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Cress-------------------|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

368C: | | | | | | | | | |

 Mahtomedi---------------|Poor |Fair |Fair |Poor |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Cress-------------------|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |
358 Soil Survey of

Table 17.--Wildlife Habitat--Continued

____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 soil name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

368D: | | | | | | | | | |

 Mahtomedi---------------|Poor |Fair |Fair |Poor |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Cress-------------------|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

371A: | | | | | | | | | |

 Croswell----------------|Poor |Fair |Fair |Fair |Fair |Poor |Very |Fair |Fair |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

380B: | | | | | | | | | |

 Cress-------------------|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Rosholt-----------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

380C: | | | | | | | | | |

 Cress-------------------|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Rosholt-----------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

380D: | | | | | | | | | |

 Cress-------------------|Poor |Fair |Fair |Fair |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Rosholt-----------------|Very |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

383B: | | | | | | | | | |

 Mahtomedi---------------|Poor |Fair |Fair |Poor |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

383C: | | | | | | | | | |

 Mahtomedi---------------|Poor |Fair |Fair |Poor |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

383D: | | | | | | | | | |

 Mahtomedi---------------|Very |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

396B: | | | | | | | | | |

 Friendship--------------|Poor |Poor |Fair |Fair |Good |Poor |Very |Fair |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

 Wurtsmith---------------|Poor |Poor |Fair |Fair |Fair |Poor |Very |Poor |Fair |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

 Grayling----------------|Poor |Poor |Fair |Poor |Poor |Poor |Very |Poor |Poor |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

397A: | | | | | | | | | |

 Perchlake---------------|Poor |Fair |Good |Fair |Fair |Fair |Fair |Fair |Fair |Fair

 | | | | | | | | | |

399B: | | | | | | | | | |

 Grayling----------------|Poor |Poor |Fair |Poor |Fair |Poor |Very |Poor |Fair |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |
Washburn County, Wisconsin 359

Table 17.--Wildlife Habitat--Continued

____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 soil name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

399C: | | | | | | | | | |

 Grayling----------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

399D: | | | | | | | | | |

 Grayling----------------|Very |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

405A: | | | | | | | | | |

 Lupton------------------|Poor |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | | | | | | | | | |

 Cathro------------------|Poor |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | | | | | | | | | |

 Tawas-------------------|Poor |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | | | | | | | | | |

406A: | | | | | | | | | |

 Loxley------------------|Very |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

407A: | | | | | | | | | |

 Seelyeville-------------|Very |Very |Very |Very |Very |Good |Good |Very |Very |Good

 | poor | poor | poor | poor | poor | | | poor | poor |

 | | | | | | | | | |

 Markey------------------|Poor |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | | | | | | | | | |

410A: | | | | | | | | | |

 Seelyeville-------------|Very |Very |Very |Very |Very |Good |Good |Very |Very |Good

 | poor | poor | poor | poor | poor | | | poor | poor |

 | | | | | | | | | |

 Cathro------------------|Poor |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | | | | | | | | | |

412A: | | | | | | | | | |

 Rifle-------------------|Very |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

 Tacoosh-----------------|Poor |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | | | | | | | | | |

415A: | | | | | | | | | |

 Greenwood---------------|Very |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

439B: | | | | | | | | | |

 Graycalm----------------|Poor |Poor |Fair |Good |Good |Very |Very |Poor |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Menahga-----------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

439C: | | | | | | | | | |

 Graycalm----------------|Poor |Poor |Fair |Good |Good |Very |Very |Poor |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Menahga-----------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

439D: | | | | | | | | | |

 Graycalm----------------|Poor |Poor |Fair |Good |Good |Very |Very |Poor |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Menahga-----------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |
360 Soil Survey of

Table 17.--Wildlife Habitat--Continued

____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 soil name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

441C: | | | | | | | | | |

 Freeon------------------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Cathro------------------|Poor |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | | | | | | | | | |

442C: | | | | | | | | | |

 Haugen------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Greenwood---------------|Very |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

443D: | | | | | | | | | |

 Amery-------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Greenwood---------------|Very |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

461A: | | | | | | | | | |

 Bowstring---------------|Poor |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | | | | | | | | | |

484A: | | | | | | | | | |

 Greenwood---------------|Very |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

 Beseman-----------------|Very |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

495B: | | | | | | | | | |

 Karlsborg---------------|Fair |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

 Grettum-----------------|Poor |Poor |Fair |Good |Good |Very |Very |Poor |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Perida------------------|Poor |Fair |Good |Fair |Fair |Poor |Poor |Fair |Fair |Poor

 | | | | | | | | | |

495C: | | | | | | | | | |

 Karlsborg---------------|Poor |Good |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Grettum-----------------|Poor |Poor |Fair |Good |Good |Very |Very |Poor |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Perida------------------|Poor |Fair |Good |Fair |Fair |Poor |Poor |Fair |Fair |Poor

 | | | | | | | | | |

495D: | | | | | | | | | |

 Karlsborg---------------|Poor |Good |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Grettum-----------------|Poor |Poor |Fair |Good |Good |Very |Very |Poor |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Perida------------------|Poor |Fair |Good |Fair |Fair |Poor |Poor |Fair |Fair |Poor

 | | | | | | | | | |

497A: | | | | | | | | | |

 Meenon------------------|Poor |Fair |Good |Good |Good |Fair |Fair |Fair |Good |Fair

 | | | | | | | | | |

515A: | | | | | | | | | |

 Manitowish--------------|Fair |Fair |Good |Good |Good |Poor |Poor |Fair |Good |Poor

 | | | | | | | | | |
Washburn County, Wisconsin 361

Table 17.--Wildlife Habitat--Continued

____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 soil name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

521A: | | | | | | | | | |

 Dody--------------------|Poor |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | | | | | | | | | |

524E: | | | | | | | | | |

 Rock outcrop. | | | | | | | | | |

 | | | | | | | | | |

 Frogcreek---------------|Very |Poor |Good |Good |Good |Poor |Very |Fair |Good |Very

 | poor | | | | | | poor | | | poor

 | | | | | | | | | |

 Metonga-----------------|Very |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

542B: | | | | | | | | | |

 Haugen, very stony------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

 Haugen------------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

542C: | | | | | | | | | |

 Haugen, very stony------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Haugen------------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

543B: | | | | | | | | | |

 Anigon------------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

543C2: | | | | | | | | | |

 Anigon------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

544F: | | | | | | | | | |

 Menahga-----------------|Very |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Mahtomedi---------------|Very |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

555A: | | | | | | | | | |

 Fordum------------------|Poor |Fair |Fair |Fair |Fair |Good |Good |Fair |Fair |Good

 | | | | | | | | | |

574B: | | | | | | | | | |

 Sayner------------------|Poor |Fair |Fair |Poor |Poor |Very |Very |Fair |Poor |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

574C: | | | | | | | | | |

 Sayner------------------|Poor |Fair |Fair |Poor |Poor |Very |Very |Fair |Poor |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

574E: | | | | | | | | | |

 Sayner------------------|Very |Fair |Fair |Poor |Poor |Very |Very |Poor |Poor |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

579B: | | | | | | | | | |

 Parkfalls---------------|Fair |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |
362 Soil Survey of

Table 17.--Wildlife Habitat--Continued

____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 soil name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

600A. | | | | | | | | | |

 Haplosaprists and | | | | | | | | | |

 Psammaquents | | | | | | | | | |

 | | | | | | | | | |

615B: | | | | | | | | | |

 Cress-------------------|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

615C: | | | | | | | | | |

 Cress-------------------|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

615D: | | | | | | | | | |

 Cress-------------------|Poor |Fair |Fair |Fair |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

623A: | | | | | | | | | |

 Capitola----------------|Very |Poor |Fair |Fair |Fair |Good |Good |Poor |Fair |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

624A: | | | | | | | | | |

 Ossmer------------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

632A: | | | | | | | | | |

 Aftad-------------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

632B: | | | | | | | | | |

 Aftad-------------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

632C: | | | | | | | | | |

 Aftad-------------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

633F: | | | | | | | | | |

 Pence-------------------|Very |Poor |Fair |Fair |Fair |Very |Very |Poor |Fair |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Padus-------------------|Poor |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

648B: | | | | | | | | | |

 Sconsin-----------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

670C: | | | | | | | | | |

 Keweenaw----------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Pence-------------------|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

670E: | | | | | | | | | |

 Keweenaw----------------|Very |Fair |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Pence-------------------|Very |Poor |Fair |Fair |Fair |Very |Very |Poor |Fair |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |
Washburn County, Wisconsin 363

Table 17.--Wildlife Habitat--Continued

____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 soil name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

671B: | | | | | | | | | |

 Spoonerhill, stony------|Poor |Fair |Good |Good |Good |Poor |Very |Fair |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

 Spoonerhill-------------|Poor |Fair |Good |Good |Good |Poor |Very |Fair |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

680B: | | | | | | | | | |

 Stanberry, stony--------|Very |Poor |Good |Good |Good |Poor |Very |Poor |Good |Very

 | poor | | | | | | poor | | | poor

 | | | | | | | | | |

 Pence, stony------------|Very |Poor |Fair |Fair |Fair |Very |Very |Poor |Fair |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

683A: | | | | | | | | | |

 Tipler------------------|Fair |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

706A: | | | | | | | | | |

 Winterfield-------------|Poor |Fair |Fair |Fair |Fair |Fair |Fair |Fair |Fair |Fair

 | | | | | | | | | |

 Totagatic---------------|Very |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

724A: | | | | | | | | | |

 Rib---------------------|Poor |Fair |Fair |Fair |Fair |Good |Good |Fair |Fair |Good

 | | | | | | | | | |

 Rock outcrop. | | | | | | | | | |

 | | | | | | | | | |

 | | | | | | | | | |

726B: | | | | | | | | | |

 Sissabagama-------------|Poor |Fair |Fair |Fair |Fair |Poor |Very |Poor |Fair |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

733A: | | | | | | | | | |

 Wozny-------------------|Very |Poor |Fair |Fair |Fair |Good |Good |Poor |Fair |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

771A: | | | | | | | | | |

 Lenroot-----------------|Poor |Fair |Fair |Poor |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

827A: | | | | | | | | | |

 Scoba-------------------|Fair |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

853C: | | | | | | | | | |

 Frogcreek---------------|Poor |Good |Good |Good |Good |Poor |Very |Good |Good |Poor

 | | | | | | | poor | | |

 | | | | | | | | | |

 Stinnett----------------|Fair |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

 Wozny-------------------|Very |Poor |Fair |Fair |Fair |Good |Good |Poor |Fair |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

856B: | | | | | | | | | |

 Stinnett----------------|Fair |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

857B: | | | | | | | | | |

 Frogcreek---------------|Poor |Good |Good |Good |Good |Poor |Very |Good |Good |Poor

 | | | | | | | poor | | |

 | | | | | | | | | |
364 Soil Survey of

Table 17.--Wildlife Habitat--Continued

____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 soil name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

857C: | | | | | | | | | |

 Frogcreek---------------|Poor |Good |Good |Good |Good |Poor |Very |Good |Good |Poor

 | | | | | | | poor | | |

 | | | | | | | | | |

873B: | | | | | | | | | |

 Stanberry---------------|Very |Poor |Good |Good |Good |Poor |Very |Poor |Good |Very

 | poor | | | | | | poor | | | poor

 | | | | | | | | | |

873C: | | | | | | | | | |

 Stanberry---------------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

873D: | | | | | | | | | |

 Stanberry---------------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

905A: | | | | | | | | | |

 Cublake-----------------|Poor |Poor |Fair |Fair |Fair |Poor |Very |Poor |Fair |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

926A: | | | | | | | | | |

 Flink-------------------|Poor |Fair |Good |Good |Good |Poor |Poor |Fair |Good |Poor

 | | | | | | | | | |

943D: | | | | | | | | | |

 Stanberry---------------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Greenwood---------------|Very |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

948A: | | | | | | | | | |

 Billyboy----------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

970C: | | | | | | | | | |

 Keweenaw----------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Pence-------------------|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Greenwood---------------|Very |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

970E: | | | | | | | | | |

 Keweenaw----------------|Very |Fair |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Pence-------------------|Poor |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Greenwood---------------|Very |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

1070C: | | | | | | | | | |

 Fremstadt---------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Cress-------------------|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |
Washburn County, Wisconsin 365

Table 17.--Wildlife Habitat--Continued

____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 soil name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

1070D: | | | | | | | | | |

 Fremstadt---------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Cress-------------------|Poor |Fair |Fair |Fair |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

1080B: | | | | | | | | | |

 Spoonerhill-------------|Poor |Fair |Good |Good |Good |Poor |Very |Fair |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

 Spoonerhill, stony------|Poor |Fair |Good |Good |Good |Poor |Very |Fair |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

 Cress-------------------|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

1653C: | | | | | | | | | |

 Stanberry---------------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Parkfalls---------------|Fair |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

 Wozny-------------------|Very |Poor |Fair |Fair |Fair |Good |Good |Poor |Fair |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

2015. | | | | | | | | | |

 Pits | | | | | | | | | |

 | | | | | | | | | |

2050. | | | | | | | | | |

 Landfill | | | | | | | | | |

 | | | | | | | | | |

3011A: | | | | | | | | | |

 Barronett---------------|Poor |Fair |Fair |Fair |Fair |Good |Good |Fair |Fair |Good

 | | | | | | | | | |

3125A: | | | | | | | | | |

 Meehan------------------|Poor |Fair |Good |Fair |Fair |Fair |Fair |Fair |Fair |Fair

 | | | | | | | | | |

3126A: | | | | | | | | | |

 Wurtsmith---------------|Poor |Poor |Fair |Fair |Fair |Poor |Very |Poor |Fair |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

3276A: | | | | | | | | | |

 Au Gres-----------------|Poor |Fair |Good |Good |Good |Poor |Poor |Fair |Good |Poor

 | | | | | | | | | |

3312B: | | | | | | | | | |

 Glendenning, very stony |Fair |Fair |Good |Good |Good |Fair |Poor |Good |Good |Fair

 | | | | | | | | | |

 Glendenning-------------|Fair |Fair |Good |Good |Good |Fair |Poor |Good |Good |Fair

 | | | | | | | | | |

3336A: | | | | | | | | | |

 Fenander----------------|Fair |Fair |Fair |Fair |Fair |Good |Good |Fair |Fair |Good

 | | | | | | | | | |

3403A: | | | | | | | | | |

 Loxley------------------|Very |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

 Beseman-----------------|Very |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

 Dawson------------------|Very |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | poor | | | | | | | | |

 | | | | | | | | | |
366 Soil Survey of

Table 17.--Wildlife Habitat--Continued

____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 soil name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

3424C: | | | | | | | | | |

 Frogcreek---------------|Poor |Good |Good |Good |Good |Poor |Very |Good |Good |Poor

 | | | | | | | poor | | |

 | | | | | | | | | |

 Magroc------------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

 Stinnett----------------|Fair |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

 Rock outcrop. | | | | | | | | | |

 | | | | | | | | | |

3446A: | | | | | | | | | |

 Newson------------------|Fair |Fair |Fair |Poor |Poor |Good |Good |Fair |Poor |Good

 | | | | | | | | | |

3448B: | | | | | | | | | |

 Grettum-----------------|Poor |Poor |Fair |Good |Good |Very |Very |Poor |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

3448C: | | | | | | | | | |

 Grettum-----------------|Poor |Poor |Fair |Good |Good |Very |Very |Poor |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

3516A: | | | | | | | | | |

 Slimlake----------------|Fair |Fair |Good |Good |Good |Poor |Poor |Fair |Good |Poor

 | | | | | | | | | |

3629B: | | | | | | | | | |

 Perida------------------|Poor |Fair |Good |Fair |Fair |Poor |Poor |Fair |Fair |Poor

 | | | | | | | | | |

M-W. | | | | | | | | | |

 Miscellaneous water | | | | | | | | | |

 | | | | | | | | | |

W. | | | | | | | | | |

 Water | | | | | | | | | |

 | | | | | | | | | | ____________________________________________________________________________________________________________
Washburn County, Wisconsin 367

Table 18a.--Building Site Development

(The information in this table indicates the dominant soil condition but does not eliminate the

 need for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The

 larger the value, the greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further explanation of ratings in

 this table)

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3A: | | | | | |

 Totagatic-----------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Bowstring-----------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Ausable-------------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

22A: | | | | | |

 Comstock------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Shrink-swell |0.50 | | | Shrink-swell |0.50

 | | | | | |

24A: | | | | | |

 Poskin--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

27A: | | | | | |

 Scott Lake----------|Not limited | |Very limited | |Not limited |

 | | | Depth to |0.99 | |

 | | | saturated zone | | |

 | | | | | |

28B: | | | | | |

 Haugen, very stony--|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Haugen--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Rosholt, very stony |Not limited | |Not limited | |Not limited |

 | | | | | |

 Rosholt-------------|Not limited | |Not limited | |Not limited |

 | | | | | |
368 Soil Survey of

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

28C: | | | | | |

 Haugen, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Depth to |0.39 | Depth to |1.00 | Slope |1.00

 | saturated zone | | saturated zone | | Depth to |0.39

 | Slope |0.04 | Slope |0.04 | saturated zone |

 | | | | | |

 Haugen--------------|Somewhat limited | |Very limited | |Very limited |

 | Depth to |0.39 | Depth to |1.00 | Slope |1.00

 | saturated zone | | saturated zone | | Depth to |0.39

 | Slope |0.04 | Slope |0.04 | saturated zone |

 | | | | | |

 Rosholt, very stony |Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

 Rosholt-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

33B: | | | | | |

 Chetek--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

33C: | | | | | |

 Chetek--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

38A: | | | | | |

 Rosholt-------------|Not limited | |Not limited | |Not limited |

 | | | | | |

38B: | | | | | |

 Rosholt-------------|Not limited | |Not limited | |Not limited |

 | | | | | |

38C: | | | | | |

 Rosholt-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

38D: | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

42D: | | | | | |

 Amery---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

43B: | | | | | |

 Antigo--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

43C: | | | | | |

 Antigo--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

43D: | | | | | |

 Antigo--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

48A: | | | | | |

 Brill---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |1.00 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |
Washburn County, Wisconsin 369

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

63A: | | | | | |

 Crystal Lake--------|Somewhat limited | |Very limited | |Somewhat limited |

 | Shrink-swell |0.50 | Depth to |1.00 | Shrink-swell |0.50

 | Depth to |0.39 | saturated zone | | Depth to |0.39

 | saturated zone | | | | saturated zone |

 | | | | | |

63B: | | | | | |

 Crystal Lake--------|Somewhat limited | |Very limited | |Somewhat limited |

 | Shrink-swell |0.50 | Depth to |1.00 | Shrink-swell |0.50

 | Depth to |0.39 | saturated zone | | Depth to |0.39

 | saturated zone | | | | saturated zone |

 | | | | | |

63C: | | | | | |

 Crystal Lake--------|Somewhat limited | |Very limited | |Very limited |

 | Shrink-swell |0.50 | Depth to |1.00 | Slope |1.00

 | Depth to |0.39 | saturated zone | | Shrink-swell |0.50

 | saturated zone | | Slope |0.04 | Depth to |0.39

 | Slope |0.04 | | | saturated zone |

 | | | | | |

63E: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | Depth to |0.99 | Shrink-swell |0.50

 | | | saturated zone | | |

 | | | | | |

64A: | | | | | |

 Totagatic-----------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Winterfield---------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

69B: | | | | | |

 Keweenaw------------|Not limited | |Not limited | |Not limited |

 | | | | | |

 Sayner--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

 Vilas---------------|Not limited | |Not limited | |Not limited |

 | | | | | |

69C: | | | | | |

 Keweenaw------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.16 | Slope |0.16 | Slope |1.00

 | | | | | |

 Sayner--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.16 | Slope |0.16 | Slope |1.00

 | | | | | |

 Vilas---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.16 | Slope |0.16 | Slope |1.00

 | | | | | |

69E: | | | | | |

 Keweenaw------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |
370 Soil Survey of

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

69E: | | | | | |

 Sayner--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Vilas---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

74B: | | | | | |

 Vilas---------------|Not limited | |Not limited | |Not limited |

 | | | | | |

74C: | | | | | |

 Vilas---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

74D: | | | | | |

 Vilas---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

100B: | | | | | |

 Menahga-------------|Not limited | |Not limited | |Not limited |

 | | | | | |

100C: | | | | | |

 Menahga-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

100D: | | | | | |

 Menahga-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

127D: | | | | | |

 Amery---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

127E: | | | | | |

 Amery---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

156B: | | | | | |

 Magnor, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Magnor--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

157B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Freeon--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |
Washburn County, Wisconsin 371

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

157C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

 Freeon--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

160A: | | | | | |

 Oesterle------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

182B: | | | | | |

 Padus---------------|Not limited | |Not limited | |Not limited |

 | | | | | |

182C: | | | | | |

 Padus---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

192A: | | | | | |

 Worcester-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

193A: | | | | | |

 Minocqua------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

215B: | | | | | |

 Pence---------------|Not limited | |Not limited | |Not limited |

 | | | | | |

215C: | | | | | |

 Pence---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

215D: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

315A: | | | | | |

 Rib-----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Shrink-swell |0.50 | | | Shrink-swell |0.50

 | | | | | |

337A: | | | | | |

 Plover--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

368B: | | | | | |

 Mahtomedi-----------|Not limited | |Not limited | |Not limited |

 | | | | | |

 Cress---------------|Not limited | |Not limited | |Not limited |

 | | | | | |
372 Soil Survey of

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

368C: | | | | | |

 Mahtomedi-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

 Cress---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

368D: | | | | | |

 Mahtomedi-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

371A: | | | | | |

 Croswell------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

380B: | | | | | |

 Cress---------------|Not limited | |Not limited | |Not limited |

 | | | | | |

 Rosholt-------------|Not limited | |Not limited | |Not limited |

 | | | | | |

380C: | | | | | |

 Cress---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

 Rosholt-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

380D: | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

383B: | | | | | |

 Mahtomedi-----------|Not limited | |Not limited | |Not limited |

 | | | | | |

383C: | | | | | |

 Mahtomedi-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

383D: | | | | | |

 Mahtomedi-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

396B: | | | | | |

 Friendship----------|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to |0.35 | |

 | | | saturated zone | | |

 | | | | | |

 Wurtsmith-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Grayling------------|Not limited | |Not limited | |Not limited |

 | | | | | |
Washburn County, Wisconsin 373

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

397A: | | | | | |

 Perchlake-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

399B: | | | | | |

 Grayling------------|Not limited | |Not limited | |Not limited |

 | | | | | |

399C: | | | | | |

 Grayling------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

399D: | | | | | |

 Grayling------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

405A: | | | | | |

 Lupton--------------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Ponding |1.00 | Content of |1.00

 | organic matter | | | | organic matter |

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

 Tawas---------------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Ponding |1.00 | Content of |1.00

 | organic matter | | | | organic matter |

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

406A: | | | | | |

 Loxley--------------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

407A: | | | | | |

 Seelyeville---------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |
374 Soil Survey of

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

407A: | | | | | |

 Markey--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Ponding |1.00 | Content of |1.00

 | organic matter | | | | organic matter |

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

410A: | | | | | |

 Seelyeville---------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Ponding |1.00 | Content of |1.00

 | organic matter | | | | organic matter |

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

412A: | | | | | |

 Rifle---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Tacoosh-------------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Ponding |1.00 | Content of |1.00

 | organic matter | | | | organic matter |

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

415A: | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

439B: | | | | | |

 Graycalm------------|Not limited | |Not limited | |Not limited |

 | | | | | |

 Menahga-------------|Not limited | |Not limited | |Not limited |

 | | | | | |

439C: | | | | | |

 Graycalm------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

 Menahga-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |
Washburn County, Wisconsin 375

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

439D: | | | | | |

 Graycalm------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Menahga-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

441C: | | | | | |

 Freeon--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Ponding |1.00 | Content of |1.00

 | organic matter | | | | organic matter |

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

442C: | | | | | |

 Haugen--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Slope |0.88

 | saturated zone | | saturated zone | | Depth to |0.39

 | | | | | saturated zone |

 | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

443D: | | | | | |

 Amery---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

461A: | | | | | |

 Bowstring-----------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |
376 Soil Survey of

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

484A: | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Beseman-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Subsidence |1.00 | Content of |1.00

 | organic matter | | Ponding |1.00 | organic matter |

 | Subsidence |1.00 | | | Subsidence |1.00

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

495B: | | | | | |

 Karlsborg-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |1.00 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Grettum-------------|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to |0.35 | |

 | | | saturated zone | | |

 | | | | | |

 Perida--------------|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to |0.82 | |

 | | | saturated zone | | |

 | | | | | |

495C: | | | | | |

 Karlsborg-----------|Somewhat limited | |Very limited | |Very limited |

 | Depth to |0.98 | Depth to |1.00 | Slope |1.00

 | saturated zone | | saturated zone | | Depth to |0.98

 | Slope |0.04 | Slope |0.04 | saturated zone |

 | | | | | |

 Grettum-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Depth to |0.35 | Slope |1.00

 | | | saturated zone | | |

 | | | Slope |0.04 | |

 | | | | | |

 Perida--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Depth to |0.82 | Slope |1.00

 | | | saturated zone | | |

 | | | Slope |0.04 | |

 | | | | | |

495D: | | | | | |

 Karlsborg-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Depth to |1.00 | Slope |1.00

 | Depth to |0.98 | saturated zone | | Depth to |0.98

 | saturated zone | | Slope |1.00 | saturated zone |

 | | | | | |

 Grettum-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Depth to |0.35 | |

 | | | saturated zone | | |

 | | | | | |

 Perida--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Depth to |0.82 | |

 | | | saturated zone | | |

 | | | | | |
Washburn County, Wisconsin 377

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

497A: | | | | | |

 Meenon--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

515A: | | | | | |

 Manitowish----------|Not limited | |Very limited | |Not limited |

 | | | Depth to |0.99 | |

 | | | saturated zone | | |

 | | | | | |

521A: | | | | | |

 Dody----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Shrink-swell |1.00 | Shrink-swell |1.00 | Shrink-swell |1.00

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

524E: | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Frogcreek-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Slope |1.00

 | | | | | |

 Metonga-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to hard |0.42 | Depth to hard |1.00 | Depth to hard |0.42

 | bedrock | | bedrock | | bedrock |

 | | | | | |

542B: | | | | | |

 Haugen, very stony--|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Haugen--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

542C: | | | | | |

 Haugen, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Depth to |0.39 | Depth to |1.00 | Slope |1.00

 | saturated zone | | saturated zone | | Depth to |0.39

 | Slope |0.04 | Slope |0.04 | saturated zone |

 | | | | | |

 Haugen--------------|Somewhat limited | |Very limited | |Very limited |

 | Depth to |0.39 | Depth to |1.00 | Slope |1.00

 | saturated zone | | saturated zone | | Depth to |0.39

 | Slope |0.04 | Slope |0.04 | saturated zone |

 | | | | | |

543B: | | | | | |

 Anigon--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

543C2: | | | | | |

 Anigon--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |
378 Soil Survey of

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

544F: | | | | | |

 Menahga-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Mahtomedi-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

555A: | | | | | |

 Fordum--------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

574B: | | | | | |

 Sayner--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

574C: | | | | | |

 Sayner--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

574E: | | | | | |

 Sayner--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

579B: | | | | | |

 Parkfalls-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

600A: | | | | | |

 Haplosaprists-------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Psammaquents--------|Not rated | |Not rated | |Not rated |

 | | | | | |

615B: | | | | | |

 Cress---------------|Not limited | |Not limited | |Not limited |

 | | | | | |

615C: | | | | | |

 Cress---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

615D: | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

623A: | | | | | |

 Capitola------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

624A: | | | | | |

 Ossmer--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

632A: | | | | | |

 Aftad---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |
Washburn County, Wisconsin 379

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

632B: | | | | | |

 Aftad---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

632C: | | | | | |

 Aftad---------------|Somewhat limited | |Very limited | |Very limited |

 | Depth to |0.39 | Depth to |1.00 | Slope |1.00

 | saturated zone | | saturated zone | | Depth to |0.39

 | Slope |0.04 | Slope |0.04 | saturated zone |

 | | | | | |

633F: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

648B: | | | | | |

 Sconsin-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |1.00 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

670C: | | | | | |

 Keweenaw------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

 Pence---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

670E: | | | | | |

 Keweenaw------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

671B: | | | | | |

 Spoonerhill, stony--|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Spoonerhill---------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

680B: | | | | | |

 Stanberry, stony----|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Pence, stony--------|Not limited | |Not limited | |Not limited |

 | | | | | |

683A: | | | | | |

 Tipler--------------|Not limited | |Very limited | |Not limited |

 | | | Depth to |0.99 | |

 | | | saturated zone | | |

 | | | | | |
380 Soil Survey of

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

706A: | | | | | |

 Winterfield---------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Totagatic-----------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

724A: | | | | | |

 Rib-----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Shrink-swell |0.50 | | | Shrink-swell |0.50

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

726B: | | | | | |

 Sissabagama---------|Not limited | |Very limited | |Not limited |

 | | | Depth to |0.99 | |

 | | | saturated zone | | |

 | | | | | |

733A: | | | | | |

 Wozny---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

771A: | | | | | |

 Lenroot-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

827A: | | | | | |

 Scoba---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

853C: | | | | | |

 Frogcreek-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Slope |1.00

 | | | | | |

 Stinnett------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Wozny---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

856B: | | | | | |

 Stinnett------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |
Washburn County, Wisconsin 381

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

857B: | | | | | |

 Frogcreek-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

857C: | | | | | |

 Frogcreek-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |0.16 | Slope |0.16 | Slope |1.00

 | | | | | |

873B: | | | | | |

 Stanberry-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

873C: | | | | | |

 Stanberry-----------|Somewhat limited | |Very limited | |Very limited |

 | Depth to |0.39 | Depth to |1.00 | Slope |1.00

 | saturated zone | | saturated zone | | Depth to |0.39

 | Slope |0.37 | Slope |0.37 | saturated zone |

 | | | | | |

873D: | | | | | |

 Stanberry-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

905A: | | | | | |

 Cublake-------------|Not limited | |Very limited | |Not limited |

 | | | Depth to |0.99 | |

 | | | saturated zone | | |

 | | | | | |

926A: | | | | | |

 Flink---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

943D: | | | | | |

 Stanberry-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Depth to |1.00 | Slope |1.00

 | Depth to |0.39 | saturated zone | | Depth to |0.39

 | saturated zone | | Slope |1.00 | saturated zone |

 | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

948A: | | | | | |

 Billyboy------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |1.00 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

970C: | | | | | |

 Keweenaw------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |
382 Soil Survey of

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

970C: | | | | | |

 Pence---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

970E: | | | | | |

 Keweenaw------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

1070C: | | | | | |

 Fremstadt-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.16 | Slope |0.16 | Slope |1.00

 | | | | | |

 Cress---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

1070D: | | | | | |

 Fremstadt-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

1080B: | | | | | |

 Spoonerhill---------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Spoonerhill, stony--|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Cress---------------|Not limited | |Not limited | |Not limited |

 | | | | | |

1653C: | | | | | |

 Stanberry-----------|Somewhat limited | |Very limited | |Very limited |

 | Depth to |0.39 | Depth to |1.00 | Slope |1.00

 | saturated zone | | saturated zone | | Depth to |0.39

 | Slope |0.04 | Slope |0.04 | saturated zone |

 | | | | | |

 Parkfalls-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |
Washburn County, Wisconsin 383

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

1653C: | | | | | |

 Wozny---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

2015: | | | | | |

 Pits----------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2050: | | | | | |

 Landfill------------|Not rated | |Not rated | |Not rated |

 | | | | | |

3011A: | | | | | |

 Barronett-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Shrink-swell |0.50 | | | Shrink-swell |0.50

 | | | | | |

3125A: | | | | | |

 Meehan--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

3126A: | | | | | |

 Wurtsmith-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

3276A: | | | | | |

 Au Gres-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

3312B: | | | | | |

 Glendenning, very | | | | | |

 stony--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Glendenning---------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

3336A: | | | | | |

 Fenander------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

3403A: | | | | | |

 Loxley--------------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |
384 Soil Survey of

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3403A: | | | | | |

 Beseman-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Subsidence |1.00 | Content of |1.00

 | organic matter | | Ponding |1.00 | organic matter |

 | Subsidence |1.00 | | | Subsidence |1.00

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

 Dawson--------------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Ponding |1.00 | Content of |1.00

 | organic matter | | | | organic matter |

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

3424C: | | | | | |

 Frogcreek-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Slope |1.00

 | | | | | |

 Magroc--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | Depth to hard |0.42 | |

 | | | bedrock | | |

 | | | | | |

 Stinnett------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

3446A: | | | | | |

 Newson--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

3448B: | | | | | |

 Grettum-------------|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to |0.35 | |

 | | | saturated zone | | |

 | | | | | |

3448C: | | | | | |

 Grettum-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Depth to |0.35 | Slope |1.00

 | | | saturated zone | | |

 | | | Slope |0.04 | |

 | | | | | |

3516A: | | | | | |

 Slimlake------------|Not limited | |Very limited | |Not limited |

 | | | Depth to |0.99 | |

 | | | saturated zone | | |

 | | | | | |

3629B: | | | | | |

 Perida--------------|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to |0.82 | |

 | | | saturated zone | | |

 | | | | | |
Washburn County, Wisconsin 385

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
386 Soil Survey of

Table 18b.--Building Site Development

(The information in this table indicates the dominant soil condition but does not eliminate the

 need for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The

 larger the value, the greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further explanation of ratings in

 this table)

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3A: | | | | | |

 Totagatic-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Subsidence |1.00 | Cutbanks cave |1.00 | saturated zone |

 | Flooding |1.00 | Ponding |1.00 | Ponding |1.00

 | Ponding |1.00 | Flooding |0.80 | |

 | Frost action |0.50 | | | |

 | | | | | |

 Bowstring-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Content of |1.00

 | Subsidence |1.00 | Cutbanks cave |1.00 | organic matter |

 | Frost action |1.00 | Ponding |1.00 | Depth to |1.00

 | Flooding |1.00 | Content of |1.00 | saturated zone |

 | Ponding |1.00 | organic matter | | Ponding |1.00

 | | | Flooding |0.80 | |

 | | | | | |

 Ausable-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Subsidence |1.00 | Cutbanks cave |1.00 | saturated zone |

 | Flooding |1.00 | Ponding |1.00 | Ponding |1.00

 | Ponding |1.00 | Flooding |0.80 | |

 | Frost action |0.50 | | | |

 | | | | | |

22A: | | | | | |

 Comstock------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Cutbanks cave |1.00 | |

 | Low strength |1.00 | | | |

 | Shrink-swell |0.50 | | | |

 | | | | | |

24A: | | | | | |

 Poskin--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Cutbanks cave |1.00 | |

 | Low strength |1.00 | | | |

 | | | | | |

27A: | | | | | |

 Scott Lake----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Droughty |0.01

 | | | Depth to |0.99 | |

 | | | saturated zone | | |

 | | | | | |

28B: | | | | | |

 Haugen, very stony--|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Depth to |1.00 | Depth to |0.19

 | Depth to |0.19 | saturated zone | | saturated zone |

 | saturated zone | | Cutbanks cave |1.00 | Content of large |0.03

 | | | | | stones |

 | | | | | |
Washburn County, Wisconsin 387

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

28B: | | | | | |

 Haugen--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Depth to |1.00 | Depth to |0.19

 | Depth to |0.19 | saturated zone | | saturated zone |

 | saturated zone | | Cutbanks cave |1.00 | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Rosholt, very stony |Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Droughty |0.02

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Rosholt-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Droughty |0.01

 | | | | | |

28C: | | | | | |

 Haugen, very stony--|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Depth to |1.00 | Depth to |0.19

 | Depth to |0.19 | saturated zone | | saturated zone |

 | saturated zone | | Cutbanks cave |1.00 | Slope |0.04

 | Slope |0.04 | Slope |0.04 | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Haugen--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Depth to |1.00 | Depth to |0.19

 | Depth to |0.19 | saturated zone | | saturated zone |

 | saturated zone | | Cutbanks cave |1.00 | Slope |0.04

 | Slope |0.04 | Slope |0.04 | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Rosholt, very stony |Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Slope |0.04

 | Slope |0.04 | Slope |0.04 | Droughty |0.02

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Rosholt-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Slope |0.04

 | Slope |0.04 | Slope |0.04 | Droughty |0.01

 | | | | | |

33B: | | | | | |

 Chetek--------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.61

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

33C: | | | | | |

 Chetek--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.04 | Cutbanks cave |1.00 | Droughty |0.61

 | | | Slope |0.04 | Slope |0.04

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

38A: | | | | | |

 Rosholt-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Droughty |0.01

 | | | | | |

38B: | | | | | |

 Rosholt-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Droughty |0.01

 | | | | | |
388 Soil Survey of

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

38C: | | | | | |

 Rosholt-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Slope |0.04

 | Slope |0.04 | Slope |0.04 | Droughty |0.01

 | | | | | |

38D: | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | Frost action |0.50 | Slope |1.00 | Droughty |0.01

 | | | | | |

42D: | | | | | |

 Amery---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | Frost action |0.50 | Slope |1.00 | Content of large |0.03

 | | | | | stones |

 | | | | | |

43B: | | | | | |

 Antigo--------------|Somewhat limited | |Very limited | |Not limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | | | |

43C: | | | | | |

 Antigo--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Slope |0.37

 | Slope |0.37 | Slope |0.37 | |

 | | | | | |

43D: | | | | | |

 Antigo--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | | | |

48A: | | | | | |

 Brill---------------|Very limited | |Very limited | |Somewhat limited |

 | Frost action |1.00 | Depth to |1.00 | Depth to |0.75

 | Low strength |0.78 | saturated zone | | saturated zone |

 | Depth to |0.75 | Cutbanks cave |1.00 | |

 | saturated zone | | | | |

 | | | | | |

63A: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Somewhat limited |

 | Frost action |1.00 | Depth to |1.00 | Depth to |0.19

 | Low strength |1.00 | saturated zone | | saturated zone |

 | Shrink-swell |0.50 | Cutbanks cave |1.00 | |

 | Depth to |0.19 | | | |

 | saturated zone | | | | |

 | | | | | |

63B: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Somewhat limited |

 | Frost action |1.00 | Depth to |1.00 | Depth to |0.19

 | Low strength |1.00 | saturated zone | | saturated zone |

 | Shrink-swell |0.50 | Cutbanks cave |1.00 | |

 | Depth to |0.19 | | | |

 | saturated zone | | | | |

 | | | | | |

63C: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Somewhat limited |

 | Frost action |1.00 | Depth to |1.00 | Depth to |0.19

 | Low strength |1.00 | saturated zone | | saturated zone |

 | Shrink-swell |0.50 | Cutbanks cave |1.00 | Slope |0.04

 | Depth to |0.19 | Slope |0.04 | |

 | saturated zone | | | | |

 | Slope |0.04 | | | |

 | | | | | |
Washburn County, Wisconsin 389

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

63E: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |1.00 | Cutbanks cave |1.00 | |

 | Low strength |1.00 | Depth to |0.99 | |

 | Shrink-swell |0.50 | saturated zone | | |

 | | | | | |

64A: | | | | | |

 Totagatic-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Subsidence |1.00 | Cutbanks cave |1.00 | saturated zone |

 | Flooding |1.00 | Ponding |1.00 | Ponding |1.00

 | Ponding |1.00 | Flooding |0.80 | |

 | Frost action |0.50 | | | |

 | | | | | |

 Winterfield---------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Flooding |1.00 | Cutbanks cave |1.00 | saturated zone |

 | | | Flooding |0.80 | Droughty |0.50

 | | | | | |

69B: | | | | | |

 Keweenaw------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.06

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Sayner--------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.94

 | | | | | Content of large |0.05

 | | | | | stones |

 | | | | | |

 Vilas---------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.42

 | | | | | |

69C: | | | | | |

 Keweenaw------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.16 | Cutbanks cave |1.00 | Slope |0.16

 | | | Slope |0.16 | Droughty |0.06

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Sayner--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.16 | Cutbanks cave |1.00 | Droughty |0.94

 | | | Slope |0.16 | Slope |0.16

 | | | | | Content of large |0.05

 | | | | | stones |

 | | | | | |

 Vilas---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.16 | Cutbanks cave |1.00 | Droughty |0.42

 | | | Slope |0.16 | Slope |0.16

 | | | | | |

69E: | | | | | |

 Keweenaw------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |0.06

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |
390 Soil Survey of

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

69E: | | | | | |

 Sayner--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |0.94

 | | | | | Content of large |0.05

 | | | | | stones |

 | | | | | |

 Vilas---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |0.42

 | | | | | |

74B: | | | | | |

 Vilas---------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.42

 | | | | | |

74C: | | | | | |

 Vilas---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Droughty |0.42

 | | | Slope |0.37 | Slope |0.37

 | | | | | |

74D: | | | | | |

 Vilas---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |0.42

 | | | | | |

100B: | | | | | |

 Menahga-------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.93

 | | | | | Too sandy |0.50

 | | | | | |

100C: | | | | | |

 Menahga-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.04 | Cutbanks cave |1.00 | Droughty |0.51

 | | | Slope |0.04 | Slope |0.04

 | | | | | |

100D: | | | | | |

 Menahga-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | | | Slope |1.00 | Droughty |0.51

 | | | | | |

127D: | | | | | |

 Amery---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | Frost action |0.50 | Slope |1.00 | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | Frost action |0.50 | Slope |1.00 | Droughty |0.02

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

127E: | | | | | |

 Amery---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |1.00 | Content of large |0.03

 | | | | | stones |

 | | | | | |
Washburn County, Wisconsin 391

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

127E: | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |1.00 | Droughty |0.02

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

156B: | | | | | |

 Magnor, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Dense layer |0.50 | Content of large |0.01

 | | | Cutbanks cave |0.10 | stones |

 | | | | | |

 Magnor--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Dense layer |0.50 | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

157B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Dense layer |0.50 | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 Freeon--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Dense layer |0.50 | Content of large |0.01

 | | | Cutbanks cave |0.10 | stones |

 | | | | | |

157C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Dense layer |0.50 | Slope |0.04

 | Slope |0.04 | Cutbanks cave |0.10 | |

 | | | Slope |0.04 | |

 | | | | | |

 Freeon--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Dense layer |0.50 | Slope |0.04

 | Slope |0.04 | Cutbanks cave |0.10 | Content of large |0.01

 | | | Slope |0.04 | stones |

 | | | | | |

160A: | | | | | |

 Oesterle------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | | | |

182B: | | | | | |

 Padus---------------|Somewhat limited | |Very limited | |Not limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | | | |
392 Soil Survey of

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

182C: | | | | | |

 Padus---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Slope |0.37

 | Slope |0.37 | Slope |0.37 | |

 | | | | | |

192A: | | | | | |

 Worcester-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | | | |

193A: | | | | | |

 Minocqua------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Cutbanks cave |1.00 | Ponding |1.00

 | Ponding |1.00 | Ponding |1.00 | |

 | | | | | |

215B: | | | | | |

 Pence---------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.30

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

215C: | | | | | |

 Pence---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Slope |0.37

 | | | Slope |0.37 | Droughty |0.30

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

215D: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |0.30

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

315A: | | | | | |

 Rib-----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Cutbanks cave |1.00 | Ponding |1.00

 | Low strength |1.00 | Ponding |1.00 | |

 | Ponding |1.00 | | | |

 | Shrink-swell |0.50 | | | |

 | | | | | |

337A: | | | | | |

 Plover--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | | | |

368B: | | | | | |

 Mahtomedi-----------|Not limited | |Very limited | |Very limited |

 | | | Cutbanks cave |1.00 | Droughty |1.00

 | | | | | |

 Cress---------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.13

 | | | | | |
Washburn County, Wisconsin 393

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

368C: | | | | | |

 Mahtomedi-----------|Somewhat limited | |Very limited | |Very limited |

 | Slope |0.04 | Cutbanks cave |1.00 | Droughty |1.00

 | | | Slope |0.04 | Slope |0.04

 | | | | | |

 Cress---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.04 | Cutbanks cave |1.00 | Droughty |0.13

 | | | Slope |0.04 | Slope |0.04

 | | | | | |

368D: | | | | | |

 Mahtomedi-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | | | Slope |1.00 | Droughty |1.00

 | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | | | Slope |1.00 | Droughty |0.13

 | | | | | |

371A: | | | | | |

 Croswell------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.19 | Depth to |1.00 | Droughty |0.54

 | saturated zone | | saturated zone | | Depth to |0.19

 | | | Cutbanks cave |1.00 | saturated zone |

 | | | | | |

380B: | | | | | |

 Cress---------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.13

 | | | | | |

 Rosholt-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Droughty |0.01

 | | | | | |

380C: | | | | | |

 Cress---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.04 | Cutbanks cave |1.00 | Droughty |0.13

 | | | Slope |0.04 | Slope |0.04

 | | | | | |

 Rosholt-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Slope |0.04

 | Slope |0.04 | Slope |0.04 | Droughty |0.01

 | | | | | |

380D: | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | | | Slope |1.00 | Droughty |0.13

 | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | Frost action |0.50 | Slope |1.00 | Droughty |0.01

 | | | | | |

383B: | | | | | |

 Mahtomedi-----------|Not limited | |Very limited | |Very limited |

 | | | Cutbanks cave |1.00 | Droughty |1.00

 | | | | | |

383C: | | | | | |

 Mahtomedi-----------|Somewhat limited | |Very limited | |Very limited |

 | Slope |0.04 | Cutbanks cave |1.00 | Droughty |1.00

 | | | Slope |0.04 | Slope |0.04

 | | | | | |
394 Soil Survey of

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

383D: | | | | | |

 Mahtomedi-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | | | Slope |1.00 | Droughty |1.00

 | | | | | |

396B: | | | | | |

 Friendship----------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.91

 | | | Depth to |0.35 | Too sandy |0.50

 | | | saturated zone | | |

 | | | | | |

 Wurtsmith-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.19 | Depth to |1.00 | Droughty |0.87

 | saturated zone | | saturated zone | | Too sandy |0.50

 | | | Cutbanks cave |1.00 | Depth to |0.19

 | | | | | saturated zone |

 | | | | | |

 Grayling------------|Not limited | |Very limited | |Very limited |

 | | | Cutbanks cave |1.00 | Droughty |1.00

 | | | | | Too sandy |0.50

 | | | | | |

397A: | | | | | |

 Perchlake-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | Cutbanks cave |1.00 | Droughty |0.36

 | | | | | |

399B: | | | | | |

 Grayling------------|Not limited | |Very limited | |Very limited |

 | | | Cutbanks cave |1.00 | Droughty |1.00

 | | | | | Too sandy |0.50

 | | | | | |

399C: | | | | | |

 Grayling------------|Somewhat limited | |Very limited | |Very limited |

 | Slope |0.04 | Cutbanks cave |1.00 | Droughty |1.00

 | | | Slope |0.04 | Too sandy |0.50

 | | | | | Slope |0.04

 | | | | | |

399D: | | | | | |

 Grayling------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Droughty |1.00

 | | | Slope |1.00 | Slope |1.00

 | | | | | Too sandy |0.50

 | | | | | |

405A: | | | | | |

 Lupton--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Subsidence |1.00 | Content of |1.00 | Depth to |1.00

 | Frost action |1.00 | organic matter | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Subsidence |1.00 | Ponding |1.00 | Depth to |1.00

 | Frost action |1.00 | Content of |1.00 | saturated zone |

 | Ponding |1.00 | organic matter | | Ponding |1.00

 | | | Cutbanks cave |0.10 | |

 | | | | | |
Washburn County, Wisconsin 395

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

405A: | | | | | |

 Tawas---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Subsidence |1.00 | Cutbanks cave |1.00 | Depth to |1.00

 | Frost action |1.00 | Ponding |1.00 | saturated zone |

 | Ponding |1.00 | Content of |1.00 | Ponding |1.00

 | | | organic matter | | |

 | | | | | |

406A: | | | | | |

 Loxley--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Subsidence |1.00 | Content of |1.00 | Depth to |1.00

 | Frost action |1.00 | organic matter | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | Cutbanks cave |0.10 | |

 | | | | | |

407A: | | | | | |

 Seelyeville---------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Subsidence |1.00 | Content of |1.00 | Depth to |1.00

 | Frost action |1.00 | organic matter | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 Markey--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Frost action |1.00 | Cutbanks cave |1.00 | Depth to |1.00

 | Ponding |1.00 | Ponding |1.00 | saturated zone |

 | | | Content of |1.00 | Ponding |1.00

 | | | organic matter | | |

 | | | | | |

410A: | | | | | |

 Seelyeville---------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Subsidence |1.00 | Content of |1.00 | Depth to |1.00

 | Frost action |1.00 | organic matter | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Subsidence |1.00 | Ponding |1.00 | Depth to |1.00

 | Frost action |1.00 | Content of |1.00 | saturated zone |

 | Ponding |1.00 | organic matter | | Ponding |1.00

 | | | Cutbanks cave |0.10 | |

 | | | | | |

412A: | | | | | |

 Rifle---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Content of |1.00 | Ponding |1.00

 | Ponding |1.00 | organic matter | | |

 | | | Ponding |1.00 | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |
396 Soil Survey of

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

412A: | | | | | |

 Tacoosh-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Subsidence |1.00 | Ponding |1.00 | Ponding |1.00

 | Frost action |1.00 | Content of |1.00 | |

 | Ponding |1.00 | organic matter | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

415A: | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Subsidence |1.00 | Content of |1.00 | Depth to |1.00

 | Frost action |1.00 | organic matter | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | Cutbanks cave |0.10 | |

 | | | | | |

439B: | | | | | |

 Graycalm------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.29

 | | | | | |

 Menahga-------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.49

 | | | | | |

439C: | | | | | |

 Graycalm------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.04 | Cutbanks cave |1.00 | Droughty |0.29

 | | | Slope |0.04 | Slope |0.04

 | | | | | |

 Menahga-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.04 | Cutbanks cave |1.00 | Droughty |0.49

 | | | Slope |0.04 | Slope |0.04

 | | | | | |

439D: | | | | | |

 Graycalm------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | | | Slope |1.00 | Droughty |0.29

 | | | | | |

 Menahga-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | | | Slope |1.00 | Droughty |0.49

 | | | | | |

441C: | | | | | |

 Freeon--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Dense layer |0.50 | Slope |0.37

 | Slope |0.37 | Slope |0.37 | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 Cathro--------------|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Subsidence |1.00 | Ponding |1.00 | |

 | Frost action |1.00 | Content of |1.00 | |

 | Ponding |1.00 | organic matter | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |
Washburn County, Wisconsin 397

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

442C: | | | | | |

 Haugen--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Depth to |1.00 | Depth to |0.19

 | Depth to |0.19 | saturated zone | | saturated zone |

 | saturated zone | | Cutbanks cave |1.00 | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Content of |1.00 | Ponding |1.00

 | Ponding |1.00 | organic matter | | |

 | | | Ponding |1.00 | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

443D: | | | | | |

 Amery---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |1.00 | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Content of |1.00 | Ponding |1.00

 | Ponding |1.00 | organic matter | | |

 | | | Ponding |1.00 | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

461A: | | | | | |

 Bowstring-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Content of |1.00

 | Subsidence |1.00 | Cutbanks cave |1.00 | organic matter |

 | Frost action |1.00 | Ponding |1.00 | Depth to |1.00

 | Flooding |1.00 | Content of |1.00 | saturated zone |

 | Ponding |1.00 | organic matter | | Ponding |1.00

 | | | Flooding |0.80 | |

 | | | | | |

484A: | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Content of |1.00 | Ponding |1.00

 | Ponding |1.00 | organic matter | | |

 | | | Ponding |1.00 | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 Beseman-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Frost action |1.00 | Ponding |1.00 | Depth to |1.00

 | Subsidence |1.00 | Content of |1.00 | saturated zone |

 | Ponding |1.00 | organic matter | | Ponding |1.00

 | | | Cutbanks cave |0.10 | |

 | | | | | |
398 Soil Survey of

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

495B: | | | | | |

 Karlsborg-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.75 | Depth to |1.00 | Depth to |0.75

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Too clayey |1.00 | Droughty |0.26

 | | | Cutbanks cave |1.00 | |

 | | | | | |

 Grettum-------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.61

 | | | Depth to |0.35 | |

 | | | saturated zone | | |

 | | | | | |

 Perida--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Droughty |0.44

 | | | Too clayey |1.00 | |

 | | | Depth to |0.82 | |

 | | | saturated zone | | |

 | | | | | |

495C: | | | | | |

 Karlsborg-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.75 | Depth to |1.00 | Depth to |0.75

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Too clayey |1.00 | Droughty |0.26

 | Slope |0.04 | Cutbanks cave |1.00 | Slope |0.04

 | | | Slope |0.04 | |

 | | | | | |

 Grettum-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.04 | Cutbanks cave |1.00 | Droughty |0.61

 | | | Depth to |0.35 | Slope |0.04

 | | | saturated zone | | |

 | | | Slope |0.04 | |

 | | | | | |

 Perida--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Droughty |0.44

 | Slope |0.04 | Too clayey |1.00 | Slope |0.04

 | | | Depth to |0.82 | |

 | | | saturated zone | | |

 | | | Slope |0.04 | |

 | | | | | |

495D: | | | | | |

 Karlsborg-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Depth to |1.00 | Slope |1.00

 | Depth to |0.75 | saturated zone | | Depth to |0.75

 | saturated zone | | Too clayey |1.00 | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00 | Droughty |0.26

 | | | Slope |1.00 | |

 | | | | | |

 Grettum-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | | | Slope |1.00 | Droughty |0.61

 | | | Depth to |0.35 | |

 | | | saturated zone | | |

 | | | | | |

 Perida--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | Frost action |0.50 | Slope |1.00 | Droughty |0.44

 | | | Too clayey |1.00 | |

 | | | Depth to |0.82 | |

 | | | saturated zone | | |

 | | | | | |
Washburn County, Wisconsin 399

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

497A: | | | | | |

 Meenon--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Too clayey |1.00 | Droughty |0.41

 | | | Cutbanks cave |1.00 | |

 | | | | | |

515A: | | | | | |

 Manitowish----------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.17

 | | | Depth to |0.99 | Content of large |0.01

 | | | saturated zone | | stones |

 | | | | | |

521A: | | | | | |

 Dody----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Cutbanks cave |1.00 | Ponding |1.00

 | Low strength |1.00 | Too clayey |1.00 | |

 | Shrink-swell |1.00 | Ponding |1.00 | |

 | Ponding |1.00 | | | |

 | | | | | |

524E: | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Frogcreek-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | Dense layer |0.50 | |

 | | | | | |

 | | | | | |

 Metonga-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Depth to hard |1.00 | Slope |1.00

 | Frost action |0.50 | bedrock | | Depth to bedrock |0.42

 | Depth to hard |0.42 | Slope |1.00 | Content of large |0.03

 | bedrock | | Cutbanks cave |0.10 | stones |

 | | | | | |

542B: | | | | | |

 Haugen, very stony--|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Depth to |1.00 | Depth to |0.19

 | Depth to |0.19 | saturated zone | | saturated zone |

 | saturated zone | | Cutbanks cave |1.00 | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Haugen--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Depth to |1.00 | Depth to |0.19

 | Depth to |0.19 | saturated zone | | saturated zone |

 | saturated zone | | Cutbanks cave |1.00 | Content of large |0.03

 | | | | | stones |

 | | | | | |

542C: | | | | | |

 Haugen, very stony--|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Depth to |1.00 | Depth to |0.19

 | Depth to |0.19 | saturated zone | | saturated zone |

 | saturated zone | | Cutbanks cave |1.00 | Slope |0.04

 | Slope |0.04 | Slope |0.04 | Content of large |0.03

 | | | | | stones |

 | | | | | |
400 Soil Survey of

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

542C: | | | | | |

 Haugen--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Depth to |1.00 | Depth to |0.19

 | Depth to |0.19 | saturated zone | | saturated zone |

 | saturated zone | | Cutbanks cave |1.00 | Slope |0.04

 | Slope |0.04 | Slope |0.04 | Content of large |0.03

 | | | | | stones |

 | | | | | |

543B: | | | | | |

 Anigon--------------|Somewhat limited | |Very limited | |Not limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | Low strength |0.22 | | | |

 | | | | | |

543C2: | | | | | |

 Anigon--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Slope |0.04

 | Low strength |0.22 | Slope |0.04 | |

 | Slope |0.04 | | | |

 | | | | | |

544F: | | | | | |

 Menahga-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |0.51

 | | | | | |

 Mahtomedi-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |1.00

 | | | | | |

555A: | | | | | |

 Fordum--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Frost action |1.00 | Cutbanks cave |1.00 | saturated zone |

 | Flooding |1.00 | Ponding |1.00 | Ponding |1.00

 | Ponding |1.00 | Flooding |0.80 | |

 | | | | | |

574B: | | | | | |

 Sayner--------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.94

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

574C: | | | | | |

 Sayner--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Droughty |0.94

 | | | Slope |0.37 | Slope |0.37

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

574E: | | | | | |

 Sayner--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |0.94

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |
Washburn County, Wisconsin 401

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

579B: | | | | | |

 Parkfalls-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Cutbanks cave |1.00 | Content of large |0.01

 | | | Dense layer |0.50 | stones |

 | | | | | |

600A: | | | | | |

 Haplosaprists-------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Psammaquents--------|Not rated | |Not rated | |Not rated |

 | | | | | |

615B: | | | | | |

 Cress---------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.13

 | | | | | |

615C: | | | | | |

 Cress---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.04 | Cutbanks cave |1.00 | Droughty |0.13

 | | | Slope |0.04 | Slope |0.04

 | | | | | |

615D: | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | | | Slope |1.00 | Droughty |0.13

 | | | | | |

623A: | | | | | |

 Capitola------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Ponding |1.00 | Ponding |1.00

 | Ponding |1.00 | Dense layer |0.50 | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

624A: | | | | | |

 Ossmer--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | | | |

632A: | | | | | |

 Aftad---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Depth to |1.00 | Depth to |0.19

 | Depth to |0.19 | saturated zone | | saturated zone |

 | saturated zone | | Cutbanks cave |1.00 | |

 | | | | | |

632B: | | | | | |

 Aftad---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Depth to |1.00 | Depth to |0.19

 | Depth to |0.19 | saturated zone | | saturated zone |

 | saturated zone | | Cutbanks cave |1.00 | |

 | | | | | |

632C: | | | | | |

 Aftad---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Depth to |1.00 | Depth to |0.19

 | Depth to |0.19 | saturated zone | | saturated zone |

 | saturated zone | | Cutbanks cave |1.00 | Slope |0.04

 | Slope |0.04 | Slope |0.04 | |

 | | | | | |
402 Soil Survey of

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

633F: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |0.30

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | | | |

648B: | | | | | |

 Sconsin-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.75 | Depth to |1.00 | Depth to |0.75

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | Dense layer |0.50 | |

 | | | | | |

 | | | | | |

670C: | | | | | |

 Keweenaw------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Slope |0.37

 | | | Slope |0.37 | Droughty |0.05

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Pence---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Slope |0.37

 | | | Slope |0.37 | Droughty |0.30

 | | | | | Content of large |0.05

 | | | | | stones |

 | | | | | |

670E: | | | | | |

 Keweenaw------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |0.05

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |0.30

 | | | | | Content of large |0.05

 | | | | | stones |

 | | | | | |

671B: | | | | | |

 Spoonerhill, stony--|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.19 | Depth to |1.00 | Droughty |0.42

 | saturated zone | | saturated zone | | Depth to |0.19

 | | | Cutbanks cave |1.00 | saturated zone |

 | | | Dense layer |0.50 | Content of large |0.05

 | | | | | stones |

 | | | | | |

 Spoonerhill---------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.19 | Depth to |1.00 | Droughty |0.42

 | saturated zone | | saturated zone | | Depth to |0.19

 | | | Cutbanks cave |1.00 | saturated zone |

 | | | Dense layer |0.50 | Content of large |0.01

 | | | | | stones |

 | | | | | |
Washburn County, Wisconsin 403

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

680B: | | | | | |

 Stanberry, stony----|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Depth to |1.00 | Depth to |0.19

 | Depth to |0.19 | saturated zone | | saturated zone |

 | saturated zone | | Cutbanks cave |1.00 | Content of large |0.01

 | | | Dense layer |0.50 | stones |

 | | | | | |

 Pence, stony--------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.30

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

683A: | | | | | |

 Tipler--------------|Somewhat limited | |Very limited | |Not limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | Depth to |0.99 | |

 | | | saturated zone | | |

 | | | | | |

706A: | | | | | |

 Winterfield---------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Flooding |1.00 | Cutbanks cave |1.00 | saturated zone |

 | | | Flooding |0.80 | Droughty |0.10

 | | | | | |

 Totagatic-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Flooding |1.00 | Cutbanks cave |1.00 | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Frost action |0.50 | Flooding |0.80 | Droughty |0.37

 | | | | | |

724A: | | | | | |

 Rib-----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Cutbanks cave |1.00 | Ponding |1.00

 | Low strength |1.00 | Ponding |1.00 | |

 | Ponding |1.00 | | | |

 | Shrink-swell |0.50 | | | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

726B: | | | | | |

 Sissabagama---------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.42

 | | | Depth to |0.99 | |

 | | | saturated zone | | |

 | | | | | |

733A: | | | | | |

 Wozny---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Cutbanks cave |1.00 | Ponding |1.00

 | Ponding |1.00 | Ponding |1.00 | |

 | | | Dense layer |0.50 | |

 | | | | | |

 | | | | | |
404 Soil Survey of

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

771A: | | | | | |

 Lenroot-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.19 | Depth to |1.00 | Droughty |0.99

 | saturated zone | | saturated zone | | Depth to |0.19

 | | | Cutbanks cave |1.00 | saturated zone |

 | | | | | |

827A: | | | | | |

 Scoba---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Depth to |1.00 | Depth to |0.19

 | Depth to |0.19 | saturated zone | | saturated zone |

 | saturated zone | | Cutbanks cave |1.00 | |

 | | | | | |

853C: | | | | | |

 Frogcreek-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | Dense layer |0.50 | |

 | | | | | |

 Stinnett------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | Dense layer |0.50 | |

 | | | | | |

 Wozny---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Cutbanks cave |1.00 | Ponding |1.00

 | Ponding |1.00 | Ponding |1.00 | |

 | | | Dense layer |0.50 | |

 | | | | | |

856B: | | | | | |

 Stinnett------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | Dense layer |0.50 | |

 | | | | | |

857B: | | | | | |

 Frogcreek-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | Dense layer |0.50 | |

 | | | | | |

857C: | | | | | |

 Frogcreek-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00 | Slope |0.16

 | Slope |0.16 | Dense layer |0.50 | |

 | | | Slope |0.16 | |

 | | | | | |

873B: | | | | | |

 Stanberry-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Depth to |1.00 | Depth to |0.19

 | Depth to |0.19 | saturated zone | | saturated zone |

 | saturated zone | | Cutbanks cave |1.00 | Content of large |0.01

 | | | Dense layer |0.50 | stones |

 | | | | | |
Washburn County, Wisconsin 405

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

873C: | | | | | |

 Stanberry-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Depth to |1.00 | Slope |0.37

 | Slope |0.37 | saturated zone | | Depth to |0.19

 | Depth to |0.19 | Cutbanks cave |1.00 | saturated zone |

 | saturated zone | | Dense layer |0.50 | Content of large |0.01

 | | | Slope |0.37 | stones |

 | | | | | |

873D: | | | | | |

 Stanberry-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Depth to |1.00 | Depth to |0.19

 | Depth to |0.19 | saturated zone | | saturated zone |

 | saturated zone | | Cutbanks cave |1.00 | Content of large |0.01

 | | | Dense layer |0.50 | stones |

 | | | | | |

905A: | | | | | |

 Cublake-------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.61

 | | | Depth to |0.99 | |

 | | | saturated zone | | |

 | | | | | |

926A: | | | | | |

 Flink---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00 | Droughty |0.64

 | | | | | |

943D: | | | | | |

 Stanberry-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Depth to |1.00 | Slope |1.00

 | Frost action |0.50 | saturated zone | | Depth to |0.19

 | Depth to |0.19 | Cutbanks cave |1.00 | saturated zone |

 | saturated zone | | Slope |1.00 | Content of large |0.01

 | | | Dense layer |0.50 | stones |

 | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Content of |1.00 | Ponding |1.00

 | Ponding |1.00 | organic matter | | |

 | | | Ponding |1.00 | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

948A: | | | | | |

 Billyboy------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.75 | Depth to |1.00 | Depth to |0.75

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | | | |

970C: | | | | | |

 Keweenaw------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Slope |0.37

 | | | Slope |0.37 | Droughty |0.05

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |
406 Soil Survey of

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

970C: | | | | | |

 Pence---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Slope |0.37

 | | | Slope |0.37 | Droughty |0.30

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |1.00 | Content of |1.00 | |

 | Ponding |1.00 | organic matter | | |

 | | | Ponding |1.00 | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

970E: | | | | | |

 Keweenaw------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |0.05

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |0.30

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |1.00 | Content of |1.00 | |

 | Ponding |1.00 | organic matter | | |

 | | | Ponding |1.00 | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

1070C: | | | | | |

 Fremstadt-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.16 | Cutbanks cave |1.00 | Slope |0.16

 | | | Slope |0.16 | Droughty |0.01

 | | | | | |

 Cress---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.04 | Cutbanks cave |1.00 | Droughty |0.13

 | | | Slope |0.04 | Slope |0.04

 | | | | | |

1070D: | | | | | |

 Fremstadt-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |0.01

 | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | | | Slope |1.00 | Droughty |0.13

 | | | | | |

1080B: | | | | | |

 Spoonerhill---------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.19 | Depth to |1.00 | Droughty |0.42

 | saturated zone | | saturated zone | | Depth to |0.19

 | | | Cutbanks cave |1.00 | saturated zone |

 | | | Dense layer |0.50 | Content of large |0.01

 | | | | | stones |

 | | | | | |
Washburn County, Wisconsin 407

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

1080B: | | | | | |

 Spoonerhill, stony--|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.19 | Depth to |1.00 | Droughty |0.42

 | saturated zone | | saturated zone | | Depth to |0.19

 | | | Cutbanks cave |1.00 | saturated zone |

 | | | Dense layer |0.50 | Content of large |0.05

 | | | | | stones |

 | | | | | |

 Cress---------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.13

 | | | | | |

1653C: | | | | | |

 Stanberry-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Depth to |1.00 | Depth to |0.19

 | Depth to |0.19 | saturated zone | | saturated zone |

 | saturated zone | | Cutbanks cave |1.00 | Slope |0.04

 | Slope |0.04 | Dense layer |0.50 | Content of large |0.01

 | | | Slope |0.04 | stones |

 | | | | | |

 Parkfalls-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Cutbanks cave |1.00 | Content of large |0.01

 | | | Dense layer |0.50 | stones |

 | | | | | |

 Wozny---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Cutbanks cave |1.00 | Ponding |1.00

 | Ponding |1.00 | Ponding |1.00 | |

 | | | Dense layer |0.50 | |

 | | | | | |

2015: | | | | | |

 Pits----------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2050: | | | | | |

 Landfill------------|Not rated | |Not rated | |Not rated |

 | | | | | |

3011A: | | | | | |

 Barronett-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Cutbanks cave |1.00 | Ponding |1.00

 | Low strength |1.00 | Ponding |1.00 | |

 | Ponding |1.00 | | | |

 | Shrink-swell |0.50 | | | |

 | | | | | |

3125A: | | | | | |

 Meehan--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | Cutbanks cave |1.00 | Droughty |0.88

 | | | | | |

3126A: | | | | | |

 Wurtsmith-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.19 | Depth to |1.00 | Droughty |0.83

 | saturated zone | | saturated zone | | Depth to |0.19

 | | | Cutbanks cave |1.00 | saturated zone |

 | | | | | |
408 Soil Survey of

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3276A: | | | | | |

 Au Gres-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | Cutbanks cave |1.00 | Droughty |0.09

 | | | | | |

3312B: | | | | | |

 Glendenning, very | | | | | |

 stony--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |0.10 | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Glendenning---------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |0.10 | Content of large |0.01

 | | | | | stones |

 | | | | | |

3336A: | | | | | |

 Fenander------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Cutbanks cave |1.00 | Ponding |1.00

 | Ponding |1.00 | Ponding |1.00 | |

 | | | | | |

3403A: | | | | | |

 Loxley--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Subsidence |1.00 | Content of |1.00 | Depth to |1.00

 | Frost action |1.00 | organic matter | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 Beseman-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Frost action |1.00 | Ponding |1.00 | Depth to |1.00

 | Subsidence |1.00 | Content of |1.00 | saturated zone |

 | Ponding |1.00 | organic matter | | Ponding |1.00

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 Dawson--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Subsidence |1.00 | Cutbanks cave |1.00 | Ponding |1.00

 | Frost action |1.00 | Ponding |1.00 | |

 | Ponding |1.00 | Content of |1.00 | |

 | | | organic matter | | |

 | | | | | |

3424C: | | | | | |

 Frogcreek-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | Dense layer |0.50 | |

 | | | | | |
Washburn County, Wisconsin 409

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3424C: | | | | | |

 Magroc--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00 | Content of large |0.03

 | | | Dense layer |0.50 | stones |

 | | | Depth to hard |0.42 | |

 | | | bedrock | | |

 | | | | | |

 Stinnett------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | Dense layer |0.50 | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

3446A: | | | | | |

 Newson--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Cutbanks cave |1.00 | Ponding |1.00

 | Frost action |0.50 | Ponding |1.00 | |

 | | | | | |

3448B: | | | | | |

 Grettum-------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.61

 | | | Depth to |0.35 | |

 | | | saturated zone | | |

 | | | | | |

3448C: | | | | | |

 Grettum-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.04 | Cutbanks cave |1.00 | Droughty |0.61

 | | | Depth to |0.35 | Slope |0.04

 | | | saturated zone | | |

 | | | Slope |0.04 | |

 | | | | | |

3516A: | | | | | |

 Slimlake------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.21

 | | | Depth to |0.99 | |

 | | | saturated zone | | |

 | | | | | |

3629B: | | | | | |

 Perida--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Droughty |0.44

 | | | Too clayey |1.00 | |

 | | | Depth to |0.82 | |

 | | | saturated zone | | |

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
410 Soil Survey of

Table 19a.--Sanitary Facilities

(The information in this table indicates the dominant soil condition but

 does not eliminate the need for onsite investigation. The numbers in

 the value columns range from 0.01 to 1.00. The larger the value, the

 greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further

 explanation of ratings in this table)

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

3A: | | | |

 Totagatic-----------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Ponding |1.00

 | Subsidence |1.00 | Content of |1.00

 | Seepage |1.00 | organic matter |

 | | | |

 Bowstring-----------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Ponding |1.00

 | Subsidence |1.00 | Content of |1.00

 | Seepage |1.00 | organic matter |

 | | | |

 Ausable-------------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Ponding |1.00

 | Subsidence |1.00 | Content of |1.00

 | Seepage |1.00 | organic matter |

 | | | |

22A: | | | |

 Comstock------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | |

 | | | |

24A: | | | |

 Poskin--------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |
Washburn County, Wisconsin 411

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

27A: | | | |

 Scott Lake----------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

28B: | | | |

 Haugen, very stony--|Very limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |0.75

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | Slope |0.32

 | | | |

 Haugen--------------|Very limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |0.75

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | Slope |0.32

 | | | |

 Rosholt, very stony |Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

28C: | | | |

 Haugen, very stony--|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Depth to |0.75

 | Restricted |1.00 | saturated zone |

 | permeability | | Seepage |0.53

 | Slope |0.04 | |

 | | | |

 Haugen--------------|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Depth to |0.75

 | Restricted |1.00 | saturated zone |

 | permeability | | Seepage |0.53

 | Slope |0.04 | |

 | | | |

 Rosholt, very stony |Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | Slope |0.04 | |

 | | | |
412 Soil Survey of

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

28C: | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | Slope |0.04 | |

 | | | |

33B: | | | |

 Chetek--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | Seepage |1.00 | |

 | | | |

33C: | | | |

 Chetek--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.04 | |

 | | | |

38A: | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | |

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

38B: | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

38C: | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | Slope |0.04 | |

 | | | |

38D: | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Seepage |1.00 | |

 | Slope |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

42D: | | | |

 Amery---------------|Very limited | |Very limited |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |0.53

 | Slope |1.00 | |

 | | | |
Washburn County, Wisconsin 413

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

43B: | | | |

 Antigo--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

43C: | | | |

 Antigo--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | Slope |0.37 | |

 | | | |

43D: | | | |

 Antigo--------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

48A: | | | |

 Brill---------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |0.99

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

63A: | | | |

 Crystal Lake--------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | |

 | | | |

63B: | | | |

 Crystal Lake--------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | Slope |0.32

 | | | |

63C: | | | |

 Crystal Lake--------|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Depth to |0.99

 | Restricted |1.00 | saturated zone |

 | permeability | | Seepage |0.53

 | Slope |0.04 | |

 | | | |
414 Soil Survey of

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

63E: | | | |

 Crystal Lake--------|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Seepage |0.53

 | Slope |1.00 | Depth to |0.19

 | Restricted |1.00 | saturated zone |

 | permeability | | |

 | | | |

64A: | | | |

 Totagatic-----------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Ponding |1.00

 | Subsidence |1.00 | Content of |1.00

 | Seepage |1.00 | organic matter |

 | | | |

 Winterfield---------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

69B: | | | |

 Keweenaw------------|Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00

 | | | Slope |0.32

 | | | |

 Sayner--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | Seepage |1.00 | |

 | | | |

 Vilas---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | Seepage |1.00 | |

 | | | |

69C: | | | |

 Keweenaw------------|Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00

 | Slope |0.16 | Slope |1.00

 | | | |

 Sayner--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.16 | |

 | | | |

 Vilas---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.16 | |

 | | | |
Washburn County, Wisconsin 415

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

69E: | | | |

 Keweenaw------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00

 | | | |

 Sayner--------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | | | |

 Vilas---------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | | | |

74B: | | | |

 Vilas---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.08

 | Seepage |1.00 | |

 | | | |

74C: | | | |

 Vilas---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.37 | |

 | | | |

74D: | | | |

 Vilas---------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | | | |

100B: | | | |

 Menahga-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.08

 | Seepage |1.00 | |

 | | | |

100C: | | | |

 Menahga-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.04 | |

 | | | |

100D: | | | |

 Menahga-------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Seepage |1.00 | |

 | Slope |1.00 | |

 | | | |
416 Soil Survey of

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

127D: | | | |

 Amery---------------|Very limited | |Very limited |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |0.53

 | Slope |1.00 | |

 | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Seepage |1.00 | |

 | Slope |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

127E: | | | |

 Amery---------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Restricted |1.00 | Seepage |0.53

 | permeability | | |

 | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

156B: | | | |

 Magnor, very stony--|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | |

 | | | |

 Magnor--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | |

 | | | |

157B: | | | |

 Freeon, very stony--|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | Slope |0.32

 | | | |

 Freeon--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | Slope |0.32

 | | | |

157C: | | | |

 Freeon, very stony--|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |0.53

 | Slope |0.04 | |

 | | | |
Washburn County, Wisconsin 417

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

157C: | | | |

 Freeon--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |0.53

 | Slope |0.04 | |

 | | | |

160A: | | | |

 Oesterle------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

182B: | | | |

 Padus---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.08

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

182C: | | | |

 Padus---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | Slope |0.37 | |

 | | | |

192A: | | | |

 Worcester-----------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

193A: | | | |

 Minocqua------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Ponding |1.00

 | Seepage |1.00 | Content of |1.00

 | Ponding |1.00 | organic matter |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

215B: | | | |

 Pence---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.08

 | Seepage |1.00 | |

 | | | |
418 Soil Survey of

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

215C: | | | |

 Pence---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.37 | |

 | | | |

215D: | | | |

 Pence---------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | | | |

315A: | | | |

 Rib-----------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Ponding |1.00

 | Seepage |1.00 | |

 | Ponding |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

337A: | | | |

 Plover--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | |

 | | | |

368B: | | | |

 Mahtomedi-----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | Seepage |1.00 | |

 | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | Seepage |1.00 | |

 | | | |

368C: | | | |

 Mahtomedi-----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.04 | |

 | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.04 | |

 | | | |
Washburn County, Wisconsin 419

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

368D: | | | |

 Mahtomedi-----------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Seepage |1.00 | |

 | Slope |1.00 | |

 | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Seepage |1.00 | |

 | Slope |1.00 | |

 | | | |

371A: | | | |

 Croswell------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

380B: | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | Seepage |1.00 | |

 | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

380C: | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.04 | |

 | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | Slope |0.04 | |

 | | | |

380D: | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Seepage |1.00 | |

 | Slope |1.00 | |

 | | | |
420 Soil Survey of

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

380D: | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Seepage |1.00 | |

 | Slope |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

383B: | | | |

 Mahtomedi-----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.08

 | Seepage |1.00 | |

 | | | |

383C: | | | |

 Mahtomedi-----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.04 | |

 | | | |

383D: | | | |

 Mahtomedi-----------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Seepage |1.00 | |

 | Slope |1.00 | |

 | | | |

396B: | | | |

 Friendship----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Depth to |0.17

 | Seepage |1.00 | saturated zone |

 | Depth to |0.84 | |

 | saturated zone | | |

 | | | |

 Wurtsmith-----------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

 Grayling------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.08

 | Seepage |1.00 | |

 | | | |

397A: | | | |

 Perchlake-----------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | | | |
Washburn County, Wisconsin 421

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

399B: | | | |

 Grayling------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.08

 | Seepage |1.00 | |

 | | | |

399C: | | | |

 Grayling------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.04 | |

 | | | |

399D: | | | |

 Grayling------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Seepage |1.00 | |

 | Slope |1.00 | |

 | | | |

405A: | | | |

 Lupton--------------|Very limited | |Very limited |

 | Depth to |1.00 | Content of |1.00

 | saturated zone | | organic matter |

 | Subsidence |1.00 | Depth to |1.00

 | Seepage |1.00 | saturated zone |

 | Ponding |1.00 | Seepage |1.00

 | | | Ponding |1.00

 | | | |

 Cathro--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Seepage |1.00

 | Restricted |0.72 | Ponding |1.00

 | permeability | | Content of |1.00

 | | | organic matter |

 | | | |

 Tawas---------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Ponding |1.00

 | Subsidence |1.00 | Content of |1.00

 | Seepage |1.00 | organic matter |

 | Ponding |1.00 | |

 | | | |

406A: | | | |

 Loxley--------------|Very limited | |Very limited |

 | Depth to |1.00 | Content of |1.00

 | saturated zone | | organic matter |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Depth to |1.00

 | Subsidence |1.00 | saturated zone |

 | Seepage |1.00 | Ponding |1.00

 | Ponding |1.00 | |

 | | | |
422 Soil Survey of

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

407A: | | | |

 Seelyeville---------|Very limited | |Very limited |

 | Depth to |1.00 | Content of |1.00

 | saturated zone | | organic matter |

 | Seepage |1.00 | Depth to |1.00

 | Ponding |1.00 | saturated zone |

 | | | Seepage |1.00

 | | | Ponding |1.00

 | | | |

 Markey--------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Ponding |1.00

 | Seepage |1.00 | Content of |1.00

 | Ponding |1.00 | organic matter |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

410A: | | | |

 Seelyeville---------|Very limited | |Very limited |

 | Depth to |1.00 | Content of |1.00

 | saturated zone | | organic matter |

 | Seepage |1.00 | Depth to |1.00

 | Ponding |1.00 | saturated zone |

 | | | Seepage |1.00

 | | | Ponding |1.00

 | | | |

 Cathro--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Seepage |1.00

 | Restricted |0.72 | Ponding |1.00

 | permeability | | Content of |1.00

 | | | organic matter |

 | | | |

412A: | | | |

 Rifle---------------|Very limited | |Very limited |

 | Depth to |1.00 | Content of |1.00

 | saturated zone | | organic matter |

 | Seepage |1.00 | Seepage |1.00

 | Ponding |1.00 | Depth to |1.00

 | | | saturated zone |

 | | | Ponding |1.00

 | | | |

 Tacoosh-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Seepage |1.00

 | Restricted |0.46 | Ponding |1.00

 | permeability | | Content of |1.00

 | | | organic matter |

 | | | |

415A: | | | |

 Greenwood-----------|Very limited | |Very limited |

 | Depth to |1.00 | Content of |1.00

 | saturated zone | | organic matter |

 | Subsidence |1.00 | Depth to |1.00

 | Seepage |1.00 | saturated zone |

 | Ponding |1.00 | Seepage |1.00

 | | | Ponding |1.00

 | | | |
Washburn County, Wisconsin 423

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

439B: | | | |

 Graycalm------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.08

 | Seepage |1.00 | |

 | | | |

 Menahga-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.08

 | Seepage |1.00 | |

 | | | |

439C: | | | |

 Graycalm------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.04 | |

 | | | |

 Menahga-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.04 | |

 | | | |

439D: | | | |

 Graycalm------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Seepage |1.00 | |

 | Slope |1.00 | |

 | | | |

 Menahga-------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Seepage |1.00 | |

 | Slope |1.00 | |

 | | | |

441C: | | | |

 Freeon--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |0.53

 | Slope |0.37 | |

 | | | |

 Cathro--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Seepage |1.00

 | Restricted |0.72 | Ponding |1.00

 | permeability | | Content of |1.00

 | | | organic matter |

 | | | |

442C: | | | |

 Haugen--------------|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Depth to |0.75

 | Restricted |1.00 | saturated zone |

 | permeability | | Seepage |0.53

 | | | |
424 Soil Survey of

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

442C: | | | |

 Greenwood-----------|Very limited | |Very limited |

 | Depth to |1.00 | Content of |1.00

 | saturated zone | | organic matter |

 | Filtering |1.00 | Depth to |1.00

 | capacity | | saturated zone |

 | Seepage |1.00 | Seepage |1.00

 | Ponding |1.00 | Ponding |1.00

 | | | |

443D: | | | |

 Amery---------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Restricted |1.00 | Seepage |0.53

 | permeability | | |

 | | | |

 Greenwood-----------|Very limited | |Very limited |

 | Depth to |1.00 | Content of |1.00

 | saturated zone | | organic matter |

 | Filtering |1.00 | Depth to |1.00

 | capacity | | saturated zone |

 | Seepage |1.00 | Seepage |1.00

 | Ponding |1.00 | Ponding |1.00

 | | | |

461A: | | | |

 Bowstring-----------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Ponding |1.00

 | Subsidence |1.00 | Content of |1.00

 | Seepage |1.00 | organic matter |

 | | | |

484A: | | | |

 Greenwood-----------|Very limited | |Very limited |

 | Depth to |1.00 | Content of |1.00

 | saturated zone | | organic matter |

 | Filtering |1.00 | Depth to |1.00

 | capacity | | saturated zone |

 | Seepage |1.00 | Seepage |1.00

 | Ponding |1.00 | Ponding |1.00

 | | | |

 Beseman-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |1.00

 | permeability | | Ponding |1.00

 | Subsidence |1.00 | Content of |1.00

 | Ponding |1.00 | organic matter |

 | | | |

495B: | | | |

 Karlsborg-----------|Very limited | |Very limited |

 | Restricted |1.00 | Seepage |1.00

 | permeability | | Depth to |0.99

 | Depth to |1.00 | saturated zone |

 | saturated zone | | Slope |0.32

 | Filtering |1.00 | |

 | capacity | | |

 | Seepage |1.00 | |

 | | | |
Washburn County, Wisconsin 425

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

495B: | | | |

 Grettum-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | Seepage |1.00 | Depth to |0.17

 | Depth to |0.84 | saturated zone |

 | saturated zone | | |

 | | | |

 Perida--------------|Very limited | |Very limited |

 | Restricted |1.00 | Seepage |1.00

 | permeability | | Slope |0.32

 | Depth to |1.00 | |

 | saturated zone | | |

 | Filtering |1.00 | |

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

495C: | | | |

 Karlsborg-----------|Very limited | |Very limited |

 | Restricted |1.00 | Seepage |1.00

 | permeability | | Slope |1.00

 | Depth to |1.00 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Filtering |1.00 | |

 | capacity | | |

 | Seepage |1.00 | |

 | Slope |0.04 | |

 | | | |

 Grettum-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | Depth to |0.17

 | Depth to |0.84 | saturated zone |

 | saturated zone | | |

 | Slope |0.04 | |

 | | | |

 Perida--------------|Very limited | |Very limited |

 | Restricted |1.00 | Seepage |1.00

 | permeability | | Slope |1.00

 | Depth to |1.00 | |

 | saturated zone | | |

 | Filtering |1.00 | |

 | capacity | | |

 | Seepage |1.00 | |

 | Slope |0.04 | |

 | | | |

495D: | | | |

 Karlsborg-----------|Very limited | |Very limited |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |1.00

 | Depth to |1.00 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Filtering |1.00 | |

 | capacity | | |

 | Seepage |1.00 | |

 | Slope |1.00 | |

 | | | |
426 Soil Survey of

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

495D: | | | |

 Grettum-------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Seepage |1.00 | Depth to |0.17

 | Slope |1.00 | saturated zone |

 | Depth to |0.84 | |

 | saturated zone | | |

 | | | |

 Perida--------------|Very limited | |Very limited |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |1.00

 | Depth to |1.00 | |

 | saturated zone | | |

 | Filtering |1.00 | |

 | capacity | | |

 | Seepage |1.00 | |

 | Slope |1.00 | |

 | | | |

497A: | | | |

 Meenon--------------|Very limited | |Very limited |

 | Restricted |1.00 | Seepage |1.00

 | permeability | | Depth to |1.00

 | Depth to |1.00 | saturated zone |

 | saturated zone | | |

 | Filtering |1.00 | |

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

515A: | | | |

 Manitowish----------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

521A: | | | |

 Dody----------------|Very limited | |Very limited |

 | Restricted |1.00 | Seepage |1.00

 | permeability | | Depth to |1.00

 | Depth to |1.00 | saturated zone |

 | saturated zone | | Ponding |1.00

 | Filtering |1.00 | Content of |1.00

 | capacity | | organic matter |

 | Seepage |1.00 | |

 | Ponding |1.00 | |

 | | | |

524E: | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

 Frogcreek-----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |0.53

 | | | |
Washburn County, Wisconsin 427

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

524E: | | | |

 Metonga-------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Slope |1.00 | bedrock |

 | Restricted |0.46 | Slope |1.00

 | permeability | | Seepage |1.00

 | | | |

542B: | | | |

 Haugen, very stony--|Very limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |0.75

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | Slope |0.32

 | | | |

 Haugen--------------|Very limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |0.75

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | Slope |0.32

 | | | |

542C: | | | |

 Haugen, very stony--|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Depth to |0.75

 | Restricted |1.00 | saturated zone |

 | permeability | | Seepage |0.53

 | Slope |0.04 | |

 | | | |

 Haugen--------------|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Depth to |0.75

 | Restricted |1.00 | saturated zone |

 | permeability | | Seepage |0.53

 | Slope |0.04 | |

 | | | |

543B: | | | |

 Anigon--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

543C2: | | | |

 Anigon--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | Slope |0.04 | |

 | | | |

544F: | | | |

 Menahga-------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | | | |
428 Soil Survey of

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

544F: | | | |

 Mahtomedi-----------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | | | |

555A: | | | |

 Fordum--------------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Ponding |1.00

 | Seepage |1.00 | |

 | Ponding |1.00 | |

 | | | |

574B: | | | |

 Sayner--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.08

 | Seepage |1.00 | |

 | | | |

574C: | | | |

 Sayner--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.37 | |

 | | | |

574E: | | | |

 Sayner--------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | | | |

579B: | | | |

 Parkfalls-----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | |

 | | | |

600A: | | | |

 Haplosaprists-------|Not rated | |Not rated |

 | | | |

 Psammaquents--------|Not rated | |Not rated |

 | | | |

615B: | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.08

 | Seepage |1.00 | |

 | | | |

615C: | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.04 | |

 | | | |
Washburn County, Wisconsin 429

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

615D: | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Seepage |1.00 | |

 | Slope |1.00 | |

 | | | |

623A: | | | |

 Capitola------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | | | Content of |1.00

 | | | organic matter |

 | | | Seepage |0.53

 | | | |

624A: | | | |

 Ossmer--------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

632A: | | | |

 Aftad---------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | |

 | | | |

632B: | | | |

 Aftad---------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | Slope |0.32

 | | | |

632C: | | | |

 Aftad---------------|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Depth to |0.99

 | Restricted |1.00 | saturated zone |

 | permeability | | Seepage |0.53

 | Slope |0.04 | |

 | | | |

633F: | | | |

 Pence---------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | | | |
430 Soil Survey of

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

633F: | | | |

 Padus---------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

648B: | | | |

 Sconsin-------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |0.99

 | Seepage |1.00 | saturated zone |

 | Restricted |0.46 | Slope |0.32

 | permeability | | |

 | | | |

670C: | | | |

 Keweenaw------------|Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00

 | Slope |0.37 | Slope |1.00

 | | | |

 Pence---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.37 | |

 | | | |

670E: | | | |

 Keweenaw------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00

 | | | |

 Pence---------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | | | |

671B: | | | |

 Spoonerhill, stony--|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |0.75

 | Restricted |1.00 | saturated zone |

 | permeability | | Slope |0.32

 | | | |

 Spoonerhill---------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |0.75

 | Restricted |1.00 | saturated zone |

 | permeability | | Slope |0.32

 | | | |

680B: | | | |

 Stanberry, stony----|Very limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |0.75

 | saturated zone | | saturated zone |

 | Filtering |1.00 | Seepage |0.53

 | capacity | | Slope |0.32

 | Restricted |1.00 | |

 | permeability | | |

 | | | |
Washburn County, Wisconsin 431

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

680B: | | | |

 Pence, stony--------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | Seepage |1.00 | |

 | | | |

683A: | | | |

 Tipler--------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

706A: | | | |

 Winterfield---------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

 Totagatic-----------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Ponding |1.00

 | Seepage |1.00 | |

 | Ponding |1.00 | |

 | | | |

724A: | | | |

 Rib-----------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Ponding |1.00

 | Seepage |1.00 | |

 | Ponding |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

726B: | | | |

 Sissabagama---------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Slope |0.08

 | Restricted |1.00 | |

 | permeability | | |

 | | | |
432 Soil Survey of

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

733A: | | | |

 Wozny---------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | Restricted |0.46 | Content of |1.00

 | permeability | | organic matter |

 | | | Seepage |0.53

 | | | |

771A: | | | |

 Lenroot-------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

827A: | | | |

 Scoba---------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

853C: | | | |

 Frogcreek-----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |0.53

 | | | |

 Stinnett------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | |

 | | | |

 Wozny---------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | Restricted |0.46 | Content of |1.00

 | permeability | | organic matter |

 | | | Seepage |0.53

 | | | |

856B: | | | |

 Stinnett------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | |

 | | | |

857B: | | | |

 Frogcreek-----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | Slope |0.32

 | | | |
Washburn County, Wisconsin 433

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

857C: | | | |

 Frogcreek-----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |0.53

 | Slope |0.16 | |

 | | | |

873B: | | | |

 Stanberry-----------|Very limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |0.75

 | saturated zone | | saturated zone |

 | Filtering |1.00 | Seepage |0.53

 | capacity | | Slope |0.32

 | Restricted |1.00 | |

 | permeability | | |

 | | | |

873C: | | | |

 Stanberry-----------|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Depth to |0.75

 | Filtering |1.00 | saturated zone |

 | capacity | | Seepage |0.53

 | Restricted |1.00 | |

 | permeability | | |

 | Slope |0.37 | |

 | | | |

873D: | | | |

 Stanberry-----------|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Depth to |0.75

 | Filtering |1.00 | saturated zone |

 | capacity | | Seepage |0.53

 | Slope |1.00 | |

 | Restricted |1.00 | |

 | permeability | | |

 | | | |

905A: | | | |

 Cublake-------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Restricted |0.72 | |

 | permeability | | |

 | | | |

926A: | | | |

 Flink---------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Restricted |0.72 | |

 | permeability | | |

 | | | |
434 Soil Survey of

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

943D: | | | |

 Stanberry-----------|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Depth to |0.75

 | Filtering |1.00 | saturated zone |

 | capacity | | Seepage |0.53

 | Restricted |1.00 | |

 | permeability | | |

 | Slope |1.00 | |

 | | | |

 Greenwood-----------|Very limited | |Very limited |

 | Depth to |1.00 | Content of |1.00

 | saturated zone | | organic matter |

 | Ponding |1.00 | Depth to |1.00

 | Restricted |0.46 | saturated zone |

 | permeability | | Ponding |1.00

 | | | Seepage |0.53

 | | | |

948A: | | | |

 Billyboy------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

970C: | | | |

 Keweenaw------------|Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00

 | Slope |0.37 | Slope |1.00

 | | | |

 Pence---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.37 | |

 | | | |

 Greenwood-----------|Very limited | |Very limited |

 | Depth to |1.00 | Content of |1.00

 | saturated zone | | organic matter |

 | Filtering |1.00 | Depth to |1.00

 | capacity | | saturated zone |

 | Seepage |1.00 | Seepage |1.00

 | Ponding |1.00 | Ponding |1.00

 | | | |

970E: | | | |

 Keweenaw------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00

 | | | |

 Pence---------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | | | |
Washburn County, Wisconsin 435

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

970E: | | | |

 Greenwood-----------|Very limited | |Very limited |

 | Depth to |1.00 | Content of |1.00

 | saturated zone | | organic matter |

 | Filtering |1.00 | Depth to |1.00

 | capacity | | saturated zone |

 | Seepage |1.00 | Seepage |1.00

 | Ponding |1.00 | Ponding |1.00

 | | | |

1070C: | | | |

 Fremstadt-----------|Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00

 | Slope |0.16 | Slope |1.00

 | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.04 | |

 | | | |

1070D: | | | |

 Fremstadt-----------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00

 | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Seepage |1.00 | |

 | Slope |1.00 | |

 | | | |

1080B: | | | |

 Spoonerhill---------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |0.75

 | Restricted |1.00 | saturated zone |

 | permeability | | Slope |0.32

 | | | |

 Spoonerhill, stony--|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |0.75

 | Restricted |1.00 | saturated zone |

 | permeability | | Slope |0.32

 | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.08

 | Seepage |1.00 | |

 | | | |

1653C: | | | |

 Stanberry-----------|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Depth to |0.75

 | Filtering |1.00 | saturated zone |

 | capacity | | Seepage |0.53

 | Restricted |1.00 | |

 | permeability | | |

 | Slope |0.04 | |

 | | | |
436 Soil Survey of

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

1653C: | | | |

 Parkfalls-----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | |

 | | | |

 Wozny---------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | Restricted |0.46 | Content of |1.00

 | permeability | | organic matter |

 | | | Seepage |0.53

 | | | |

2015: | | | |

 Pits----------------|Not rated | |Not rated |

 | | | |

2050: | | | |

 Landfill------------|Not rated | |Not rated |

 | | | |

3011A: | | | |

 Barronett-----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Ponding |1.00

 | permeability | | Seepage |0.53

 | Ponding |1.00 | |

 | | | |

3125A: | | | |

 Meehan--------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

3126A: | | | |

 Wurtsmith-----------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

3276A: | | | |

 Au Gres-------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

3312B: | | | |

 Glendenning, very | | | |

 stony--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | |

 | | | |
Washburn County, Wisconsin 437

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

3312B: | | | |

 Glendenning---------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | |

 | | | |

3336A: | | | |

 Fenander------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Ponding |1.00

 | permeability | | Seepage |0.53

 | Ponding |1.00 | |

 | | | |

3403A: | | | |

 Loxley--------------|Very limited | |Very limited |

 | Depth to |1.00 | Content of |1.00

 | saturated zone | | organic matter |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Depth to |1.00

 | Subsidence |1.00 | saturated zone |

 | Seepage |1.00 | Ponding |1.00

 | Ponding |1.00 | |

 | | | |

 Beseman-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |1.00

 | permeability | | Ponding |1.00

 | Subsidence |1.00 | Content of |1.00

 | Ponding |1.00 | organic matter |

 | | | |

 Dawson--------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Ponding |1.00

 | Subsidence |1.00 | Content of |1.00

 | Seepage |1.00 | organic matter |

 | Ponding |1.00 | |

 | | | |

3424C: | | | |

 Frogcreek-----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |0.53

 | | | |

 Magroc--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Depth to bedrock |0.78 | Seepage |1.00

 | Restricted |0.50 | Depth to hard |0.42

 | permeability | | bedrock |

 | | | |
438 Soil Survey of

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

3424C: | | | |

 Stinnett------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | |

 | | | |

 Rock outcrop. | | | |

 | | | |

3446A: | | | |

 Newson--------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Ponding |1.00

 | Seepage |1.00 | Content of |1.00

 | Ponding |1.00 | organic matter |

 | | | |

3448B: | | | |

 Grettum-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Depth to |0.17

 | Seepage |1.00 | saturated zone |

 | Depth to |0.84 | Slope |0.08

 | saturated zone | | |

 | | | |

3448C: | | | |

 Grettum-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | Depth to |0.17

 | Depth to |0.84 | saturated zone |

 | saturated zone | | |

 | Slope |0.04 | |

 | | | |

3516A: | | | |

 Slimlake------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

3629B: | | | |

 Perida--------------|Very limited | |Very limited |

 | Restricted |1.00 | Seepage |1.00

 | permeability | | |

 | Depth to |1.00 | |

 | saturated zone | | |

 | Filtering |1.00 | |

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

M-W: | | | |

 Miscellaneous water |Not rated | |Not rated |

 | | | |

W: | | | |

 Water---------------|Not rated | |Not rated |

 | | | | _________________________________________________________________________
Washburn County, Wisconsin 439

Table 19b.--Sanitary Facilities

(The information in this table indicates the dominant soil condition but does not eliminate the

 need for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The

 larger the value, the greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further explanation of ratings in

 this table)

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3A: | | | | | |

 Totagatic-----------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Depth to |1.00

 | Depth to |1.00 | Depth to |1.00 | saturated zone |

 | saturated zone | | saturated zone | | Too sandy |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |1.00 | Ponding |1.00 | Ponding |1.00

 | Ponding |1.00 | | | |

 | | | | | |

 Bowstring-----------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Depth to |1.00

 | Depth to |1.00 | Depth to |1.00 | saturated zone |

 | saturated zone | | saturated zone | | Content of |1.00

 | Content of |1.00 | Seepage |1.00 | organic matter |

 | organic matter | | Ponding |1.00 | Ponding |1.00

 | Seepage |1.00 | | | Seepage |0.16

 | Ponding |1.00 | | | |

 | | | | | |

 Ausable-------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Depth to |1.00

 | Depth to |1.00 | Depth to |1.00 | saturated zone |

 | saturated zone | | saturated zone | | Too sandy |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |1.00 | Ponding |1.00 | Ponding |1.00

 | Ponding |1.00 | | | |

 | | | | | |

22A: | | | | | |

 Comstock------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

24A: | | | | | |

 Poskin--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

27A: | | | | | |

 Scott Lake----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.47

 | Too sandy |1.00 | | | saturated zone |

 | | | | | Gravel content |0.09

 | | | | | |

28B: | | | | | |

 Haugen, very stony--|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.99 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Gravel content |0.01

 | | | | | |
440 Soil Survey of

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

28B: | | | | | |

 Haugen--------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.99 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Gravel content |0.01

 | | | | | |

 Rosholt, very stony |Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.06

 | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.02

 | | | | | |

28C: | | | | | |

 Haugen, very stony--|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.99 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | Gravel content |0.01

 | | | | | |

 Haugen--------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.99 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | Gravel content |0.01

 | | | | | |

 Rosholt, very stony |Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.04 | Seepage |1.00

 | Slope |0.04 | | | Gravel content |0.06

 | | | | | Slope |0.04

 | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.04 | Seepage |1.00

 | Slope |0.04 | | | Slope |0.04

 | | | | | Gravel content |0.02

 | | | | | |

33B: | | | | | |

 Chetek--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.11

 | | | | | |

33C: | | | | | |

 Chetek--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.04 | Seepage |1.00

 | Slope |0.04 | | | Gravel content |0.11

 | | | | | Slope |0.04

 | | | | | |

38A: | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.02

 | | | | | |
Washburn County, Wisconsin 441

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

38B: | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.02

 | | | | | |

38C: | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.04 | Seepage |1.00

 | Slope |0.04 | | | Slope |0.04

 | | | | | Gravel content |0.02

 | | | | | |

38D: | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |1.00 | Seepage |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | Gravel content |0.02

 | | | | | |

42D: | | | | | |

 Amery---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Gravel content |0.02

 | | | | | |

43B: | | | | | |

 Antigo--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

43C: | | | | | |

 Antigo--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.37 | Seepage |1.00

 | Slope |0.37 | | | Slope |0.37

 | | | | | |

43D: | | | | | |

 Antigo--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

48A: | | | | | |

 Brill---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00 | Too sandy |1.00

 | saturated zone | | Depth to |0.99 | Seepage |1.00

 | Seepage |1.00 | saturated zone | | Depth to |0.99

 | Too sandy |1.00 | | | saturated zone |

 | | | | | |

63A: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

63B: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |
442 Soil Survey of

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

63C: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | |

63E: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00 | Slope |1.00

 | saturated zone | | Depth to |1.00 | Depth to |0.47

 | Slope |1.00 | saturated zone | | saturated zone |

 | | | | | |

64A: | | | | | |

 Totagatic-----------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Depth to |1.00

 | Depth to |1.00 | Depth to |1.00 | saturated zone |

 | saturated zone | | saturated zone | | Too sandy |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |1.00 | Ponding |1.00 | Ponding |1.00

 | Ponding |1.00 | | | |

 | | | | | |

 Winterfield---------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Depth to |1.00

 | Depth to |1.00 | Depth to |1.00 | saturated zone |

 | saturated zone | | saturated zone | | Too sandy |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |1.00 | | | |

 | | | | | |

69B: | | | | | |

 Keweenaw------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |0.50

 | Too sandy |0.50 | | | Seepage |0.22

 | | | | | |

 Sayner--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.07

 | | | | | |

 Vilas---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

69C: | | | | | |

 Keweenaw------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |0.50

 | Too sandy |0.50 | Slope |0.16 | Seepage |0.22

 | Slope |0.16 | | | Slope |0.16

 | | | | | |

 Sayner--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.16 | Seepage |1.00

 | Slope |0.16 | | | Slope |0.16

 | | | | | Gravel content |0.03

 | | | | | |

 Vilas---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.16 | Seepage |1.00

 | Slope |0.16 | | | Slope |0.16

 | | | | | |
Washburn County, Wisconsin 443

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

69E: | | | | | |

 Keweenaw------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |0.50

 | Too sandy |0.50 | | | Seepage |0.22

 | | | | | |

 Sayner--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.03

 | | | | | |

 Vilas---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

74B: | | | | | |

 Vilas---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

74C: | | | | | |

 Vilas---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.37 | Seepage |1.00

 | Slope |0.37 | | | Slope |0.37

 | | | | | |

74D: | | | | | |

 Vilas---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

100B: | | | | | |

 Menahga-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

100C: | | | | | |

 Menahga-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.04 | Seepage |1.00

 | Slope |0.04 | | | Slope |0.04

 | | | | | |

100D: | | | | | |

 Menahga-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |1.00 | Seepage |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | |

127D: | | | | | |

 Amery---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Gravel content |0.02

 | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |1.00 | Seepage |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | Gravel content |0.06

 | | | | | |
444 Soil Survey of

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

127E: | | | | | |

 Amery---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Gravel content |0.02

 | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.06

 | | | | | |

156B: | | | | | |

 Magnor, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Magnor--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

157B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Freeon--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

157C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | |

 Freeon--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | |

160A: | | | | | |

 Oesterle------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.04

 | | | | | |

182B: | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

182C: | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.37 | Seepage |1.00

 | Slope |0.37 | | | Slope |0.37

 | | | | | |
Washburn County, Wisconsin 445

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

192A: | | | | | |

 Worcester-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.04

 | | | | | |

193A: | | | | | |

 Minocqua------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Ponding |1.00 | Seepage |1.00

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | Gravel content |0.01

 | | | | | |

215B: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.16

 | | | | | |

215C: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.37 | Seepage |1.00

 | Slope |0.37 | | | Slope |0.37

 | | | | | Gravel content |0.16

 | | | | | |

215D: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.16

 | | | | | |

315A: | | | | | |

 Rib-----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Ponding |1.00 | Seepage |1.00

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

337A: | | | | | |

 Plover--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too sandy |1.00 | | | Too sandy |1.00

 | | | | | |

368B: | | | | | |

 Mahtomedi-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.01

 | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.02

 | | | | | |
446 Soil Survey of

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

368C: | | | | | |

 Mahtomedi-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.04 | Seepage |1.00

 | Slope |0.04 | | | Slope |0.04

 | | | | | Gravel content |0.01

 | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.04 | Seepage |1.00

 | Slope |0.04 | | | Slope |0.04

 | | | | | Gravel content |0.02

 | | | | | |

368D: | | | | | |

 Mahtomedi-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |1.00 | Seepage |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | Gravel content |0.01

 | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |1.00 | Seepage |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | Gravel content |0.02

 | | | | | |

371A: | | | | | |

 Croswell------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.86

 | Too sandy |1.00 | | | saturated zone |

 | | | | | |

380B: | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.02

 | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.02

 | | | | | |

380C: | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.04 | Seepage |1.00

 | Slope |0.04 | | | Slope |0.04

 | | | | | Gravel content |0.02

 | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.04 | Seepage |1.00

 | Slope |0.04 | | | Slope |0.04

 | | | | | Gravel content |0.02

 | | | | | |
Washburn County, Wisconsin 447

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

380D: | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |1.00 | Seepage |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | Gravel content |0.02

 | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |1.00 | Seepage |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | Gravel content |0.02

 | | | | | |

383B: | | | | | |

 Mahtomedi-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.01

 | | | | | |

383C: | | | | | |

 Mahtomedi-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.04 | Seepage |1.00

 | Slope |0.04 | | | Slope |0.04

 | | | | | Gravel content |0.01

 | | | | | |

383D: | | | | | |

 Mahtomedi-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |1.00 | Seepage |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | Gravel content |0.01

 | | | | | |

396B: | | | | | |

 Friendship----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | |

 | Too sandy |1.00 | | | |

 | | | | | |

 Wurtsmith-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.86

 | Too sandy |1.00 | | | saturated zone |

 | | | | | |

 Grayling------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

397A: | | | | | |

 Perchlake-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |0.50 | | | Too sandy |0.50

 | | | | | |

399B: | | | | | |

 Grayling------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |
448 Soil Survey of

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

399C: | | | | | |

 Grayling------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.04 | Seepage |1.00

 | Slope |0.04 | | | Slope |0.04

 | | | | | |

399D: | | | | | |

 Grayling------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |1.00 | Seepage |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | |

405A: | | | | | |

 Lupton--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Seepage |1.00 | Content of |1.00

 | organic matter | | Ponding |1.00 | organic matter |

 | Seepage |1.00 | | | Ponding |1.00

 | Ponding |1.00 | | | Seepage |0.16

 | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Seepage |1.00 | Ponding |1.00

 | | | Ponding |1.00 | |

 | | | | | |

 Tawas---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Ponding |1.00 | Seepage |1.00

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

406A: | | | | | |

 Loxley--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Seepage |1.00 | Content of |1.00

 | organic matter | | Ponding |1.00 | organic matter |

 | Seepage |1.00 | | | Ponding |1.00

 | Ponding |1.00 | | | Seepage |0.16

 | | | | | |

407A: | | | | | |

 Seelyeville---------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Seepage |1.00 | Content of |1.00

 | organic matter | | Ponding |1.00 | organic matter |

 | Seepage |1.00 | | | Ponding |1.00

 | Ponding |1.00 | | | Seepage |0.16

 | | | | | |

 Markey--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Ponding |1.00 | Seepage |1.00

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |
Washburn County, Wisconsin 449

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

410A: | | | | | |

 Seelyeville---------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Seepage |1.00 | Content of |1.00

 | organic matter | | Ponding |1.00 | organic matter |

 | Seepage |1.00 | | | Ponding |1.00

 | Ponding |1.00 | | | Seepage |0.16

 | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Seepage |1.00 | Ponding |1.00

 | | | Ponding |1.00 | |

 | | | | | |

412A: | | | | | |

 Rifle---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Content of |1.00

 | Content of |1.00 | Ponding |1.00 | organic matter |

 | organic matter | | | | Ponding |1.00

 | Ponding |1.00 | | | Seepage |0.52

 | | | | | |

 Tacoosh-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Seepage |1.00 | Content of |1.00

 | organic matter | | Ponding |1.00 | organic matter |

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | Seepage |0.21

 | | | | | |

415A: | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Seepage |1.00 | Content of |1.00

 | organic matter | | Ponding |1.00 | organic matter |

 | Seepage |1.00 | | | Ponding |1.00

 | Ponding |1.00 | | | Seepage |0.16

 | | | | | |

439B: | | | | | |

 Graycalm------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

 Menahga-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

439C: | | | | | |

 Graycalm------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.04 | Seepage |1.00

 | Slope |0.04 | | | Slope |0.04

 | | | | | |

 Menahga-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.04 | Seepage |1.00

 | Slope |0.04 | | | Slope |0.04

 | | | | | |
450 Soil Survey of

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

439D: | | | | | |

 Graycalm------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |1.00 | Seepage |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | |

 Menahga-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |1.00 | Seepage |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | |

441C: | | | | | |

 Freeon--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |0.37 | Slope |0.37 | Slope |0.37

 | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Seepage |1.00 | Ponding |1.00

 | | | Ponding |1.00 | |

 | | | | | |

442C: | | | | | |

 Haugen--------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.99 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Gravel content |0.01

 | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Seepage |1.00 | Content of |1.00

 | organic matter | | Ponding |1.00 | organic matter |

 | Seepage |1.00 | | | Ponding |1.00

 | Ponding |1.00 | | | Seepage |0.22

 | | | | | |

443D: | | | | | |

 Amery---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Gravel content |0.02

 | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Seepage |1.00 | Content of |1.00

 | organic matter | | Ponding |1.00 | organic matter |

 | Seepage |1.00 | | | Ponding |1.00

 | Ponding |1.00 | | | Seepage |0.22

 | | | | | |

461A: | | | | | |

 Bowstring-----------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Depth to |1.00

 | Depth to |1.00 | Depth to |1.00 | saturated zone |

 | saturated zone | | saturated zone | | Content of |1.00

 | Content of |1.00 | Seepage |1.00 | organic matter |

 | organic matter | | Ponding |1.00 | Ponding |1.00

 | Seepage |1.00 | | | Seepage |0.16

 | Ponding |1.00 | | | |

 | | | | | |
Washburn County, Wisconsin 451

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

484A: | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Seepage |1.00 | Content of |1.00

 | organic matter | | Ponding |1.00 | organic matter |

 | Seepage |1.00 | | | Ponding |1.00

 | Ponding |1.00 | | | Seepage |0.22

 | | | | | |

 Beseman-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Seepage |1.00 | Content of |1.00

 | organic matter | | Ponding |1.00 | organic matter |

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | Seepage |0.22

 | | | | | |

495B: | | | | | |

 Karlsborg-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00 | Too sandy |1.00

 | saturated zone | | Depth to |0.99 | Seepage |1.00

 | Seepage |1.00 | saturated zone | | Too clayey |1.00

 | Too sandy |1.00 | | | Depth to |0.99

 | | | | | saturated zone |

 | | | | | |

 Grettum-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | |

 | Too sandy |1.00 | | | |

 | | | | | |

 Perida--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | Depth to |0.09 | | | |

 | saturated zone | | | | |

 | | | | | |

495C: | | | | | |

 Karlsborg-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00 | Too sandy |1.00

 | saturated zone | | Depth to |0.99 | Seepage |1.00

 | Seepage |1.00 | saturated zone | | Too clayey |1.00

 | Too sandy |1.00 | Slope |0.04 | Depth to |0.99

 | Slope |0.04 | | | saturated zone |

 | | | | | Slope |0.04

 | | | | | |

 Grettum-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Slope |0.04

 | Too sandy |1.00 | Slope |0.04 | |

 | Slope |0.04 | | | |

 | | | | | |

 Perida--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.04 | Seepage |1.00

 | Depth to |0.09 | | | Slope |0.04

 | saturated zone | | | | |

 | Slope |0.04 | | | |

 | | | | | |
452 Soil Survey of

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

495D: | | | | | |

 Karlsborg-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00 | Too sandy |1.00

 | saturated zone | | Slope |1.00 | Seepage |1.00

 | Seepage |1.00 | Depth to |0.99 | Too clayey |1.00

 | Too sandy |1.00 | saturated zone | | Slope |1.00

 | Slope |1.00 | | | Depth to |0.99

 | | | | | saturated zone |

 | | | | | |

 Grettum-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |1.00 | Slope |1.00 | |

 | Slope |1.00 | | | |

 | | | | | |

 Perida--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |1.00 | Seepage |1.00

 | Slope |1.00 | | | Slope |1.00

 | Depth to |0.09 | | | |

 | saturated zone | | | | |

 | | | | | |

497A: | | | | | |

 Meenon--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

515A: | | | | | |

 Manitowish----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.47

 | Too sandy |1.00 | | | saturated zone |

 | | | | | Gravel content |0.04

 | | | | | |

521A: | | | | | |

 Dody----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too clayey |1.00

 | Too clayey |1.00 | Ponding |1.00 | Hard to compact |1.00

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

524E: | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Frogcreek-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Metonga-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Slope |1.00

 | | | Seepage |1.00 | |

 | | | | | |
Washburn County, Wisconsin 453

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

542B: | | | | | |

 Haugen, very stony--|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.99 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Gravel content |0.01

 | | | | | |

 Haugen--------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.99 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Gravel content |0.01

 | | | | | |

542C: | | | | | |

 Haugen, very stony--|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.99 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | Gravel content |0.01

 | | | | | |

 Haugen--------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.99 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | Gravel content |0.01

 | | | | | |

543B: | | | | | |

 Anigon--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

543C2: | | | | | |

 Anigon--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.04 | Seepage |1.00

 | Slope |0.04 | | | Slope |0.04

 | | | | | |

544F: | | | | | |

 Menahga-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

 Mahtomedi-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.01

 | | | | | |

555A: | | | | | |

 Fordum--------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Depth to |1.00

 | Depth to |1.00 | Depth to |1.00 | saturated zone |

 | saturated zone | | saturated zone | | Too sandy |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |1.00 | Ponding |1.00 | Ponding |1.00

 | Ponding |1.00 | | | |

 | | | | | |

574B: | | | | | |

 Sayner--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.08

 | | | | | |
454 Soil Survey of

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

574C: | | | | | |

 Sayner--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.37 | Seepage |1.00

 | Slope |0.37 | | | Slope |0.37

 | | | | | Gravel content |0.08

 | | | | | |

574E: | | | | | |

 Sayner--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.08

 | | | | | |

579B: | | | | | |

 Parkfalls-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

600A: | | | | | |

 Haplosaprists-------|Not rated | |Very limited | |Not rated |

 | | | Ponding |1.00 | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

 Psammaquents--------|Not rated | |Very limited | |Not rated |

 | | | Ponding |1.00 | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

615B: | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.02

 | | | | | |

615C: | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.04 | Seepage |1.00

 | Slope |0.04 | | | Slope |0.04

 | | | | | Gravel content |0.02

 | | | | | |

615D: | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |1.00 | Seepage |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | Gravel content |0.02

 | | | | | |

623A: | | | | | |

 Capitola------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |
Washburn County, Wisconsin 455

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

624A: | | | | | |

 Ossmer--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

632A: | | | | | |

 Aftad---------------|Very limited | |Very limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

632B: | | | | | |

 Aftad---------------|Very limited | |Very limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

632C: | | | | | |

 Aftad---------------|Very limited | |Very limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | |

633F: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.16

 | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

648B: | | | | | |

 Sconsin-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00 | Depth to |0.99

 | saturated zone | | Depth to |0.99 | saturated zone |

 | Seepage |1.00 | saturated zone | | |

 | | | | | |

670C: | | | | | |

 Keweenaw------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |0.50

 | Too sandy |0.50 | Slope |0.37 | Slope |0.37

 | Slope |0.37 | | | Seepage |0.22

 | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.37 | Seepage |1.00

 | Slope |0.37 | | | Slope |0.37

 | | | | | Gravel content |0.16

 | | | | | |

670E: | | | | | |

 Keweenaw------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |0.50

 | Too sandy |0.50 | | | Seepage |0.22

 | | | | | |
456 Soil Survey of

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

670E: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.16

 | | | | | |

671B: | | | | | |

 Spoonerhill, stony--|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.99 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Too sandy |0.50 | | | Too sandy |0.50

 | | | | | |

 Spoonerhill---------|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.99 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Too sandy |0.50 | | | Too sandy |0.50

 | | | | | |

680B: | | | | | |

 Stanberry, stony----|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.99 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Too sandy |0.50 | | | Too sandy |0.50

 | | | | | |

 Pence, stony--------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.16

 | | | | | |

683A: | | | | | |

 Tipler--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.47

 | Too sandy |1.00 | | | saturated zone |

 | | | | | Gravel content |0.02

 | | | | | |

706A: | | | | | |

 Winterfield---------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Depth to |1.00

 | Depth to |1.00 | Depth to |1.00 | saturated zone |

 | saturated zone | | saturated zone | | Too sandy |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |1.00 | | | |

 | | | | | |

 Totagatic-----------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Depth to |1.00

 | Depth to |1.00 | Depth to |1.00 | saturated zone |

 | saturated zone | | saturated zone | | Too sandy |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |1.00 | Ponding |1.00 | Ponding |1.00

 | Ponding |1.00 | | | |

 | | | | | |

724A: | | | | | |

 Rib-----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Ponding |1.00 | Seepage |1.00

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |
Washburn County, Wisconsin 457

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

724A: | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

726B: | | | | | |

 Sissabagama---------|Very limited | |Very limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |0.47

 | saturated zone | | saturated zone | | saturated zone |

 | | | Seepage |1.00 | |

 | | | | | |

733A: | | | | | |

 Wozny---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

771A: | | | | | |

 Lenroot-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.86

 | Too sandy |1.00 | | | saturated zone |

 | | | | | Gravel content |0.05

 | | | | | |

827A: | | | | | |

 Scoba---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.86

 | Too sandy |1.00 | | | saturated zone |

 | | | | | Gravel content |0.03

 | | | | | |

853C: | | | | | |

 Frogcreek-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Stinnett------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Wozny---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

856B: | | | | | |

 Stinnett------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

857B: | | | | | |

 Frogcreek-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

857C: | | | | | |

 Frogcreek-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |0.16 | Slope |0.16 | Slope |0.16

 | | | | | |
458 Soil Survey of

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

873B: | | | | | |

 Stanberry-----------|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.99 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Too sandy |0.50 | | | Too sandy |0.50

 | | | | | |

873C: | | | | | |

 Stanberry-----------|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.99 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Too sandy |0.50 | Slope |0.37 | Too sandy |0.50

 | Slope |0.37 | | | Slope |0.37

 | | | | | |

873D: | | | | | |

 Stanberry-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to |0.99 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Too sandy |0.50 | | | Too sandy |0.50

 | | | | | |

905A: | | | | | |

 Cublake-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | saturated zone | | Too sandy |0.50

 | Too sandy |0.50 | Seepage |1.00 | Depth to |0.47

 | | | | | saturated zone |

 | | | | | |

926A: | | | | | |

 Flink---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | Seepage |1.00 | |

 | | | | | |

943D: | | | | | |

 Stanberry-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to |0.99 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Too sandy |0.50 | | | Too sandy |0.50

 | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Ponding |1.00 | Content of |1.00

 | organic matter | | | | organic matter |

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

948A: | | | | | |

 Billyboy------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.99

 | Too sandy |1.00 | | | saturated zone |

 | | | | | |

970C: | | | | | |

 Keweenaw------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |0.50

 | Too sandy |0.50 | Slope |0.37 | Slope |0.37

 | Slope |0.37 | | | Seepage |0.22

 | | | | | |
Washburn County, Wisconsin 459

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

970C: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.37 | Seepage |1.00

 | Slope |0.37 | | | Slope |0.37

 | | | | | Gravel content |0.16

 | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Seepage |1.00 | Content of |1.00

 | organic matter | | Ponding |1.00 | organic matter |

 | Seepage |1.00 | | | Ponding |1.00

 | Ponding |1.00 | | | Seepage |0.22

 | | | | | |

970E: | | | | | |

 Keweenaw------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |0.50

 | Too sandy |0.50 | | | Seepage |0.22

 | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.16

 | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Seepage |1.00 | Content of |1.00

 | organic matter | | Ponding |1.00 | organic matter |

 | Seepage |1.00 | | | Ponding |1.00

 | Ponding |1.00 | | | Seepage |0.22

 | | | | | |

1070C: | | | | | |

 Fremstadt-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |0.50 | Slope |0.16 | Too sandy |0.50

 | Slope |0.16 | | | Slope |0.16

 | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.04 | Seepage |1.00

 | Slope |0.04 | | | Slope |0.04

 | | | | | Gravel content |0.02

 | | | | | |

1070D: | | | | | |

 Fremstadt-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |0.50 | | | Too sandy |0.50

 | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |1.00 | Seepage |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | Gravel content |0.02

 | | | | | |
460 Soil Survey of

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

1080B: | | | | | |

 Spoonerhill---------|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.99 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Too sandy |0.50 | | | Too sandy |0.50

 | | | | | |

 Spoonerhill, stony--|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.99 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Too sandy |0.50 | | | Too sandy |0.50

 | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.02

 | | | | | |

1653C: | | | | | |

 Stanberry-----------|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.99 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Too sandy |0.50 | Slope |0.04 | Too sandy |0.50

 | Slope |0.04 | | | Slope |0.04

 | | | | | |

 Parkfalls-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Wozny---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

2015: | | | | | |

 Pits----------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2050: | | | | | |

 Landfill------------|Not rated | |Not rated | |Not rated |

 | | | | | |

3011A: | | | | | |

 Barronett-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

3125A: | | | | | |

 Meehan--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

3126A: | | | | | |

 Wurtsmith-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.86

 | Too sandy |1.00 | | | saturated zone |

 | | | | | |
Washburn County, Wisconsin 461

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3276A: | | | | | |

 Au Gres-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

3312B: | | | | | |

 Glendenning, very | | | | | |

 stony--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Glendenning---------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

3336A: | | | | | |

 Fenander------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

3403A: | | | | | |

 Loxley--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Seepage |1.00 | Content of |1.00

 | organic matter | | Ponding |1.00 | organic matter |

 | Seepage |1.00 | | | Ponding |1.00

 | Ponding |1.00 | | | Seepage |0.16

 | | | | | |

 Beseman-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Seepage |1.00 | Content of |1.00

 | organic matter | | Ponding |1.00 | organic matter |

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | Seepage |0.22

 | | | | | |

 Dawson--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Content of |1.00

 | Content of |1.00 | Ponding |1.00 | organic matter |

 | organic matter | | | | Ponding |1.00

 | Ponding |1.00 | | | Seepage |0.16

 | | | | | |

3424C: | | | | | |

 Frogcreek-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Magroc--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to bedrock |1.00 | Depth to bedrock |0.42 | Too sandy |0.50

 | Too sandy |0.50 | | | Depth to bedrock |0.42

 | | | | | |
462 Soil Survey of

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3424C: | | | | | |

 Stinnett------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

3446A: | | | | | |

 Newson--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Ponding |1.00 | Seepage |1.00

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

3448B: | | | | | |

 Grettum-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | |

 | Too sandy |1.00 | | | |

 | | | | | |

3448C: | | | | | |

 Grettum-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Slope |0.04

 | Too sandy |1.00 | Slope |0.04 | |

 | Slope |0.04 | | | |

 | | | | | |

3516A: | | | | | |

 Slimlake------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.47

 | Too sandy |1.00 | | | saturated zone |

 | | | | | |

3629B: | | | | | |

 Perida--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | Depth to |0.09 | | | |

 | saturated zone | | | | |

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
Washburn County, Wisconsin 463

Table 20a.--Construction Materials

(The information in this table indicates the dominant soil condition but

 does not eliminate the need for onsite investigation. The ratings

 given for the thickest layer are for the thickest layer above and

 excluding the bottom layer. The numbers in the value columns range

 from 0.00 to 0.99. The greater the value, the greater the likelihood

 that the bottom layer or thickest layer of the soil is a source of

 sand or gravel. "Not rated" indicates that data are not available or

 that no rating is applicable. See text for further explanation of

 ratings in this table)

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

3A: | | | |

 Totagatic-----------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.44

 | Thickest layer |0.00 | Bottom layer |0.64

 | | | |

 Bowstring-----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Ausable-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.58

 | | | |

22A: | | | |

 Comstock------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

24A: | | | |

 Poskin--------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

27A: | | | |

 Scott Lake----------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.02

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

28B: | | | |

 Haugen, very stony--|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.02

 | Thickest layer |0.00 | Thickest layer |0.04

 | | | |

 Haugen--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.02

 | Thickest layer |0.00 | Thickest layer |0.04

 | | | |

 Rosholt, very stony |Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.02

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

 Rosholt-------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.02

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

28C: | | | |

 Haugen, very stony--|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.02

 | Thickest layer |0.00 | Thickest layer |0.04

 | | | |
464 Soil Survey of

Table 20a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

28C: | | | |

 Haugen--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.02

 | Thickest layer |0.00 | Thickest layer |0.04

 | | | |

 Rosholt, very stony |Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.02

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

 Rosholt-------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.02

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

33B: | | | |

 Chetek--------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.20 | Bottom layer |0.50

 | | | |

33C: | | | |

 Chetek--------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.20 | Bottom layer |0.50

 | | | |

38A: | | | |

 Rosholt-------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.02

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

38B: | | | |

 Rosholt-------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.02

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

38C: | | | |

 Rosholt-------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.02

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

38D: | | | |

 Rosholt-------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.02

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

42D: | | | |

 Amery---------------|Poor | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.03

 | Bottom layer |0.00 | Thickest layer |0.03

 | | | |

43B: | | | |

 Antigo--------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

43C: | | | |

 Antigo--------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

43D: | | | |

 Antigo--------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |
Washburn County, Wisconsin 465

Table 20a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

48A: | | | |

 Brill---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

63A: | | | |

 Crystal Lake--------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

63B: | | | |

 Crystal Lake--------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

63C: | | | |

 Crystal Lake--------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

63E: | | | |

 Crystal Lake--------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

64A: | | | |

 Totagatic-----------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.44

 | Thickest layer |0.00 | Bottom layer |0.64

 | | | |

 Winterfield---------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.10

 | Bottom layer |0.00 | Bottom layer |0.64

 | | | |

69B: | | | |

 Keweenaw------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.10

 | Thickest layer |0.00 | Thickest layer |0.11

 | | | |

 Sayner--------------|Fair | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.43

 | Bottom layer |0.08 | Thickest layer |0.72

 | | | |

 Vilas---------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.72

 | Thickest layer |0.00 | Bottom layer |0.86

 | | | |

69C: | | | |

 Keweenaw------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.10

 | Thickest layer |0.00 | Thickest layer |0.11

 | | | |

 Sayner--------------|Fair | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.43

 | Bottom layer |0.08 | Thickest layer |0.72

 | | | |

 Vilas---------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.72

 | Thickest layer |0.00 | Bottom layer |0.86

 | | | |
466 Soil Survey of

Table 20a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

69E: | | | |

 Keweenaw------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.10

 | Thickest layer |0.00 | Thickest layer |0.11

 | | | |

 Sayner--------------|Fair | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.43

 | Bottom layer |0.08 | Thickest layer |0.72

 | | | |

 Vilas---------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.72

 | Thickest layer |0.00 | Bottom layer |0.86

 | | | |

74B: | | | |

 Vilas---------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.72

 | Thickest layer |0.00 | Bottom layer |0.86

 | | | |

74C: | | | |

 Vilas---------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.72

 | Thickest layer |0.00 | Bottom layer |0.86

 | | | |

74D: | | | |

 Vilas---------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.72

 | Thickest layer |0.00 | Bottom layer |0.86

 | | | |

100B: | | | |

 Menahga-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.34

 | Thickest layer |0.00 | Bottom layer |0.64

 | | | |

100C: | | | |

 Menahga-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.34

 | Thickest layer |0.00 | Bottom layer |0.64

 | | | |

100D: | | | |

 Menahga-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.34

 | Thickest layer |0.00 | Bottom layer |0.64

 | | | |

127D: | | | |

 Amery---------------|Poor | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.03

 | Bottom layer |0.00 | Thickest layer |0.03

 | | | |

 Rosholt-------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.02

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

127E: | | | |

 Amery---------------|Poor | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.03

 | Bottom layer |0.00 | Thickest layer |0.03

 | | | |

 Rosholt-------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.02

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |
Washburn County, Wisconsin 467

Table 20a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

156B: | | | |

 Magnor, very stony--|Poor | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.04

 | | | |

 Magnor--------------|Poor | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.04

 | | | |

157B: | | | |

 Freeon, very stony--|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.03

 | Thickest layer |0.00 | Thickest layer |0.04

 | | | |

 Freeon--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.03

 | Thickest layer |0.00 | Thickest layer |0.04

 | | | |

157C: | | | |

 Freeon, very stony--|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.03

 | Thickest layer |0.00 | Thickest layer |0.04

 | | | |

 Freeon--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.03

 | Thickest layer |0.00 | Thickest layer |0.04

 | | | |

160A: | | | |

 Oesterle------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.04

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

182B: | | | |

 Padus---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.02

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

182C: | | | |

 Padus---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.02

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

192A: | | | |

 Worcester-----------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.04

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

193A: | | | |

 Minocqua------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

215B: | | | |

 Pence---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

215C: | | | |

 Pence---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |
468 Soil Survey of

Table 20a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

215D: | | | |

 Pence---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

315A: | | | |

 Rib-----------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

337A: | | | |

 Plover--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

368B: | | | |

 Mahtomedi-----------|Fair | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.64

 | Bottom layer |0.01 | Thickest layer |0.64

 | | | |

 Cress---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.08

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

368C: | | | |

 Mahtomedi-----------|Fair | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.64

 | Bottom layer |0.01 | Thickest layer |0.64

 | | | |

 Cress---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.08

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

368D: | | | |

 Mahtomedi-----------|Fair | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.64

 | Bottom layer |0.01 | Thickest layer |0.64

 | | | |

 Cress---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.08

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

371A: | | | |

 Croswell------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.40

 | Thickest layer |0.00 | Bottom layer |0.86

 | | | |

380B: | | | |

 Cress---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.08

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

 Rosholt-------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.02

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

380C: | | | |

 Cress---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.08

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |
Washburn County, Wisconsin 469

Table 20a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

380C: | | | |

 Rosholt-------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.02

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

380D: | | | |

 Cress---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.08

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

 Rosholt-------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.02

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

383B: | | | |

 Mahtomedi-----------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.64

 | Bottom layer |0.01 | Bottom layer |0.64

 | | | |

383C: | | | |

 Mahtomedi-----------|Fair | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.64

 | Bottom layer |0.01 | Thickest layer |0.64

 | | | |

383D: | | | |

 Mahtomedi-----------|Fair | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.64

 | Bottom layer |0.01 | Thickest layer |0.64

 | | | |

396B: | | | |

 Friendship----------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.69

 | Thickest layer |0.00 | Bottom layer |0.86

 | | | |

 Wurtsmith-----------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.56

 | Thickest layer |0.00 | Bottom layer |0.82

 | | | |

 Grayling------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.64

 | Thickest layer |0.00 | Bottom layer |0.64

 | | | |

397A: | | | |

 Perchlake-----------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.44

 | Thickest layer |0.00 | Bottom layer |0.64

 | | | |

399B: | | | |

 Grayling------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.64

 | Thickest layer |0.00 | Bottom layer |0.64

 | | | |

399C: | | | |

 Grayling------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.64

 | Thickest layer |0.00 | Bottom layer |0.64

 | | | |

399D: | | | |

 Grayling------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.64

 | Thickest layer |0.00 | Bottom layer |0.64

 | | | |
470 Soil Survey of

Table 20a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

405A: | | | |

 Lupton--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Cathro--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.03

 | | | |

 Tawas---------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.20

 | | | |

406A: | | | |

 Loxley--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

407A: | | | |

 Seelyeville---------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Markey--------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.64

 | | | |

410A: | | | |

 Seelyeville---------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Cathro--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.03

 | | | |

412A: | | | |

 Rifle---------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Tacoosh-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.03

 | | | |

415A: | | | |

 Greenwood-----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

439B: | | | |

 Graycalm------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.18

 | Thickest layer |0.00 | Thickest layer |0.47

 | | | |

 Menahga-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.34

 | Thickest layer |0.00 | Bottom layer |0.64

 | | | |
Washburn County, Wisconsin 471

Table 20a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

439C: | | | |

 Graycalm------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.18

 | Thickest layer |0.00 | Thickest layer |0.47

 | | | |

 Menahga-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.34

 | Thickest layer |0.00 | Bottom layer |0.64

 | | | |

439D: | | | |

 Graycalm------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.18

 | Thickest layer |0.00 | Thickest layer |0.47

 | | | |

 Menahga-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.34

 | Thickest layer |0.00 | Bottom layer |0.64

 | | | |

441C: | | | |

 Freeon--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.03

 | Thickest layer |0.00 | Thickest layer |0.04

 | | | |

 Cathro--------------|Poor | |Not rated |

 | Bottom layer |0.00 | |

 | Thickest layer |0.00 | |

 | | | |

442C: | | | |

 Haugen--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.02

 | Thickest layer |0.00 | Thickest layer |0.04

 | | | |

 Greenwood-----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

443D: | | | |

 Amery---------------|Poor | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.03

 | Bottom layer |0.00 | Thickest layer |0.03

 | | | |

 Greenwood-----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

461A: | | | |

 Bowstring-----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

484A: | | | |

 Greenwood-----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Beseman-------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |
472 Soil Survey of

Table 20a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

495B: | | | |

 Karlsborg-----------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.72

 | | | |

 Grettum-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.36

 | Thickest layer |0.00 | Bottom layer |0.58

 | | | |

 Perida--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.58

 | Thickest layer |0.00 | Thickest layer |0.72

 | | | |

495C: | | | |

 Karlsborg-----------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.72

 | | | |

 Grettum-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.36

 | Thickest layer |0.00 | Bottom layer |0.58

 | | | |

 Perida--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.58

 | Thickest layer |0.00 | Thickest layer |0.72

 | | | |

495D: | | | |

 Karlsborg-----------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.72

 | | | |

 Grettum-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.36

 | Thickest layer |0.00 | Bottom layer |0.58

 | | | |

 Perida--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.58

 | Thickest layer |0.00 | Thickest layer |0.72

 | | | |

497A: | | | |

 Meenon--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.72

 | Thickest layer |0.00 | Bottom layer |0.72

 | | | |

515A: | | | |

 Manitowish----------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

521A: | | | |

 Dody----------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.13

 | | | |

524E: | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

 Frogcreek-----------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.00 | Bottom layer |0.09

 | | | |
Washburn County, Wisconsin 473

Table 20a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

524E: | | | |

 Metonga-------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.04

 | | | |

542B: | | | |

 Haugen, very stony--|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.02

 | Thickest layer |0.00 | Thickest layer |0.04

 | | | |

 Haugen--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.02

 | Thickest layer |0.00 | Thickest layer |0.04

 | | | |

542C: | | | |

 Haugen, very stony--|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.02

 | Thickest layer |0.00 | Thickest layer |0.04

 | | | |

 Haugen--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.02

 | Thickest layer |0.00 | Thickest layer |0.04

 | | | |

543B: | | | |

 Anigon--------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

543C2: | | | |

 Anigon--------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

544F: | | | |

 Menahga-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.34

 | Thickest layer |0.00 | Bottom layer |0.64

 | | | |

 Mahtomedi-----------|Fair | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.64

 | Bottom layer |0.01 | Thickest layer |0.64

 | | | |

555A: | | | |

 Fordum--------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.53

 | | | |

574B: | | | |

 Sayner--------------|Fair | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.43

 | Bottom layer |0.08 | Thickest layer |0.72

 | | | |

574C: | | | |

 Sayner--------------|Fair | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.43

 | Bottom layer |0.08 | Thickest layer |0.72

 | | | |

574E: | | | |

 Sayner--------------|Fair | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.43

 | Bottom layer |0.08 | Thickest layer |0.72

 | | | |
474 Soil Survey of

Table 20a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

579B: | | | |

 Parkfalls-----------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.00 | Bottom layer |0.07

 | | | |

600A: | | | |

 Haplosaprists-------|Not rated | |Not rated |

 | | | |

 Psammaquents--------|Not rated | |Not rated |

 | | | |

615B: | | | |

 Cress---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.08

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

615C: | | | |

 Cress---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.08

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

615D: | | | |

 Cress---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.08

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

623A: | | | |

 Capitola------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.04

 | | | |

624A: | | | |

 Ossmer--------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

632A: | | | |

 Aftad---------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

632B: | | | |

 Aftad---------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

632C: | | | |

 Aftad---------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

633F: | | | |

 Pence---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

 Padus---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.02

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |
Washburn County, Wisconsin 475

Table 20a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

648B: | | | |

 Sconsin-------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.25 | Bottom layer |0.01

 | | | |

670C: | | | |

 Keweenaw------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.10

 | Thickest layer |0.00 | Thickest layer |0.11

 | | | |

 Pence---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

670E: | | | |

 Keweenaw------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.10

 | Thickest layer |0.00 | Thickest layer |0.11

 | | | |

 Pence---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

671B: | | | |

 Spoonerhill, stony--|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.11

 | Thickest layer |0.00 | Thickest layer |0.11

 | | | |

 Spoonerhill---------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.11

 | Thickest layer |0.00 | Thickest layer |0.11

 | | | |

680B: | | | |

 Stanberry, stony----|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.00 | Bottom layer |0.07

 | | | |

 Pence, stony--------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

683A: | | | |

 Tipler--------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

706A: | | | |

 Winterfield---------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.64

 | | | |

 Totagatic-----------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.44

 | Thickest layer |0.00 | Bottom layer |0.64

 | | | |

724A: | | | |

 Rib-----------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |
476 Soil Survey of

Table 20a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

726B: | | | |

 Sissabagama---------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.36

 | | | |

733A: | | | |

 Wozny---------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.09

 | | | |

771A: | | | |

 Lenroot-------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.54

 | | | |

827A: | | | |

 Scoba---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.02

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

853C: | | | |

 Frogcreek-----------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.00 | Bottom layer |0.09

 | | | |

 Stinnett------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.09

 | | | |

 Wozny---------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.09

 | | | |

856B: | | | |

 Stinnett------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.09

 | | | |

857B: | | | |

 Frogcreek-----------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.00 | Bottom layer |0.09

 | | | |

857C: | | | |

 Frogcreek-----------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.00 | Bottom layer |0.09

 | | | |

873B: | | | |

 Stanberry-----------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.00 | Bottom layer |0.07

 | | | |

873C: | | | |

 Stanberry-----------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.00 | Bottom layer |0.07

 | | | |

873D: | | | |

 Stanberry-----------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.00 | Bottom layer |0.07

 | | | |
Washburn County, Wisconsin 477

Table 20a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

905A: | | | |

 Cublake-------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.08

 | | | |

926A: | | | |

 Flink---------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.59

 | | | |

943D: | | | |

 Stanberry-----------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.00 | Bottom layer |0.07

 | | | |

 Greenwood-----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

948A: | | | |

 Billyboy------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

970C: | | | |

 Keweenaw------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.10

 | Thickest layer |0.00 | Thickest layer |0.11

 | | | |

 Pence---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

 Greenwood-----------|Not rated | |Not rated |

 | | | |

970E: | | | |

 Keweenaw------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.10

 | Thickest layer |0.00 | Thickest layer |0.11

 | | | |

 Pence---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

 Greenwood-----------|Not rated | |Not rated |

 | | | |

1070C: | | | |

 Fremstadt-----------|Poor | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.07

 | Bottom layer |0.00 | Thickest layer |0.07

 | | | |

 Cress---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.08

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

1070D: | | | |

 Fremstadt-----------|Poor | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.07

 | Bottom layer |0.00 | Thickest layer |0.07

 | | | |
478 Soil Survey of

Table 20a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

1070D: | | | |

 Cress---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.08

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

1080B: | | | |

 Spoonerhill---------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.10

 | Thickest layer |0.00 | Thickest layer |0.10

 | | | |

 Spoonerhill, stony--|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.11

 | Thickest layer |0.00 | Thickest layer |0.11

 | | | |

 Cress---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.08

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

1653C: | | | |

 Stanberry-----------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.00 | Bottom layer |0.07

 | | | |

 Parkfalls-----------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.00 | Bottom layer |0.07

 | | | |

 Wozny---------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.09

 | | | |

2015: | | | |

 Pits----------------|Not rated | |Not rated |

 | | | |

2050: | | | |

 Landfill------------|Not rated | |Not rated |

 | | | |

3011A: | | | |

 Barronett-----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

3125A: | | | |

 Meehan--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.48

 | Thickest layer |0.00 | Bottom layer |0.82

 | | | |

3126A: | | | |

 Wurtsmith-----------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.54

 | Thickest layer |0.00 | Bottom layer |0.82

 | | | |

3276A: | | | |

 Au Gres-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.72

 | Thickest layer |0.00 | Bottom layer |0.86

 | | | |

3312B: | | | |

 Glendenning, very | | | |

 stony--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.03

 | Thickest layer |0.00 | Thickest layer |0.04

 | | | |
Washburn County, Wisconsin 479

Table 20a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

3312B: | | | |

 Glendenning---------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.03

 | Thickest layer |0.00 | Thickest layer |0.04

 | | | |

3336A: | | | |

 Fenander------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

3403A: | | | |

 Loxley--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Beseman-------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Dawson--------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.64

 | | | |

3424C: | | | |

 Frogcreek-----------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.00 | Bottom layer |0.09

 | | | |

 Magroc--------------|Poor | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.10

 | Bottom layer |0.00 | Thickest layer |0.10

 | | | |

 Stinnett------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.09

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

3446A: | | | |

 Newson--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.82

 | Thickest layer |0.00 | Thickest layer |0.82

 | | | |

3448B: | | | |

 Grettum-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.36

 | Thickest layer |0.00 | Bottom layer |0.58

 | | | |

3448C: | | | |

 Grettum-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.36

 | Thickest layer |0.00 | Bottom layer |0.58

 | | | |

3516A: | | | |

 Slimlake------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.54

 | Thickest layer |0.00 | Bottom layer |0.79

 | | | |

3629B: | | | |

 Perida--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.58

 | Thickest layer |0.00 | Thickest layer |0.72

 | | | |
480 Soil Survey of

Table 20a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

M-W: | | | |

 Miscellaneous water |Not rated | |Not rated |

 | | | |

W: | | | |

 Water---------------|Not rated | |Not rated |

 | | | | _________________________________________________________________________
Washburn County, Wisconsin 481

Table 20b.--Construction Materials

(The information in this table indicates the dominant soil condition but does not eliminate the

 need for onsite investigation. The numbers in the value columns range from 0.00 to 0.99. The

 smaller the value, the greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further explanation of ratings in

 this table)

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3A: | | | | | |

 Totagatic-----------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to |0.00 | Too sandy |0.00

 | Low content of |0.12 | saturated zone | | Depth to |0.00

 | organic matter | | | | saturated zone |

 | Too acid |0.68 | | | |

 | | | | | |

 Bowstring-----------|Good | |Poor | |Poor |

 | | | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | |

 Ausable-------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to |0.00 | Too sandy |0.00

 | Low content of |0.12 | saturated zone | | Depth to |0.00

 | organic matter | | | | saturated zone |

 | Too acid |0.97 | | | |

 | | | | | |

22A: | | | | | |

 Comstock------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.54 | | | Too acid |0.98

 | Water erosion |0.90 | | | |

 | | | | | |

24A: | | | | | |

 Poskin--------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.68 | | | Hard to reclaim |0.68

 | Water erosion |0.90 | | | (rock fragments)|

 | | | | | |

27A: | | | | | |

 Scott Lake----------|Fair | |Fair | |Fair |

 | Low content of |0.12 | Depth to |0.89 | Hard to reclaim |0.32

 | organic matter | | saturated zone | | (rock fragments)|

 | Too acid |0.68 | | | Depth to |0.89

 | Droughty |0.95 | | | saturated zone |

 | | | | | Rock fragments |0.97

 | | | | | |

28B: | | | | | |

 Haugen, very stony--|Fair | |Fair | |Poor |

 | Low content of |0.12 | Depth to |0.53 | Hard to reclaim |0.00

 | organic matter | | saturated zone | | (dense layer) |

 | Too acid |0.54 | | | Rock fragments |0.00

 | | | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |
482 Soil Survey of

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

28B: | | | | | |

 Haugen--------------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Depth to |0.53 | Hard to reclaim |0.00

 | organic matter | | saturated zone | | (dense layer) |

 | Too acid |0.54 | | | Rock fragments |0.00

 | | | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |

 Rosholt, very stony |Fair | |Good | |Fair |

 | Low content of |0.12 | | | Rock fragments |0.12

 | organic matter | | | | Hard to reclaim |0.32

 | Droughty |0.60 | | | (rock fragments)|

 | Too acid |0.68 | | | |

 | | | | | |

 Rosholt-------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Rock fragments |0.12

 | organic matter | | | | Hard to reclaim |0.50

 | Droughty |0.67 | | | (rock fragments)|

 | Too acid |0.68 | | | |

 | | | | | |

28C: | | | | | |

 Haugen, very stony--|Fair | |Fair | |Poor |

 | Low content of |0.12 | Depth to |0.53 | Hard to reclaim |0.00

 | organic matter | | saturated zone | | (dense layer) |

 | Too acid |0.54 | | | Rock fragments |0.00

 | | | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | Slope |0.96

 | | | | | Too acid |0.98

 | | | | | |

 Haugen--------------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Depth to |0.53 | Hard to reclaim |0.00

 | organic matter | | saturated zone | | (dense layer) |

 | Too acid |0.54 | | | Rock fragments |0.00

 | | | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | Slope |0.96

 | | | | | Too acid |0.98

 | | | | | |

 Rosholt, very stony |Fair | |Good | |Fair |

 | Low content of |0.12 | | | Rock fragments |0.12

 | organic matter | | | | Hard to reclaim |0.32

 | Droughty |0.60 | | | (rock fragments)|

 | Too acid |0.68 | | | Slope |0.96

 | | | | | |

 Rosholt-------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Rock fragments |0.12

 | organic matter | | | | Hard to reclaim |0.50

 | Droughty |0.67 | | | (rock fragments)|

 | Too acid |0.68 | | | Slope |0.96

 | | | | | |
Washburn County, Wisconsin 483

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

33B: | | | | | |

 Chetek--------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Droughty |0.06 | | | Rock fragments |0.00

 | Low content of |0.12 | | | Hard to reclaim |0.32

 | organic matter | | | | (rock fragments)|

 | Too acid |0.84 | | | |

 | | | | | |

33C: | | | | | |

 Chetek--------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Droughty |0.06 | | | Rock fragments |0.00

 | Low content of |0.12 | | | Hard to reclaim |0.32

 | organic matter | | | | (rock fragments)|

 | Too acid |0.84 | | | Slope |0.96

 | | | | | |

38A: | | | | | |

 Rosholt-------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Rock fragments |0.12

 | organic matter | | | | Hard to reclaim |0.50

 | Droughty |0.67 | | | (rock fragments)|

 | Too acid |0.68 | | | |

 | | | | | |

38B: | | | | | |

 Rosholt-------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Rock fragments |0.12

 | organic matter | | | | Hard to reclaim |0.50

 | Droughty |0.67 | | | (rock fragments)|

 | Too acid |0.68 | | | |

 | | | | | |

38C: | | | | | |

 Rosholt-------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Rock fragments |0.12

 | organic matter | | | | Hard to reclaim |0.50

 | Droughty |0.67 | | | (rock fragments)|

 | Too acid |0.68 | | | Slope |0.96

 | | | | | |

38D: | | | | | |

 Rosholt-------------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Slope |0.98 | Slope |0.00

 | organic matter | | | | Rock fragments |0.12

 | Droughty |0.67 | | | Hard to reclaim |0.50

 | Too acid |0.68 | | | (rock fragments)|

 | | | | | |

42D: | | | | | |

 Amery---------------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Slope |0.98 | Slope |0.00

 | organic matter | | | | Rock fragments |0.00

 | Too acid |0.54 | | | Hard to reclaim |0.03

 | | | | | (dense layer) |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |

43B: | | | | | |

 Antigo--------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Hard to reclaim |0.68

 | organic matter | | | | (rock fragments)|

 | Too acid |0.68 | | | |

 | Water erosion |0.90 | | | |

 | | | | | |
484 Soil Survey of

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

43C: | | | | | |

 Antigo--------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Slope |0.63

 | organic matter | | | | Hard to reclaim |0.68

 | Too acid |0.68 | | | (rock fragments)|

 | Water erosion |0.90 | | | |

 | | | | | |

43D: | | | | | |

 Antigo--------------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Slope |0.08 | Slope |0.00

 | organic matter | | | | Hard to reclaim |0.68

 | Too acid |0.68 | | | (rock fragments)|

 | Water erosion |0.90 | | | |

 | | | | | |

48A: | | | | | |

 Brill---------------|Fair | |Fair | |Fair |

 | Low content of |0.12 | Depth to |0.14 | Depth to |0.14

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.68 | | | Hard to reclaim |0.68

 | Water erosion |0.90 | | | (rock fragments)|

 | | | | | |

63A: | | | | | |

 Crystal Lake--------|Fair | |Fair | |Fair |

 | Low content of |0.12 | Depth to |0.53 | Depth to |0.53

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.54 | | | Too acid |0.98

 | Water erosion |0.90 | | | |

 | | | | | |

63B: | | | | | |

 Crystal Lake--------|Fair | |Fair | |Fair |

 | Low content of |0.12 | Depth to |0.53 | Depth to |0.53

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.54 | | | Too acid |0.98

 | Water erosion |0.90 | | | |

 | | | | | |

63C: | | | | | |

 Crystal Lake--------|Fair | |Fair | |Fair |

 | Low content of |0.12 | Depth to |0.53 | Depth to |0.53

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.54 | | | Slope |0.96

 | Water erosion |0.90 | | | Too acid |0.98

 | | | | | |

63E: | | | | | |

 Crystal Lake--------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Slope |0.00 | Slope |0.00

 | organic matter | | Depth to |0.89 | Depth to |0.89

 | Too acid |0.54 | saturated zone | | saturated zone |

 | Water erosion |0.90 | | | Too acid |0.98

 | | | | | |

64A: | | | | | |

 Totagatic-----------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to |0.00 | Too sandy |0.00

 | Low content of |0.12 | saturated zone | | Depth to |0.00

 | organic matter | | | | saturated zone |

 | Too acid |0.68 | | | |

 | | | | | |
Washburn County, Wisconsin 485

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

64A: | | | | | |

 Winterfield---------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | saturated zone | | Depth to |0.00

 | Low content of |0.12 | | | saturated zone |

 | organic matter | | | | Rock fragments |0.88

 | Droughty |0.48 | | | |

 | | | | | |

69B: | | | | | |

 Keweenaw------------|Poor | |Good | |Fair |

 | Wind erosion |0.00 | | | Too sandy |0.04

 | Too sandy |0.04 | | | Rock fragments |0.88

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | | | | | |

 Sayner--------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Rock fragments |0.00

 | Droughty |0.01 | | | Hard to reclaim |0.50

 | Low content of |0.12 | | | (rock fragments)|

 | organic matter | | | | |

 | Too acid |0.54 | | | |

 | | | | | |

 Vilas---------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Rock fragments |0.97

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | Droughty |0.96 | | | |

 | | | | | |

69C: | | | | | |

 Keweenaw------------|Poor | |Good | |Fair |

 | Wind erosion |0.00 | | | Too sandy |0.04

 | Too sandy |0.04 | | | Slope |0.84

 | Low content of |0.12 | | | Rock fragments |0.88

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | | | | | |

 Sayner--------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Rock fragments |0.00

 | Droughty |0.01 | | | Hard to reclaim |0.50

 | Low content of |0.12 | | | (rock fragments)|

 | organic matter | | | | Slope |0.84

 | Too acid |0.54 | | | |

 | | | | | |

 Vilas---------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.84

 | Low content of |0.12 | | | Rock fragments |0.97

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | Droughty |0.96 | | | |

 | | | | | |
486 Soil Survey of

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

69E: | | | | | |

 Keweenaw------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Slope |0.00 | Slope |0.00

 | Too sandy |0.04 | | | Too sandy |0.04

 | Low content of |0.12 | | | Rock fragments |0.88

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | | | | | |

 Sayner--------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Slope |0.00 | Slope |0.00

 | Wind erosion |0.00 | | | Too sandy |0.00

 | Droughty |0.01 | | | Rock fragments |0.00

 | Low content of |0.12 | | | Hard to reclaim |0.50

 | organic matter | | | | (rock fragments)|

 | Too acid |0.54 | | | |

 | | | | | |

 Vilas---------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Slope |0.00 | Slope |0.00

 | Wind erosion |0.00 | | | Too sandy |0.00

 | Low content of |0.12 | | | Rock fragments |0.97

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | Droughty |0.96 | | | |

 | | | | | |

74B: | | | | | |

 Vilas---------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Rock fragments |0.97

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | Droughty |0.96 | | | |

 | | | | | |

74C: | | | | | |

 Vilas---------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.63

 | Low content of |0.12 | | | Rock fragments |0.97

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | Droughty |0.96 | | | |

 | | | | | |

74D: | | | | | |

 Vilas---------------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Slope |0.08 | Slope |0.00

 | Wind erosion |0.00 | | | Too sandy |0.00

 | Low content of |0.12 | | | Rock fragments |0.97

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | Droughty |0.96 | | | |

 | | | | | |

100B: | | | | | |

 Menahga-------------|Poor | |Good | |Poor |

 | Wind erosion |0.00 | | | Too sandy |0.00

 | Too sandy |0.00 | | | Too acid |0.88

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Droughty |0.23 | | | |

 | Too acid |0.50 | | | |

 | | | | | |
Washburn County, Wisconsin 487

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

100C: | | | | | |

 Menahga-------------|Poor | |Good | |Poor |

 | Wind erosion |0.00 | | | Too sandy |0.00

 | Too sandy |0.00 | | | Too acid |0.88

 | Low content of |0.12 | | | Slope |0.96

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.60 | | | |

 | | | | | |

100D: | | | | | |

 Menahga-------------|Poor | |Fair | |Poor |

 | Wind erosion |0.00 | Slope |0.32 | Slope |0.00

 | Too sandy |0.00 | | | Too sandy |0.00

 | Low content of |0.12 | | | Too acid |0.88

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.60 | | | |

 | | | | | |

127D: | | | | | |

 Amery---------------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Slope |0.98 | Slope |0.00

 | organic matter | | | | Rock fragments |0.00

 | Too acid |0.54 | | | Hard to reclaim |0.03

 | | | | | (dense layer) |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |

 Rosholt-------------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Slope |0.98 | Slope |0.00

 | organic matter | | | | Rock fragments |0.12

 | Droughty |0.60 | | | Hard to reclaim |0.32

 | Too acid |0.68 | | | (rock fragments)|

 | | | | | |

127E: | | | | | |

 Amery---------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Slope |0.00 | Slope |0.00

 | organic matter | | | | Rock fragments |0.00

 | Too acid |0.54 | | | Hard to reclaim |0.03

 | | | | | (dense layer) |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |

 Rosholt-------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Slope |0.00 | Slope |0.00

 | organic matter | | | | Rock fragments |0.12

 | Droughty |0.60 | | | Hard to reclaim |0.32

 | Too acid |0.68 | | | (rock fragments)|

 | | | | | |

156B: | | | | | |

 Magnor, very stony--|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | organic matter | | saturated zone | | (dense layer) |

 | Too acid |0.20 | | | Depth to |0.00

 | Water erosion |0.90 | | | saturated zone |

 | | | | | Rock fragments |0.00

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |
488 Soil Survey of

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

156B: | | | | | |

 Magnor--------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | organic matter | | saturated zone | | (dense layer) |

 | Too acid |0.20 | | | Depth to |0.00

 | Water erosion |0.90 | | | saturated zone |

 | | | | | Rock fragments |0.00

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

157B: | | | | | |

 Freeon, very stony--|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.68 | | | Rock fragments |0.00

 | Water erosion |0.90 | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

 Freeon--------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.61 | | | Rock fragments |0.00

 | Water erosion |0.90 | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

157C: | | | | | |

 Freeon, very stony--|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.68 | | | Rock fragments |0.00

 | Water erosion |0.90 | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | Slope |0.96

 | | | | | |

 Freeon--------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.61 | | | Rock fragments |0.00

 | Water erosion |0.90 | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | Slope |0.96

 | | | | | |

160A: | | | | | |

 Oesterle------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.68 | | | Rock fragments |0.12

 | Droughty |0.91 | | | Hard to reclaim |0.32

 | | | | | (rock fragments)|

 | | | | | |

182B: | | | | | |

 Padus---------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Hard to reclaim |0.68

 | organic matter | | | | (rock fragments)|

 | Too acid |0.54 | | | Rock fragments |0.98

 | | | | | Too acid |0.98

 | | | | | |
Washburn County, Wisconsin 489

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

182C: | | | | | |

 Padus---------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Slope |0.63

 | organic matter | | | | Hard to reclaim |0.68

 | Too acid |0.54 | | | (rock fragments)|

 | | | | | Rock fragments |0.98

 | | | | | Too acid |0.98

 | | | | | |

192A: | | | | | |

 Worcester-----------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.54 | | | Rock fragments |0.12

 | Droughty |0.96 | | | Hard to reclaim |0.68

 | | | | | (rock fragments)|

 | | | | | |

193A: | | | | | |

 Minocqua------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.68 | | | Rock fragments |0.12

 | Water erosion |0.99 | | | Hard to reclaim |0.68

 | | | | | (rock fragments)|

 | | | | | |

215B: | | | | | |

 Pence---------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Low content of |0.12 | | | Rock fragments |0.00

 | organic matter | | | | Hard to reclaim |0.32

 | Droughty |0.26 | | | (rock fragments)|

 | Too acid |0.54 | | | |

 | | | | | |

215C: | | | | | |

 Pence---------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Low content of |0.12 | | | Rock fragments |0.00

 | organic matter | | | | Hard to reclaim |0.32

 | Droughty |0.26 | | | (rock fragments)|

 | Too acid |0.54 | | | Slope |0.63

 | | | | | |

215D: | | | | | |

 Pence---------------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Slope |0.08 | Slope |0.00

 | Low content of |0.12 | | | Too sandy |0.00

 | organic matter | | | | Rock fragments |0.00

 | Droughty |0.26 | | | Hard to reclaim |0.32

 | Too acid |0.54 | | | (rock fragments)|

 | | | | | |

315A: | | | | | |

 Rib-----------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.88 | | | Hard to reclaim |0.68

 | Water erosion |0.90 | | | (rock fragments)|

 | | | | | |

337A: | | | | | |

 Plover--------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.68 | | | |

 | | | | | |
490 Soil Survey of

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

368B: | | | | | |

 Mahtomedi-----------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Rock fragments |0.00

 | Droughty |0.00 | | | Hard to reclaim |0.92

 | Low content of |0.12 | | | (rock fragments)|

 | organic matter | | | | |

 | Too acid |0.84 | | | |

 | | | | | |

 Cress---------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Rock fragments |0.02

 | organic matter | | | | Too sandy |0.22

 | Too sandy |0.22 | | | Hard to reclaim |0.32

 | Droughty |0.40 | | | (rock fragments)|

 | Too acid |0.54 | | | Too acid |0.98

 | | | | | |

368C: | | | | | |

 Mahtomedi-----------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Rock fragments |0.00

 | Droughty |0.00 | | | Hard to reclaim |0.92

 | Low content of |0.12 | | | (rock fragments)|

 | organic matter | | | | Slope |0.96

 | Too acid |0.84 | | | |

 | | | | | |

 Cress---------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Rock fragments |0.02

 | organic matter | | | | Too sandy |0.22

 | Too sandy |0.22 | | | Hard to reclaim |0.32

 | Droughty |0.40 | | | (rock fragments)|

 | Too acid |0.54 | | | Slope |0.96

 | | | | | Too acid |0.98

 | | | | | |

368D: | | | | | |

 Mahtomedi-----------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Slope |0.50 | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.00

 | Droughty |0.00 | | | Rock fragments |0.00

 | Low content of |0.12 | | | Hard to reclaim |0.92

 | organic matter | | | | (rock fragments)|

 | Too acid |0.84 | | | |

 | | | | | |

 Cress---------------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Slope |0.50 | Slope |0.00

 | organic matter | | | | Rock fragments |0.02

 | Too sandy |0.22 | | | Too sandy |0.22

 | Droughty |0.40 | | | Hard to reclaim |0.32

 | Too acid |0.54 | | | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |

371A: | | | | | |

 Croswell------------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Depth to |0.53 | Too sandy |0.00

 | Wind erosion |0.00 | saturated zone | | Depth to |0.53

 | Low content of |0.12 | | | saturated zone |

 | organic matter | | | | Rock fragments |0.97

 | Droughty |0.33 | | | |

 | Too acid |0.50 | | | |

 | | | | | |
Washburn County, Wisconsin 491

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

380B: | | | | | |

 Cress---------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Rock fragments |0.02

 | organic matter | | | | Too sandy |0.22

 | Too sandy |0.22 | | | Hard to reclaim |0.32

 | Droughty |0.40 | | | (rock fragments)|

 | Too acid |0.54 | | | Too acid |0.98

 | | | | | |

 Rosholt-------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Rock fragments |0.12

 | organic matter | | | | Hard to reclaim |0.50

 | Droughty |0.67 | | | (rock fragments)|

 | Too acid |0.68 | | | |

 | | | | | |

380C: | | | | | |

 Cress---------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Rock fragments |0.02

 | organic matter | | | | Too sandy |0.22

 | Too sandy |0.22 | | | Hard to reclaim |0.32

 | Droughty |0.40 | | | (rock fragments)|

 | Too acid |0.54 | | | Slope |0.96

 | | | | | Too acid |0.98

 | | | | | |

 Rosholt-------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Rock fragments |0.12

 | organic matter | | | | Hard to reclaim |0.50

 | Droughty |0.67 | | | (rock fragments)|

 | Too acid |0.68 | | | Slope |0.96

 | | | | | |

380D: | | | | | |

 Cress---------------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Slope |0.32 | Slope |0.00

 | organic matter | | | | Rock fragments |0.02

 | Too sandy |0.22 | | | Too sandy |0.22

 | Droughty |0.40 | | | Hard to reclaim |0.32

 | Too acid |0.54 | | | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |

 Rosholt-------------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Slope |0.32 | Slope |0.00

 | organic matter | | | | Rock fragments |0.12

 | Droughty |0.67 | | | Hard to reclaim |0.50

 | Too acid |0.68 | | | (rock fragments)|

 | | | | | |

383B: | | | | | |

 Mahtomedi-----------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Rock fragments |0.00

 | Droughty |0.00 | | | Hard to reclaim |0.92

 | Low content of |0.12 | | | (rock fragments)|

 | organic matter | | | | |

 | Too acid |0.84 | | | |

 | | | | | |

383C: | | | | | |

 Mahtomedi-----------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Rock fragments |0.00

 | Droughty |0.00 | | | Hard to reclaim |0.92

 | Low content of |0.12 | | | (rock fragments)|

 | organic matter | | | | Slope |0.96

 | Too acid |0.84 | | | |

 | | | | | |
492 Soil Survey of

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

383D: | | | | | |

 Mahtomedi-----------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Slope |0.32 | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.00

 | Droughty |0.00 | | | Rock fragments |0.00

 | Low content of |0.12 | | | Hard to reclaim |0.92

 | organic matter | | | | (rock fragments)|

 | Too acid |0.84 | | | |

 | | | | | |

396B: | | | | | |

 Friendship----------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | |

 | Droughty |0.10 | | | |

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | | | | | |

 Wurtsmith-----------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Depth to |0.53 | Too sandy |0.00

 | Wind erosion |0.00 | saturated zone | | Depth to |0.53

 | Low content of |0.12 | | | saturated zone |

 | organic matter | | | | Too acid |0.76

 | Droughty |0.13 | | | Rock fragments |0.97

 | Too acid |0.50 | | | |

 | | | | | |

 Grayling------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | |

 | Droughty |0.00 | | | |

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | | | | | |

397A: | | | | | |

 Perchlake-----------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | saturated zone | | Depth to |0.00

 | Low content of |0.12 | | | saturated zone |

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | Droughty |0.75 | | | |

 | | | | | |

399B: | | | | | |

 Grayling------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | |

 | Droughty |0.00 | | | |

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | | | | | |

399C: | | | | | |

 Grayling------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.96

 | Droughty |0.00 | | | |

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | | | | | |
Washburn County, Wisconsin 493

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

399D: | | | | | |

 Grayling------------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Slope |0.32 | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.00

 | Droughty |0.00 | | | |

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | | | | | |

405A: | | | | | |

 Lupton--------------|Good | |Poor | |Poor |

 | | | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | |

 Cathro--------------|Fair | |Poor | |Poor |

 | Too acid |0.99 | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | |

 Tawas---------------|Good | |Poor | |Poor |

 | | | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | |

406A: | | | | | |

 Loxley--------------|Fair | |Poor | |Poor |

 | Too acid |0.50 | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | Too acid |0.12

 | | | | | |

407A: | | | | | |

 Seelyeville---------|Fair | |Poor | |Poor |

 | Too acid |0.88 | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | |

 Markey--------------|Good | |Poor | |Poor |

 | | | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | |

410A: | | | | | |

 Seelyeville---------|Fair | |Poor | |Poor |

 | Too acid |0.88 | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | |

 Cathro--------------|Fair | |Poor | |Poor |

 | Too acid |0.99 | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | |
494 Soil Survey of

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

412A: | | | | | |

 Rifle---------------|Good | |Poor | |Poor |

 | | | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | |

 Tacoosh-------------|Good | |Poor | |Poor |

 | | | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | |

415A: | | | | | |

 Greenwood-----------|Fair | |Poor | |Poor |

 | Too acid |0.50 | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | Too acid |0.12

 | | | | | |

439B: | | | | | |

 Graycalm------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Too acid |0.99

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.75 | | | |

 | | | | | |

 Menahga-------------|Poor | |Good | |Poor |

 | Wind erosion |0.00 | | | Too sandy |0.00

 | Too sandy |0.00 | | | Too acid |0.88

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.61 | | | |

 | | | | | |

439C: | | | | | |

 Graycalm------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.96

 | Low content of |0.12 | | | Too acid |0.99

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.75 | | | |

 | | | | | |

 Menahga-------------|Poor | |Good | |Poor |

 | Wind erosion |0.00 | | | Too sandy |0.00

 | Too sandy |0.00 | | | Too acid |0.88

 | Low content of |0.12 | | | Slope |0.96

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.61 | | | |

 | | | | | |
Washburn County, Wisconsin 495

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

439D: | | | | | |

 Graycalm------------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Slope |0.32 | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.00

 | Low content of |0.12 | | | Too acid |0.99

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.75 | | | |

 | | | | | |

 Menahga-------------|Poor | |Fair | |Poor |

 | Wind erosion |0.00 | Slope |0.32 | Slope |0.00

 | Too sandy |0.00 | | | Too sandy |0.00

 | Low content of |0.12 | | | Too acid |0.88

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.61 | | | |

 | | | | | |

441C: | | | | | |

 Freeon--------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.61 | | | Rock fragments |0.00

 | Water erosion |0.90 | | | Slope |0.63

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

 Cathro--------------|Not rated | |Poor | |Not rated |

 | | | Depth to |0.00 | |

 | | | saturated zone | | |

 | | | | | |

442C: | | | | | |

 Haugen--------------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Depth to |0.53 | Hard to reclaim |0.00

 | organic matter | | saturated zone | | (dense layer) |

 | Too acid |0.54 | | | Rock fragments |0.00

 | | | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |

 Greenwood-----------|Fair | |Poor | |Poor |

 | Too acid |0.50 | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | Too acid |0.12

 | | | | | |

443D: | | | | | |

 Amery---------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Slope |0.00 | Slope |0.00

 | organic matter | | | | Rock fragments |0.00

 | Too acid |0.54 | | | Hard to reclaim |0.03

 | | | | | (dense layer) |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |
496 Soil Survey of

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

443D: | | | | | |

 Greenwood-----------|Fair | |Poor | |Poor |

 | Too acid |0.50 | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | Too acid |0.12

 | | | | | |

461A: | | | | | |

 Bowstring-----------|Good | |Poor | |Poor |

 | | | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | |

484A: | | | | | |

 Greenwood-----------|Fair | |Poor | |Poor |

 | Too acid |0.50 | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | Too acid |0.12

 | | | | | |

 Beseman-------------|Fair | |Poor | |Poor |

 | Too acid |0.61 | Depth to |0.00 | Depth to |0.00

 | Water erosion |0.90 | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | Too acid |0.12

 | | | | | |

495B: | | | | | |

 Karlsborg-----------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Depth to |0.14 | Too sandy |0.00

 | Wind erosion |0.00 | saturated zone | | Depth to |0.14

 | Low content of |0.12 | Shrink-swell |0.95 | saturated zone |

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | | | | | |

 Grettum-------------|Poor | |Good | |Poor |

 | Wind erosion |0.00 | | | Too sandy |0.00

 | Too sandy |0.00 | | | Too acid |0.99

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.61 | | | |

 | Droughty |0.98 | | | |

 | | | | | |

 Perida--------------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Shrink-swell |0.99 | Too sandy |0.00

 | Wind erosion |0.00 | | | Too acid |0.99

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.61 | | | |

 | | | | | |

495C: | | | | | |

 Karlsborg-----------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Depth to |0.14 | Too sandy |0.00

 | Wind erosion |0.00 | saturated zone | | Depth to |0.14

 | Low content of |0.12 | Shrink-swell |0.95 | saturated zone |

 | organic matter | | | | Slope |0.96

 | Too acid |0.68 | | | |

 | | | | | |
Washburn County, Wisconsin 497

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

495C: | | | | | |

 Grettum-------------|Poor | |Good | |Poor |

 | Wind erosion |0.00 | | | Too sandy |0.00

 | Too sandy |0.00 | | | Slope |0.96

 | Low content of |0.12 | | | Too acid |0.99

 | organic matter | | | | |

 | Too acid |0.61 | | | |

 | Droughty |0.98 | | | |

 | | | | | |

 Perida--------------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Shrink-swell |0.99 | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.96

 | Low content of |0.12 | | | Too acid |0.99

 | organic matter | | | | |

 | Too acid |0.61 | | | |

 | | | | | |

495D: | | | | | |

 Karlsborg-----------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Depth to |0.14 | Too sandy |0.00

 | Wind erosion |0.00 | saturated zone | | Slope |0.00

 | Low content of |0.12 | Slope |0.32 | Depth to |0.14

 | organic matter | | Shrink-swell |0.95 | saturated zone |

 | Too acid |0.68 | | | |

 | | | | | |

 Grettum-------------|Poor | |Fair | |Poor |

 | Wind erosion |0.00 | Slope |0.32 | Too sandy |0.00

 | Too sandy |0.00 | | | Slope |0.00

 | Low content of |0.12 | | | Too acid |0.99

 | organic matter | | | | |

 | Too acid |0.61 | | | |

 | Droughty |0.98 | | | |

 | | | | | |

 Perida--------------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Slope |0.32 | Too sandy |0.00

 | Wind erosion |0.00 | Shrink-swell |0.99 | Slope |0.00

 | Low content of |0.12 | | | Too acid |0.99

 | organic matter | | | | |

 | Too acid |0.61 | | | |

 | | | | | |

497A: | | | | | |

 Meenon--------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | saturated zone | | Depth to |0.00

 | Low content of |0.12 | | | saturated zone |

 | organic matter | | | | Rock fragments |0.97

 | Too acid |0.80 | | | |

 | Droughty |0.97 | | | |

 | | | | | |

515A: | | | | | |

 Manitowish----------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Depth to |0.89 | Too sandy |0.00

 | Low content of |0.12 | saturated zone | | Rock fragments |0.00

 | organic matter | | | | Hard to reclaim |0.68

 | Droughty |0.37 | | | (rock fragments)|

 | Too acid |0.54 | | | Depth to |0.89

 | | | | | saturated zone |

 | | | | | |
498 Soil Survey of

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

521A: | | | | | |

 Dody----------------|Poor | |Poor | |Poor |

 | Too clayey |0.00 | Depth to |0.00 | Too clayey |0.00

 | Low content of |0.12 | saturated zone | | Depth to |0.00

 | organic matter | | Low strength |0.00 | saturated zone |

 | Too acid |0.68 | Shrink-swell |0.89 | |

 | | | | | |

524E: | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Frogcreek-----------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | organic matter | | saturated zone | | (dense layer) |

 | Too acid |0.54 | | | Depth to |0.00

 | Water erosion |0.99 | | | saturated zone |

 | | | | | Rock fragments |0.88

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

 Metonga-------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to bedrock |0.00 | Slope |0.00

 | organic matter | | Slope |0.00 | Depth to bedrock |0.58

 | Too acid |0.50 | | | Too acid |0.76

 | Depth to bedrock |0.58 | | | |

 | Droughty |0.87 | | | |

 | Water erosion |0.99 | | | |

 | | | | | |

542B: | | | | | |

 Haugen, very stony--|Fair | |Fair | |Poor |

 | Low content of |0.12 | Depth to |0.53 | Hard to reclaim |0.00

 | organic matter | | saturated zone | | (dense layer) |

 | Too acid |0.54 | | | Rock fragments |0.00

 | | | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |

 Haugen--------------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Depth to |0.53 | Hard to reclaim |0.00

 | organic matter | | saturated zone | | (dense layer) |

 | Too acid |0.54 | | | Rock fragments |0.00

 | | | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |

542C: | | | | | |

 Haugen, very stony--|Fair | |Fair | |Poor |

 | Low content of |0.12 | Depth to |0.53 | Hard to reclaim |0.00

 | organic matter | | saturated zone | | (dense layer) |

 | Too acid |0.54 | | | Rock fragments |0.00

 | | | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | Slope |0.96

 | | | | | Too acid |0.98

 | | | | | |
Washburn County, Wisconsin 499

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

542C: | | | | | |

 Haugen--------------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Depth to |0.53 | Hard to reclaim |0.00

 | organic matter | | saturated zone | | (dense layer) |

 | Too acid |0.54 | | | Rock fragments |0.00

 | | | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | Slope |0.96

 | | | | | Too acid |0.98

 | | | | | |

543B: | | | | | |

 Anigon--------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Hard to reclaim |0.68

 | organic matter | | | | (rock fragments)|

 | Too acid |0.68 | | | |

 | Water erosion |0.90 | | | |

 | | | | | |

543C2: | | | | | |

 Anigon--------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Hard to reclaim |0.68

 | organic matter | | | | (rock fragments)|

 | Too acid |0.68 | | | Slope |0.96

 | Water erosion |0.90 | | | |

 | | | | | |

544F: | | | | | |

 Menahga-------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Slope |0.00 | Slope |0.00

 | Too sandy |0.00 | | | Too sandy |0.00

 | Low content of |0.12 | | | Too acid |0.88

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.60 | | | |

 | | | | | |

 Mahtomedi-----------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Slope |0.00 | Slope |0.00

 | Wind erosion |0.00 | | | Too sandy |0.00

 | Droughty |0.00 | | | Rock fragments |0.00

 | Low content of |0.12 | | | Hard to reclaim |0.92

 | organic matter | | | | (rock fragments)|

 | Too acid |0.84 | | | |

 | | | | | |

555A: | | | | | |

 Fordum--------------|Fair | |Poor | |Poor |

 | Low content of |0.88 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Water erosion |0.99 | | | Rock fragments |0.88

 | | | | | |

574B: | | | | | |

 Sayner--------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Rock fragments |0.00

 | Droughty |0.01 | | | Hard to reclaim |0.50

 | Low content of |0.12 | | | (rock fragments)|

 | organic matter | | | | |

 | Too acid |0.54 | | | |

 | | | | | |
500 Soil Survey of

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

574C: | | | | | |

 Sayner--------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Rock fragments |0.00

 | Droughty |0.01 | | | Hard to reclaim |0.50

 | Low content of |0.12 | | | (rock fragments)|

 | organic matter | | | | Slope |0.63

 | Too acid |0.54 | | | |

 | | | | | |

574E: | | | | | |

 Sayner--------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Slope |0.00 | Slope |0.00

 | Wind erosion |0.00 | | | Too sandy |0.00

 | Droughty |0.01 | | | Rock fragments |0.00

 | Low content of |0.12 | | | Hard to reclaim |0.50

 | organic matter | | | | (rock fragments)|

 | Too acid |0.54 | | | |

 | | | | | |

579B: | | | | | |

 Parkfalls-----------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | organic matter | | saturated zone | | (dense layer) |

 | Droughty |0.39 | | | Depth to |0.00

 | Too acid |0.68 | | | saturated zone |

 | | | | | Rock fragments |0.88

 | | | | | |

600A: | | | | | |

 Haplosaprists-------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Psammaquents--------|Not rated | |Not rated | |Not rated |

 | | | | | |

615B: | | | | | |

 Cress---------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Rock fragments |0.02

 | organic matter | | | | Too sandy |0.22

 | Too sandy |0.22 | | | Hard to reclaim |0.32

 | Droughty |0.40 | | | (rock fragments)|

 | Too acid |0.54 | | | Too acid |0.98

 | | | | | |

615C: | | | | | |

 Cress---------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Rock fragments |0.02

 | organic matter | | | | Too sandy |0.22

 | Too sandy |0.22 | | | Hard to reclaim |0.32

 | Droughty |0.40 | | | (rock fragments)|

 | Too acid |0.54 | | | Slope |0.96

 | | | | | Too acid |0.98

 | | | | | |

615D: | | | | | |

 Cress---------------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Slope |0.32 | Slope |0.00

 | organic matter | | | | Rock fragments |0.02

 | Too sandy |0.22 | | | Too sandy |0.22

 | Droughty |0.40 | | | Hard to reclaim |0.32

 | Too acid |0.54 | | | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |
Washburn County, Wisconsin 501

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

623A: | | | | | |

 Capitola------------|Fair | |Poor | |Poor |

 | Low content of |0.88 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.88 | | | Hard to reclaim |0.03

 | Water erosion |0.90 | | | (dense layer) |

 | Droughty |0.99 | | | Rock fragments |0.97

 | | | | | |

624A: | | | | | |

 Ossmer--------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.68 | | | Hard to reclaim |0.68

 | Water erosion |0.99 | | | (rock fragments)|

 | | | | | |

632A: | | | | | |

 Aftad---------------|Fair | |Fair | |Fair |

 | Too acid |0.68 | Depth to |0.53 | Depth to |0.53

 | Low content of |0.88 | saturated zone | | saturated zone |

 | organic matter | | | | |

 | Water erosion |0.90 | | | |

 | | | | | |

632B: | | | | | |

 Aftad---------------|Fair | |Fair | |Fair |

 | Too acid |0.68 | Depth to |0.53 | Depth to |0.53

 | Low content of |0.88 | saturated zone | | saturated zone |

 | organic matter | | | | |

 | Water erosion |0.90 | | | |

 | | | | | |

632C: | | | | | |

 Aftad---------------|Fair | |Fair | |Fair |

 | Too acid |0.68 | Depth to |0.53 | Depth to |0.53

 | Low content of |0.88 | saturated zone | | saturated zone |

 | organic matter | | | | Slope |0.96

 | Water erosion |0.90 | | | |

 | | | | | |

633F: | | | | | |

 Pence---------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Slope |0.00 | Slope |0.00

 | Low content of |0.12 | | | Too sandy |0.00

 | organic matter | | | | Rock fragments |0.00

 | Droughty |0.26 | | | Hard to reclaim |0.32

 | Too acid |0.54 | | | (rock fragments)|

 | | | | | |

 Padus---------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Slope |0.00 | Slope |0.00

 | organic matter | | | | Hard to reclaim |0.68

 | Too acid |0.54 | | | (rock fragments)|

 | | | | | Rock fragments |0.98

 | | | | | Too acid |0.98

 | | | | | |

648B: | | | | | |

 Sconsin-------------|Fair | |Fair | |Poor |

 | Too acid |0.68 | Depth to |0.14 | Hard to reclaim |0.00

 | Low content of |0.88 | saturated zone | | (dense layer) |

 | organic matter | | | | Depth to |0.14

 | Water erosion |0.99 | | | saturated zone |

 | | | | | |
502 Soil Survey of

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

670C: | | | | | |

 Keweenaw------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Slope |0.63

 | organic matter | | | | Rock fragments |0.88

 | Too acid |0.68 | | | |

 | | | | | |

 Pence---------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Low content of |0.12 | | | Rock fragments |0.00

 | organic matter | | | | Hard to reclaim |0.32

 | Droughty |0.26 | | | (rock fragments)|

 | Too acid |0.54 | | | Slope |0.63

 | | | | | |

670E: | | | | | |

 Keweenaw------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Slope |0.00 | Slope |0.00

 | organic matter | | | | Rock fragments |0.88

 | Too acid |0.68 | | | |

 | | | | | |

 Pence---------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Slope |0.00 | Slope |0.00

 | Low content of |0.12 | | | Too sandy |0.00

 | organic matter | | | | Rock fragments |0.00

 | Droughty |0.26 | | | Hard to reclaim |0.32

 | Too acid |0.54 | | | (rock fragments)|

 | | | | | |

671B: | | | | | |

 Spoonerhill, stony--|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Depth to |0.53 | Hard to reclaim |0.00

 | Low content of |0.12 | saturated zone | | (dense layer) |

 | organic matter | | | | Too sandy |0.00

 | Too acid |0.68 | | | Depth to |0.53

 | Droughty |0.96 | | | saturated zone |

 | | | | | Hard to reclaim |0.98

 | | | | | (rock fragments)|

 | | | | | |

 Spoonerhill---------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Depth to |0.53 | Hard to reclaim |0.00

 | Low content of |0.12 | saturated zone | | (dense layer) |

 | organic matter | | | | Too sandy |0.00

 | Too acid |0.68 | | | Depth to |0.53

 | Droughty |0.96 | | | saturated zone |

 | | | | | Hard to reclaim |0.98

 | | | | | (rock fragments)|

 | | | | | |

680B: | | | | | |

 Stanberry, stony----|Fair | |Fair | |Poor |

 | Too acid |0.54 | Depth to |0.53 | Hard to reclaim |0.00

 | Droughty |0.94 | saturated zone | | (dense layer) |

 | | | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Too acid |0.98

 | | | | | |

 Pence, stony--------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Low content of |0.12 | | | Rock fragments |0.00

 | organic matter | | | | Hard to reclaim |0.32

 | Droughty |0.26 | | | (rock fragments)|

 | Too acid |0.54 | | | |

 | | | | | |
Washburn County, Wisconsin 503

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

683A: | | | | | |

 Tipler--------------|Fair | |Fair | |Fair |

 | Low content of |0.12 | Depth to |0.89 | Rock fragments |0.12

 | organic matter | | saturated zone | | Hard to reclaim |0.68

 | Too acid |0.54 | | | (rock fragments)|

 | Droughty |0.97 | | | Depth to |0.89

 | | | | | saturated zone |

 | | | | | Too acid |0.98

 | | | | | |

706A: | | | | | |

 Winterfield---------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to |0.00 | Too sandy |0.00

 | Low content of |0.12 | saturated zone | | Depth to |0.00

 | organic matter | | | | saturated zone |

 | Droughty |0.80 | | | Rock fragments |0.88

 | Water erosion |0.99 | | | |

 | | | | | |

 Totagatic-----------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to |0.00 | Too sandy |0.00

 | Low content of |0.12 | saturated zone | | Depth to |0.00

 | organic matter | | | | saturated zone |

 | Too acid |0.68 | | | |

 | Droughty |0.98 | | | |

 | | | | | |

724A: | | | | | |

 Rib-----------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.88 | | | Hard to reclaim |0.68

 | Water erosion |0.90 | | | (rock fragments)|

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

726B: | | | | | |

 Sissabagama---------|Poor | |Fair | |Poor |

 | Wind erosion |0.00 | Depth to |0.89 | Too sandy |0.00

 | Too sandy |0.00 | saturated zone | | Depth to |0.89

 | Low content of |0.12 | | | saturated zone |

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | | | | | |

733A: | | | | | |

 Wozny---------------|Fair | |Poor | |Poor |

 | Low content of |0.88 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.88 | | | Hard to reclaim |0.92

 | Water erosion |0.90 | | | (rock fragments)|

 | | | | | Rock fragments |0.97

 | | | | | Hard to reclaim |0.97

 | | | | | (dense layer) |

 | | | | | |

771A: | | | | | |

 Lenroot-------------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Depth to |0.53 | Too sandy |0.00

 | Wind erosion |0.00 | saturated zone | | Rock fragments |0.00

 | Droughty |0.11 | | | Depth to |0.53

 | Low content of |0.12 | | | saturated zone |

 | organic matter | | | | Hard to reclaim |0.92

 | Too acid |0.84 | | | (rock fragments)|

 | | | | | |
504 Soil Survey of

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

827A: | | | | | |

 Scoba---------------|Fair | |Fair | |Fair |

 | Low content of |0.12 | Depth to |0.53 | Hard to reclaim |0.32

 | organic matter | | saturated zone | | (rock fragments)|

 | Too acid |0.68 | | | Depth to |0.53

 | Droughty |0.74 | | | saturated zone |

 | | | | | Rock fragments |0.97

 | | | | | |

853C: | | | | | |

 Frogcreek-----------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | organic matter | | saturated zone | | (dense layer) |

 | Too acid |0.54 | | | Depth to |0.00

 | Water erosion |0.99 | | | saturated zone |

 | | | | | Rock fragments |0.88

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

 Stinnett------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | organic matter | | saturated zone | | (dense layer) |

 | Too acid |0.54 | | | Depth to |0.00

 | Water erosion |0.99 | | | saturated zone |

 | | | | | Too acid |0.98

 | | | | | |

 Wozny---------------|Fair | |Poor | |Poor |

 | Low content of |0.88 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.88 | | | Hard to reclaim |0.92

 | Water erosion |0.90 | | | (rock fragments)|

 | | | | | Rock fragments |0.97

 | | | | | Hard to reclaim |0.97

 | | | | | (dense layer) |

 | | | | | |

856B: | | | | | |

 Stinnett------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | organic matter | | saturated zone | | (dense layer) |

 | Too acid |0.54 | | | Depth to |0.00

 | Water erosion |0.99 | | | saturated zone |

 | | | | | Too acid |0.98

 | | | | | |

857B: | | | | | |

 Frogcreek-----------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | organic matter | | saturated zone | | (dense layer) |

 | Too acid |0.54 | | | Depth to |0.00

 | Water erosion |0.99 | | | saturated zone |

 | | | | | Rock fragments |0.88

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |
Washburn County, Wisconsin 505

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

857C: | | | | | |

 Frogcreek-----------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | organic matter | | saturated zone | | (dense layer) |

 | Too acid |0.54 | | | Depth to |0.00

 | Water erosion |0.99 | | | saturated zone |

 | | | | | Slope |0.84

 | | | | | Rock fragments |0.88

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

873B: | | | | | |

 Stanberry-----------|Fair | |Fair | |Poor |

 | Too acid |0.54 | Depth to |0.53 | Hard to reclaim |0.00

 | Droughty |0.94 | saturated zone | | (dense layer) |

 | | | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Too acid |0.98

 | | | | | |

873C: | | | | | |

 Stanberry-----------|Fair | |Fair | |Poor |

 | Too acid |0.54 | Depth to |0.53 | Hard to reclaim |0.00

 | Droughty |0.94 | saturated zone | | (dense layer) |

 | | | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Slope |0.63

 | | | | | Too acid |0.98

 | | | | | |

873D: | | | | | |

 Stanberry-----------|Fair | |Fair | |Poor |

 | Too acid |0.54 | Slope |0.08 | Slope |0.00

 | Droughty |0.94 | Depth to |0.53 | Hard to reclaim |0.00

 | | | saturated zone | | (dense layer) |

 | | | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Too acid |0.98

 | | | | | |

905A: | | | | | |

 Cublake-------------|Poor | |Fair | |Fair |

 | Wind erosion |0.00 | Depth to |0.89 | Too sandy |0.30

 | Low content of |0.12 | saturated zone | | Too acid |0.76

 | organic matter | | | | Depth to |0.89

 | Too acid |0.20 | | | saturated zone |

 | Too sandy |0.30 | | | Rock fragments |0.97

 | Droughty |0.99 | | | |

 | | | | | |

926A: | | | | | |

 Flink---------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | saturated zone | | Depth to |0.00

 | Low content of |0.12 | | | saturated zone |

 | organic matter | | | | Too acid |0.76

 | Too acid |0.20 | | | |

 | | | | | |
506 Soil Survey of

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

943D: | | | | | |

 Stanberry-----------|Fair | |Fair | |Poor |

 | Too acid |0.54 | Depth to |0.53 | Hard to reclaim |0.00

 | Droughty |0.94 | saturated zone | | (dense layer) |

 | | | Slope |0.82 | Slope |0.00

 | | | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Too acid |0.98

 | | | | | |

 Greenwood-----------|Not rated | |Poor | |Poor |

 | | | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | Too acid |0.12

 | | | | | |

948A: | | | | | |

 Billyboy------------|Fair | |Fair | |Fair |

 | Low content of |0.12 | Depth to |0.14 | Depth to |0.14

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.68 | | | Hard to reclaim |0.68

 | Water erosion |0.99 | | | (rock fragments)|

 | | | | | |

970C: | | | | | |

 Keweenaw------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Slope |0.63

 | organic matter | | | | Rock fragments |0.88

 | Too acid |0.68 | | | |

 | | | | | |

 Pence---------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Low content of |0.12 | | | Rock fragments |0.00

 | organic matter | | | | Hard to reclaim |0.32

 | Droughty |0.26 | | | (rock fragments)|

 | Too acid |0.54 | | | Slope |0.63

 | | | | | |

 Greenwood-----------|Not rated | |Poor | |Not rated |

 | | | Depth to |0.00 | |

 | | | saturated zone | | |

 | | | | | |

970E: | | | | | |

 Keweenaw------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Slope |0.00 | Slope |0.00

 | organic matter | | | | Rock fragments |0.88

 | Too acid |0.68 | | | |

 | | | | | |

 Pence---------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Slope |0.00 | Slope |0.00

 | Low content of |0.12 | | | Too sandy |0.00

 | organic matter | | | | Rock fragments |0.00

 | Droughty |0.26 | | | Hard to reclaim |0.32

 | Too acid |0.54 | | | (rock fragments)|

 | | | | | |

 Greenwood-----------|Not rated | |Poor | |Not rated |

 | | | Depth to |0.00 | |

 | | | saturated zone | | |

 | | | | | |
Washburn County, Wisconsin 507

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

1070C: | | | | | |

 Fremstadt-----------|Fair | |Good | |Fair |

 | Too sandy |0.47 | | | Too sandy |0.47

 | Too acid |0.68 | | | Rock fragments |0.72

 | Low content of |0.92 | | | Slope |0.84

 | organic matter | | | | |

 | | | | | |

 Cress---------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Rock fragments |0.02

 | organic matter | | | | Too sandy |0.22

 | Too sandy |0.22 | | | Hard to reclaim |0.32

 | Droughty |0.40 | | | (rock fragments)|

 | Too acid |0.54 | | | Slope |0.96

 | | | | | Too acid |0.98

 | | | | | |

1070D: | | | | | |

 Fremstadt-----------|Fair | |Fair | |Poor |

 | Too sandy |0.47 | Slope |0.08 | Slope |0.00

 | Too acid |0.68 | | | Too sandy |0.47

 | Low content of |0.92 | | | Rock fragments |0.72

 | organic matter | | | | |

 | | | | | |

 Cress---------------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Slope |0.32 | Slope |0.00

 | organic matter | | | | Rock fragments |0.02

 | Too sandy |0.22 | | | Too sandy |0.22

 | Droughty |0.40 | | | Hard to reclaim |0.32

 | Too acid |0.54 | | | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |

1080B: | | | | | |

 Spoonerhill---------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Depth to |0.53 | Hard to reclaim |0.00

 | Low content of |0.12 | saturated zone | | (dense layer) |

 | organic matter | | | | Too sandy |0.00

 | Too acid |0.68 | | | Rock fragments |0.03

 | Droughty |0.96 | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Hard to reclaim |0.98

 | | | | | (rock fragments)|

 | | | | | |

 Spoonerhill, stony--|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Depth to |0.53 | Hard to reclaim |0.00

 | Low content of |0.12 | saturated zone | | (dense layer) |

 | organic matter | | | | Too sandy |0.00

 | Too acid |0.68 | | | Depth to |0.53

 | Droughty |0.96 | | | saturated zone |

 | | | | | Hard to reclaim |0.98

 | | | | | (rock fragments)|

 | | | | | |

 Cress---------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Rock fragments |0.02

 | organic matter | | | | Too sandy |0.22

 | Too sandy |0.22 | | | Hard to reclaim |0.32

 | Droughty |0.40 | | | (rock fragments)|

 | Too acid |0.54 | | | Too acid |0.98

 | | | | | |
508 Soil Survey of

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

1653C: | | | | | |

 Stanberry-----------|Fair | |Fair | |Poor |

 | Too acid |0.54 | Depth to |0.53 | Hard to reclaim |0.00

 | Droughty |0.94 | saturated zone | | (dense layer) |

 | | | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Slope |0.96

 | | | | | Too acid |0.98

 | | | | | |

 Parkfalls-----------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | organic matter | | saturated zone | | (dense layer) |

 | Droughty |0.39 | | | Depth to |0.00

 | Too acid |0.68 | | | saturated zone |

 | | | | | Rock fragments |0.88

 | | | | | |

 Wozny---------------|Fair | |Poor | |Poor |

 | Low content of |0.88 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.88 | | | Hard to reclaim |0.92

 | Water erosion |0.90 | | | (rock fragments)|

 | | | | | Rock fragments |0.97

 | | | | | Hard to reclaim |0.97

 | | | | | (dense layer) |

 | | | | | |

2015: | | | | | |

 Pits----------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2050: | | | | | |

 Landfill------------|Not rated | |Not rated | |Not rated |

 | | | | | |

3011A: | | | | | |

 Barronett-----------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.68 | | | |

 | Water erosion |0.90 | | | |

 | | | | | |

3125A: | | | | | |

 Meehan--------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | saturated zone | | Depth to |0.00

 | Droughty |0.06 | | | saturated zone |

 | Low content of |0.12 | | | Too acid |0.88

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | | | | | |

3126A: | | | | | |

 Wurtsmith-----------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Depth to |0.53 | Too sandy |0.00

 | Wind erosion |0.00 | saturated zone | | Depth to |0.53

 | Low content of |0.12 | | | saturated zone |

 | organic matter | | | | Too acid |0.76

 | Droughty |0.15 | | | Rock fragments |0.97

 | Too acid |0.50 | | | |

 | | | | | |
Washburn County, Wisconsin 509

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3276A: | | | | | |

 Au Gres-------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | saturated zone | | Depth to |0.00

 | Low content of |0.12 | | | saturated zone |

 | organic matter | | | | Too acid |0.99

 | Too acid |0.50 | | | |

 | Droughty |0.71 | | | |

 | | | | | |

3312B: | | | | | |

 Glendenning, very | | | | | |

 stony--------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | organic matter | | saturated zone | | (dense layer) |

 | Too acid |0.68 | | | Depth to |0.00

 | | | | | saturated zone |

 | | | | | Rock fragments |0.12

 | | | | | Hard to reclaim |0.98

 | | | | | (rock fragments)|

 | | | | | |

 Glendenning---------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | organic matter | | saturated zone | | (dense layer) |

 | Too acid |0.68 | | | Depth to |0.00

 | | | | | saturated zone |

 | | | | | Rock fragments |0.12

 | | | | | Hard to reclaim |0.98

 | | | | | (rock fragments)|

 | | | | | |

3336A: | | | | | |

 Fenander------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.99 | | | |

 | | | | | |

3403A: | | | | | |

 Loxley--------------|Fair | |Poor | |Poor |

 | Too acid |0.50 | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | Too acid |0.12

 | | | | | |

 Beseman-------------|Fair | |Poor | |Poor |

 | Too acid |0.61 | Depth to |0.00 | Depth to |0.00

 | Water erosion |0.90 | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | Too acid |0.12

 | | | | | |

 Dawson--------------|Poor | |Poor | |Poor |

 | Too acid |0.00 | Depth to |0.00 | Depth to |0.00

 | Water erosion |0.99 | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | Too acid |0.12

 | | | | | |
510 Soil Survey of

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3424C: | | | | | |

 Frogcreek-----------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | organic matter | | saturated zone | | (dense layer) |

 | Too acid |0.54 | | | Depth to |0.00

 | Water erosion |0.99 | | | saturated zone |

 | | | | | Rock fragments |0.88

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

 Magroc--------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.68 | Depth to bedrock |0.58 | Rock fragments |0.50

 | Water erosion |0.99 | | | Hard to reclaim |0.54

 | | | | | (dense layer) |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

 Stinnett------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | organic matter | | saturated zone | | (dense layer) |

 | Too acid |0.54 | | | Depth to |0.00

 | Water erosion |0.99 | | | saturated zone |

 | | | | | Too acid |0.98

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

3446A: | | | | | |

 Newson--------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to |0.00 | Too sandy |0.00

 | Low content of |0.12 | saturated zone | | Depth to |0.00

 | organic matter | | | | saturated zone |

 | Too acid |0.50 | | | Rock fragments |0.97

 | Droughty |0.97 | | | |

 | | | | | |

3448B: | | | | | |

 Grettum-------------|Poor | |Good | |Poor |

 | Wind erosion |0.00 | | | Too sandy |0.00

 | Too sandy |0.00 | | | Too acid |0.99

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.61 | | | |

 | Droughty |0.98 | | | |

 | | | | | |

3448C: | | | | | |

 Grettum-------------|Poor | |Good | |Poor |

 | Wind erosion |0.00 | | | Too sandy |0.00

 | Too sandy |0.00 | | | Slope |0.96

 | Low content of |0.12 | | | Too acid |0.99

 | organic matter | | | | |

 | Too acid |0.61 | | | |

 | Droughty |0.98 | | | |

 | | | | | |

3516A: | | | | | |

 Slimlake------------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Depth to |0.89 | Too sandy |0.00

 | Low content of |0.12 | saturated zone | | Rock fragments |0.12

 | organic matter | | | | Depth to |0.89

 | Too acid |0.84 | | | saturated zone |

 | Droughty |0.93 | | | |

 | | | | | |
Washburn County, Wisconsin 511

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3629B: | | | | | |

 Perida--------------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Shrink-swell |0.99 | Too sandy |0.00

 | Wind erosion |0.00 | | | Too acid |0.99

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.61 | | | |

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
512 Soil Survey of

Table 21.--Water Management

(The information in this table indicates the dominant soil condition but does not eliminate the

 need for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The

 larger the value, the greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further explanation of ratings in

 this table)

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3A: | | | | | |

 Totagatic-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.81 | |

 | | | | | |

 Bowstring-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Content of |1.00 | Cutbanks cave |1.00

 | | | organic matter | | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | | | |

 Ausable-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.58 | |

 | | | | | |

22A: | | | | | |

 Comstock------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | Slow refill |0.28

 | | | Piping |0.96 | |

 | | | | | |

24A: | | | | | |

 Poskin--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Seepage |0.50 | |

 | | | | | |

27A: | | | | | |

 Scott Lake----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Depth to |0.86 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to water |0.06

 | | | Seepage |0.50 | |

 | | | | | |

28B: | | | | | |

 Haugen, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |0.99 | No ground water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.04 | |

 | | | | | |

 Haugen--------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |0.99 | No ground water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.04 | |

 | | | | | |

 Rosholt, very stony |Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |
Washburn County, Wisconsin 513

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

28B: | | | | | |

 Rosholt-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |

28C: | | | | | |

 Haugen, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |0.99 | No ground water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.04 | |

 | | | | | |

 Haugen--------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |0.99 | No ground water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.04 | |

 | | | | | |

 Rosholt, very stony |Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |

 Rosholt-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |

33B: | | | | | |

 Chetek--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |

33C: | | | | | |

 Chetek--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |

38A: | | | | | |

 Rosholt-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |

38B: | | | | | |

 Rosholt-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |

38C: | | | | | |

 Rosholt-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |

38D: | | | | | |

 Rosholt-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | Slope |0.04 | | | |

 | | | | | |

42D: | | | | | |

 Amery---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Seepage |0.03 | No ground water |1.00

 | Slope |0.04 | | | |

 | | | | | |

43B: | | | | | |

 Antigo--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |

43C: | | | | | |

 Antigo--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | Slope |0.01 | | | |

 | | | | | |
514 Soil Survey of

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

43D: | | | | | |

 Antigo--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | Slope |0.21 | | | |

 | | | | | |

48A: | | | | | |

 Brill---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.50 | |

 | | | | | |

63A: | | | | | |

 Crystal Lake--------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Cutbanks cave |1.00

 | | | Depth to |0.99 | Slow refill |0.96

 | | | saturated zone | | Depth to water |0.24

 | | | | | |

63B: | | | | | |

 Crystal Lake--------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Cutbanks cave |1.00

 | | | Depth to |0.99 | Slow refill |0.96

 | | | saturated zone | | Depth to water |0.24

 | | | | | |

63C: | | | | | |

 Crystal Lake--------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Cutbanks cave |1.00

 | | | Depth to |0.99 | Slow refill |0.96

 | | | saturated zone | | Depth to water |0.54

 | | | | | |

63E: | | | | | |

 Crystal Lake--------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Cutbanks cave |1.00

 | Slope |0.41 | Depth to |0.86 | Slow refill |0.96

 | | | saturated zone | | Depth to water |0.96

 | | | | | |

64A: | | | | | |

 Totagatic-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.81 | |

 | | | | | |

 Winterfield---------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.64 | |

 | | | | | |

69B: | | | | | |

 Keweenaw------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.11 | No ground water |1.00

 | | | | | |

 Sayner--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.72 | No ground water |1.00

 | | | | | |

 Vilas---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.86 | No ground water |1.00

 | | | | | |

69C: | | | | | |

 Keweenaw------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.11 | No ground water |1.00

 | | | | | |
Washburn County, Wisconsin 515

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

69C: | | | | | |

 Sayner--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.72 | No ground water |1.00

 | | | | | |

 Vilas---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.86 | No ground water |1.00

 | | | | | |

69E: | | | | | |

 Keweenaw------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.11 | No ground water |1.00

 | Slope |0.50 | | | |

 | | | | | |

 Sayner--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.72 | No ground water |1.00

 | Slope |0.50 | | | |

 | | | | | |

 Vilas---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.86 | No ground water |1.00

 | Slope |0.50 | | | |

 | | | | | |

74B: | | | | | |

 Vilas---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.86 | No ground water |1.00

 | | | | | |

74C: | | | | | |

 Vilas---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.86 | No ground water |1.00

 | Slope |0.01 | | | |

 | | | | | |

74D: | | | | | |

 Vilas---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.86 | No ground water |1.00

 | Slope |0.21 | | | |

 | | | | | |

100B: | | | | | |

 Menahga-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | No ground water |1.00

 | | | | | |

100C: | | | | | |

 Menahga-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | No ground water |1.00

 | | | | | |

100D: | | | | | |

 Menahga-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | No ground water |1.00

 | Slope |0.15 | | | |

 | | | | | |

127D: | | | | | |

 Amery---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Seepage |0.03 | No ground water |1.00

 | Slope |0.04 | | | |

 | | | | | |

 Rosholt-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | Slope |0.04 | | | |

 | | | | | |

127E: | | | | | |

 Amery---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Seepage |0.03 | No ground water |1.00

 | Slope |0.64 | | | |

 | | | | | |
516 Soil Survey of

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

127E: | | | | | |

 Rosholt-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | Slope |0.64 | | | |

 | | | | | |

156B: | | | | | |

 Magnor, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.04 | |

 | | | | | |

 Magnor--------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.04 | |

 | | | | | |

157B: | | | | | |

 Freeon, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.02 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.04 | |

 | | | | | |

 Freeon--------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.02 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.04 | |

 | | | | | |

157C: | | | | | |

 Freeon, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.02 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.04 | |

 | | | | | |

 Freeon--------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.02 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.04 | |

 | | | | | |

160A: | | | | | |

 Oesterle------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.50 | |

 | | | | | |

182B: | | | | | |

 Padus---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |
Washburn County, Wisconsin 517

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

182C: | | | | | |

 Padus---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | Slope |0.01 | | | |

 | | | | | |

192A: | | | | | |

 Worcester-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.50 | |

 | | | | | |

193A: | | | | | |

 Minocqua------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.50 | |

 | | | | | |

215B: | | | | | |

 Pence---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |

215C: | | | | | |

 Pence---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | Slope |0.01 | | | |

 | | | | | |

215D: | | | | | |

 Pence---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | Slope |0.21 | | | |

 | | | | | |

315A: | | | | | |

 Rib-----------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.50 | |

 | | | | | |

337A: | | | | | |

 Plover--------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | Slow refill |0.28

 | | | Piping |1.00 | |

 | | | | | |

368B: | | | | | |

 Mahtomedi-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | No ground water |1.00

 | | | | | |

 Cress---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |

368C: | | | | | |

 Mahtomedi-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | No ground water |1.00

 | | | | | |

 Cress---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |
518 Soil Survey of

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

368D: | | | | | |

 Mahtomedi-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | No ground water |1.00

 | Slope |0.12 | | | |

 | | | | | |

 Cress---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | Slope |0.12 | | | |

 | | | | | |

371A: | | | | | |

 Croswell------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |0.99 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to water |0.01

 | | | Seepage |0.86 | |

 | | | | | |

380B: | | | | | |

 Cress---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |

 Rosholt-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |

380C: | | | | | |

 Cress---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |

 Rosholt-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |

380D: | | | | | |

 Cress---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | Slope |0.15 | | | |

 | | | | | |

 Rosholt-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | Slope |0.15 | | | |

 | | | | | |

383B: | | | | | |

 Mahtomedi-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | No ground water |1.00

 | | | | | |

383C: | | | | | |

 Mahtomedi-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | No ground water |1.00

 | | | | | |

383D: | | | | | |

 Mahtomedi-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | No ground water |1.00

 | Slope |0.15 | | | |

 | | | | | |

396B: | | | | | |

 Friendship----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.86 | Cutbanks cave |1.00

 | | | | | Depth to water |0.96

 | | | | | |

 Wurtsmith-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |0.99 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to water |0.01

 | | | Seepage |0.82 | |

 | | | | | |
Washburn County, Wisconsin 519

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

396B: | | | | | |

 Grayling------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | No ground water |1.00

 | | | | | |

397A: | | | | | |

 Perchlake-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.64 | |

 | | | | | |

399B: | | | | | |

 Grayling------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | No ground water |1.00

 | | | | | |

399C: | | | | | |

 Grayling------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | No ground water |1.00

 | | | | | |

399D: | | | | | |

 Grayling------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | No ground water |1.00

 | Slope |0.15 | | | |

 | | | | | |

405A: | | | | | |

 Lupton--------------|Very limited | |Not rated | |Somewhat limited |

 | Seepage |1.00 | | | Cutbanks cave |0.10

 | | | | | |

 Cathro--------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |0.10

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.03 | |

 | | | | | |

 Tawas---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.20 | |

 | | | | | |

406A: | | | | | |

 Loxley--------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Content of |1.00 | Cutbanks cave |0.10

 | | | organic matter | | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Ponding |1.00 | |

 | | | | | |

407A: | | | | | |

 Seelyeville---------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Content of |1.00 | Cutbanks cave |0.10

 | | | organic matter | | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Ponding |1.00 | |

 | | | | | |
520 Soil Survey of

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

407A: | | | | | |

 Markey--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.64 | |

 | | | | | |

410A: | | | | | |

 Seelyeville---------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Content of |1.00 | Cutbanks cave |0.10

 | | | organic matter | | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Ponding |1.00 | |

 | | | | | |

 Cathro--------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |0.10

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.03 | |

 | | | | | |

412A: | | | | | |

 Rifle---------------|Very limited | |Not rated | |Somewhat limited |

 | Seepage |1.00 | | | Cutbanks cave |0.10

 | | | | | |

 Tacoosh-------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Content of |1.00 | Cutbanks cave |0.10

 | | | organic matter | | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.03 | |

 | | | | | |

415A: | | | | | |

 Greenwood-----------|Very limited | |Not rated | |Somewhat limited |

 | Seepage |1.00 | | | Cutbanks cave |0.10

 | | | | | |

439B: | | | | | |

 Graycalm------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | No ground water |1.00

 | | | | | |

 Menahga-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | No ground water |1.00

 | | | | | |

439C: | | | | | |

 Graycalm------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | No ground water |1.00

 | | | | | |

 Menahga-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | No ground water |1.00

 | | | | | |

439D: | | | | | |

 Graycalm------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | No ground water |1.00

 | Slope |0.15 | | | |

 | | | | | |

 Menahga-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | No ground water |1.00

 | Slope |0.15 | | | |

 | | | | | |
Washburn County, Wisconsin 521

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

441C: | | | | | |

 Freeon--------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.02 | Depth to |1.00 | No ground water |1.00

 | Slope |0.01 | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.04 | |

 | | | | | |

 Cathro--------------|Very limited | |Not rated | |Somewhat limited |

 | Seepage |1.00 | | | Cutbanks cave |0.10

 | | | | | |

442C: | | | | | |

 Haugen--------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |0.99 | No ground water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.04 | |

 | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Content of |1.00 | Cutbanks cave |0.10

 | | | organic matter | | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Ponding |1.00 | |

 | | | | | |

443D: | | | | | |

 Amery---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Seepage |0.03 | No ground water |1.00

 | Slope |0.28 | | | |

 | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Content of |1.00 | Cutbanks cave |0.10

 | | | organic matter | | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Ponding |1.00 | |

 | | | | | |

461A: | | | | | |

 Bowstring-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Content of |1.00 | Cutbanks cave |1.00

 | | | organic matter | | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | | | |

484A: | | | | | |

 Greenwood-----------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Content of |1.00 | Cutbanks cave |0.10

 | | | organic matter | | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Ponding |1.00 | |

 | | | | | |

 Beseman-------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Content of |1.00 | Cutbanks cave |0.10

 | | | organic matter | | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | | | |
522 Soil Survey of

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

495B: | | | | | |

 Karlsborg-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.72 | |

 | | | | | |

 Grettum-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.58 | Cutbanks cave |1.00

 | | | | | Depth to water |0.96

 | | | | | |

 Perida--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.72 | No ground water |1.00

 | | | Depth to |0.09 | |

 | | | saturated zone | | |

 | | | | | |

495C: | | | | | |

 Karlsborg-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.72 | |

 | | | | | |

 Grettum-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.58 | Cutbanks cave |1.00

 | | | | | Depth to water |0.96

 | | | | | |

 Perida--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.72 | No ground water |1.00

 | | | Depth to |0.09 | |

 | | | saturated zone | | |

 | | | | | |

495D: | | | | | |

 Karlsborg-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | No ground water |1.00

 | Slope |0.15 | saturated zone | | |

 | | | Seepage |0.72 | |

 | | | | | |

 Grettum-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.58 | Cutbanks cave |1.00

 | Slope |0.15 | | | Depth to water |0.96

 | | | | | |

 Perida--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.72 | No ground water |1.00

 | Slope |0.15 | Depth to |0.09 | |

 | | | saturated zone | | |

 | | | | | |

497A: | | | | | |

 Meenon--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.72 | |

 | | | | | |

515A: | | | | | |

 Manitowish----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Depth to |0.86 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to water |0.06

 | | | Seepage |0.50 | |

 | | | | | |
Washburn County, Wisconsin 523

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

521A: | | | | | |

 Dody----------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.13 | |

 | | | | | |

524E: | | | | | |

 Rock outcrop--------|Somewhat limited | |Not rated | |Not rated |

 | Slope |0.21 | | | |

 | | | | | |

 Frogcreek-----------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.04 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Thin layer |0.11 | |

 | | | Seepage |0.09 | |

 | | | | | |

 Metonga-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | No ground water |1.00

 | Depth to bedrock |0.85 | Thin layer |0.85 | |

 | Slope |0.64 | Seepage |0.04 | |

 | | | | | |

542B: | | | | | |

 Haugen, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |0.99 | No ground water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.04 | |

 | | | | | |

 Haugen--------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |0.99 | No ground water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.04 | |

 | | | | | |

542C: | | | | | |

 Haugen, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |0.99 | No ground water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.04 | |

 | | | | | |

 Haugen--------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |0.99 | No ground water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.04 | |

 | | | | | |

543B: | | | | | |

 Anigon--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |

543C2: | | | | | |

 Anigon--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |

544F: | | | | | |

 Menahga-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | No ground water |1.00

 | Slope |0.82 | | | |

 | | | | | |

 Mahtomedi-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | No ground water |1.00

 | Slope |0.82 | | | |

 | | | | | |
524 Soil Survey of

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

555A: | | | | | |

 Fordum--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.53 | |

 | | | | | |

574B: | | | | | |

 Sayner--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.72 | No ground water |1.00

 | | | | | |

574C: | | | | | |

 Sayner--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.72 | No ground water |1.00

 | Slope |0.01 | | | |

 | | | | | |

574E: | | | | | |

 Sayner--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.72 | No ground water |1.00

 | Slope |0.50 | | | |

 | | | | | |

579B: | | | | | |

 Parkfalls-----------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.04 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Thin layer |0.77 | |

 | | | Seepage |0.07 | |

 | | | | | |

600A: | | | | | |

 Haplosaprists-------|Not limited | |Not rated | |Not rated |

 | | | | | |

 Psammaquents--------|Not limited | |Not rated | |Not rated |

 | | | | | |

615B: | | | | | |

 Cress---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |

615C: | | | | | |

 Cress---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |

615D: | | | | | |

 Cress---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | Slope |0.15 | | | |

 | | | | | |

623A: | | | | | |

 Capitola------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Ponding |1.00 | |

 | | | Thin layer |0.86 | |

 | | | Seepage |0.04 | |

 | | | | | |

624A: | | | | | |

 Ossmer--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.50 | |

 | | | | | |
Washburn County, Wisconsin 525

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

632A: | | | | | |

 Aftad---------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Cutbanks cave |1.00

 | | | Depth to |0.99 | Slow refill |0.28

 | | | saturated zone | | Depth to water |0.24

 | | | | | |

632B: | | | | | |

 Aftad---------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Cutbanks cave |1.00

 | | | Depth to |0.99 | Slow refill |0.28

 | | | saturated zone | | Depth to water |0.24

 | | | | | |

632C: | | | | | |

 Aftad---------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Cutbanks cave |1.00

 | | | Depth to |0.99 | Slow refill |0.96

 | | | saturated zone | | Depth to water |0.54

 | | | | | |

633F: | | | | | |

 Pence---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | Slope |0.82 | | | |

 | | | | | |

 Padus---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | Slope |0.82 | | | |

 | | | | | |

648B: | | | | | |

 Sconsin-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.88 | |

 | | | Seepage |0.01 | |

 | | | | | |

670C: | | | | | |

 Keweenaw------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.11 | No ground water |1.00

 | Slope |0.01 | | | |

 | | | | | |

 Pence---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | Slope |0.01 | | | |

 | | | | | |

670E: | | | | | |

 Keweenaw------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.11 | No ground water |1.00

 | Slope |0.50 | | | |

 | | | | | |

 Pence---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | Slope |0.50 | | | |

 | | | | | |

671B: | | | | | |

 Spoonerhill, stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |0.99 | No ground water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.11 | |

 | | | | | |
526 Soil Survey of

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

671B: | | | | | |

 Spoonerhill---------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |0.99 | No ground water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.11 | |

 | | | | | |

680B: | | | | | |

 Stanberry, stony----|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.04 | Depth to |0.99 | No ground water |1.00

 | | | saturated zone | | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.07 | |

 | | | | | |

 Pence, stony--------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |

683A: | | | | | |

 Tipler--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Depth to |0.86 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to water |0.06

 | | | Seepage |0.50 | |

 | | | | | |

706A: | | | | | |

 Winterfield---------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.64 | |

 | | | | | |

 Totagatic-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.81 | |

 | | | | | |

724A: | | | | | |

 Rib-----------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.50 | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

726B: | | | | | |

 Sissabagama---------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Depth to |0.86 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to water |0.24

 | | | Seepage |0.36 | |

 | | | | | |

733A: | | | | | |

 Wozny---------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Ponding |1.00 | |

 | | | Thin layer |0.11 | |

 | | | Seepage |0.09 | |

 | | | | | |
Washburn County, Wisconsin 527

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

771A: | | | | | |

 Lenroot-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |0.99 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to water |0.01

 | | | Seepage |0.54 | |

 | | | | | |

827A: | | | | | |

 Scoba---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |0.99 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to water |0.01

 | | | Seepage |0.50 | |

 | | | | | |

853C: | | | | | |

 Frogcreek-----------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.04 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Thin layer |0.11 | |

 | | | Seepage |0.09 | |

 | | | | | |

 Stinnett------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.11 | |

 | | | Seepage |0.09 | |

 | | | | | |

 Wozny---------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Ponding |1.00 | |

 | | | Thin layer |0.11 | |

 | | | Seepage |0.09 | |

 | | | | | |

856B: | | | | | |

 Stinnett------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.11 | |

 | | | Seepage |0.09 | |

 | | | | | |

857B: | | | | | |

 Frogcreek-----------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.04 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Thin layer |0.11 | |

 | | | Seepage |0.09 | |

 | | | | | |

857C: | | | | | |

 Frogcreek-----------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.04 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Thin layer |0.11 | |

 | | | Seepage |0.09 | |

 | | | | | |
528 Soil Survey of

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

873B: | | | | | |

 Stanberry-----------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.04 | Depth to |0.99 | No ground water |1.00

 | | | saturated zone | | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.07 | |

 | | | | | |

873C: | | | | | |

 Stanberry-----------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.04 | Depth to |0.99 | No ground water |1.00

 | Slope |0.01 | saturated zone | | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.07 | |

 | | | | | |

873D: | | | | | |

 Stanberry-----------|Somewhat limited | |Very limited | |Very limited |

 | Slope |0.21 | Depth to |0.99 | No ground water |1.00

 | Seepage |0.04 | saturated zone | | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.07 | |

 | | | | | |

905A: | | | | | |

 Cublake-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Depth to |0.86 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to water |0.24

 | | | Seepage |0.08 | |

 | | | | | |

926A: | | | | | |

 Flink---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.75 | |

 | | | | | |

943D: | | | | | |

 Stanberry-----------|Somewhat limited | |Very limited | |Very limited |

 | Slope |0.08 | Depth to |0.99 | No ground water |1.00

 | Seepage |0.04 | saturated zone | | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.07 | |

 | | | | | |

 Greenwood-----------|Somewhat limited | |Not rated | |Somewhat limited |

 | Seepage |0.72 | | | Cutbanks cave |0.10

 | | | | | |

948A: | | | | | |

 Billyboy------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.50 | |

 | | | | | |

970C: | | | | | |

 Keweenaw------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.11 | No ground water |1.00

 | Slope |0.01 | | | |

 | | | | | |

 Pence---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | Slope |0.01 | | | |

 | | | | | |

 Greenwood-----------|Very limited | |Not rated | |Somewhat limited |

 | Seepage |1.00 | | | Cutbanks cave |0.10

 | | | | | |
Washburn County, Wisconsin 529

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

970E: | | | | | |

 Keweenaw------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.11 | No ground water |1.00

 | Slope |0.50 | | | |

 | | | | | |

 Pence---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | Slope |0.50 | | | |

 | | | | | |

 Greenwood-----------|Very limited | |Not rated | |Somewhat limited |

 | Seepage |1.00 | | | Cutbanks cave |0.10

 | | | | | |

1070C: | | | | | |

 Fremstadt-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.07 | No ground water |1.00

 | | | | | |

 Cress---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |

1070D: | | | | | |

 Fremstadt-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.07 | No ground water |1.00

 | Slope |0.21 | | | |

 | | | | | |

 Cress---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | Slope |0.15 | | | |

 | | | | | |

1080B: | | | | | |

 Spoonerhill---------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |0.99 | No ground water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.10 | |

 | | | | | |

 Spoonerhill, stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |0.99 | No ground water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.11 | |

 | | | | | |

 Cress---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |

1653C: | | | | | |

 Stanberry-----------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.04 | Depth to |0.99 | No ground water |1.00

 | | | saturated zone | | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.07 | |

 | | | | | |

 Parkfalls-----------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.04 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Thin layer |0.77 | |

 | | | Seepage |0.07 | |

 | | | | | |
530 Soil Survey of

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

1653C: | | | | | |

 Wozny---------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Ponding |1.00 | |

 | | | Thin layer |0.11 | |

 | | | Seepage |0.09 | |

 | | | | | |

2015: | | | | | |

 Pits----------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2050: | | | | | |

 Landfill------------|Not rated | |Not rated | |Not rated |

 | | | | | |

3011A: | | | | | |

 Barronett-----------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | Slow refill |0.28

 | | | Piping |1.00 | |

 | | | Ponding |1.00 | |

 | | | | | |

3125A: | | | | | |

 Meehan--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.82 | |

 | | | | | |

3126A: | | | | | |

 Wurtsmith-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |0.99 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to water |0.01

 | | | Seepage |0.82 | |

 | | | | | |

3276A: | | | | | |

 Au Gres-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.86 | |

 | | | | | |

3312B: | | | | | |

 Glendenning, very | | | | | |

 stony--------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.04 | |

 | | | | | |

 Glendenning---------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.04 | |

 | | | | | |

3336A: | | | | | |

 Fenander------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | Slow refill |0.28

 | | | Ponding |1.00 | |

 | | | | | |
Washburn County, Wisconsin 531

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3403A: | | | | | |

 Loxley--------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Content of |1.00 | Cutbanks cave |0.10

 | | | organic matter | | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Ponding |1.00 | |

 | | | | | |

 Beseman-------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Content of |1.00 | Cutbanks cave |0.10

 | | | organic matter | | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Ponding |1.00 | |

 | | | | | |

 Dawson--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Content of |1.00 | Cutbanks cave |1.00

 | | | organic matter | | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.64 | |

 | | | | | |

3424C: | | | | | |

 Frogcreek-----------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.04 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Thin layer |0.11 | |

 | | | Seepage |0.09 | |

 | | | | | |

 Magroc--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | No ground water |1.00

 | Depth to bedrock |0.10 | saturated zone | | |

 | | | Thin layer |0.11 | |

 | | | Seepage |0.10 | |

 | | | | | |

 Stinnett------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.11 | |

 | | | Seepage |0.09 | |

 | | | | | |

 Rock outcrop--------|Not limited | |Not rated | |Not rated |

 | | | | | |

3446A: | | | | | |

 Newson--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.82 | |

 | | | | | |

3448B: | | | | | |

 Grettum-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.58 | Cutbanks cave |1.00

 | | | | | Depth to water |0.96

 | | | | | |
532 Soil Survey of

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3448C: | | | | | |

 Grettum-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.58 | Cutbanks cave |1.00

 | | | | | Depth to water |0.96

 | | | | | |

3516A: | | | | | |

 Slimlake------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Depth to |0.86 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to water |0.06

 | | | Seepage |0.79 | |

 | | | | | |

3629B: | | | | | |

 Perida--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.72 | No ground water |1.00

 | | | Depth to |0.09 | |

 | | | saturated zone | | |

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
Washburn County, Wisconsin 533

Table 22a.--Agricultural Waste Management

(The information in this table indicates the dominant soil condition but

 does not eliminate the need for onsite investigation. The numbers in

 the value columns range from 0.01 to 1.00. The larger the value, the

 greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further

 explanation of ratings in this table)

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

3A: | | | |

 Totagatic-----------|Very limited | |Very limited |

 | Flooding |1.00 | Filtering |1.00

 | Depth to |1.00 | capacity |

 | saturated zone | | Depth to |1.00

 | Ponding |1.00 | saturated zone |

 | | | Flooding |1.00

 | | | Ponding |1.00

 | | | Too acid |0.77

 | | | |

 Bowstring-----------|Very limited | |Very limited |

 | Flooding |1.00 | Filtering |1.00

 | Depth to |1.00 | capacity |

 | saturated zone | | Depth to |1.00

 | Ponding |1.00 | saturated zone |

 | Restricted |0.69 | Low adsorption |1.00

 | permeability | | Flooding |1.00

 | | | Ponding |1.00

 | | | |

 Ausable-------------|Very limited | |Very limited |

 | Flooding |1.00 | Filtering |1.00

 | Depth to |1.00 | capacity |

 | saturated zone | | Depth to |1.00

 | Ponding |1.00 | saturated zone |

 | Restricted |0.69 | Flooding |1.00

 | permeability | | Ponding |1.00

 | | | Too acid |0.07

 | | | |

22A: | | | |

 Comstock------------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to |1.00 | Too acid |0.31

 | saturated zone | | Restricted |0.21

 | | | permeability |

 | | | |

24A: | | | |

 Poskin--------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | | | Too acid |0.31

 | | | |

27A: | | | |

 Scott Lake----------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Restricted |1.00 | Depth to |0.86

 | permeability | | saturated zone |

 | | | Too acid |0.31

 | | | |
534 Soil Survey of

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

28B: | | | |

 Haugen, very stony--|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |0.99

 | permeability | | saturated zone |

 | Depth to |0.99 | Too acid |0.91

 | saturated zone | | Restricted |0.60

 | | | permeability |

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | |

 Haugen--------------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |0.99

 | permeability | | saturated zone |

 | Depth to |0.99 | Too acid |0.91

 | saturated zone | | Restricted |0.60

 | | | permeability |

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | |

 Rosholt, very stony |Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | | | Too acid |0.31

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | | | Too acid |0.31

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | |

28C: | | | |

 Haugen, very stony--|Very limited | |Very limited |

 | Restricted |1.00 | Too steep for |1.00

 | permeability | | surface |

 | Slope |1.00 | application |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | | | Too acid |0.91

 | | | Restricted |0.60

 | | | permeability |

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | |
Washburn County, Wisconsin 535

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

28C: | | | |

 Haugen--------------|Very limited | |Very limited |

 | Restricted |1.00 | Too steep for |1.00

 | permeability | | surface |

 | Slope |1.00 | application |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | | | Too acid |0.91

 | | | Restricted |0.60

 | | | permeability |

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | |

 Rosholt, very stony |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |1.00 | capacity |

 | permeability | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |1.00 | capacity |

 | permeability | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

33B: | | | |

 Chetek--------------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | Too acid |0.07

 | | | |

33C: | | | |

 Chetek--------------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | Slope |1.00 | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.07

 | | | |
536 Soil Survey of

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

38A: | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | | | Too acid |0.31

 | | | |

38B: | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | | | Too acid |0.31

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | |

38C: | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |1.00 | capacity |

 | permeability | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

38D: | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |1.00 | capacity |

 | permeability | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

42D: | | | |

 Amery---------------|Very limited | |Very limited |

 | Slope |1.00 | Too steep for |1.00

 | Restricted |1.00 | surface |

 | permeability | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.77

 | | | Restricted |0.21

 | | | permeability |

 | | | |

43B: | | | |

 Antigo--------------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | | | Too acid |0.31

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | |
Washburn County, Wisconsin 537

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

43C: | | | |

 Antigo--------------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | Slope |1.00 | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |0.94

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

43D: | | | |

 Antigo--------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |1.00 | capacity |

 | permeability | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

48A: | | | |

 Brill---------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | | | Too acid |0.31

 | | | |

63A: | | | |

 Crystal Lake--------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |0.99

 | permeability | | saturated zone |

 | Depth to |1.00 | Too acid |0.31

 | saturated zone | | Restricted |0.21

 | | | permeability |

 | | | |

63B: | | | |

 Crystal Lake--------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |0.99

 | permeability | | saturated zone |

 | Depth to |1.00 | Too acid |0.31

 | saturated zone | | Restricted |0.21

 | | | permeability |

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | |
538 Soil Survey of

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

63C: | | | |

 Crystal Lake--------|Very limited | |Very limited |

 | Restricted |1.00 | Too steep for |1.00

 | permeability | | surface |

 | Depth to |1.00 | application |

 | saturated zone | | Depth to |0.99

 | Slope |1.00 | saturated zone |

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | Restricted |0.21

 | | | permeability |

 | | | |

63E: | | | |

 Crystal Lake--------|Very limited | |Very limited |

 | Slope |1.00 | Too steep for |1.00

 | Restricted |1.00 | surface |

 | permeability | | application |

 | Depth to |1.00 | Too steep for |1.00

 | saturated zone | | sprinkler |

 | | | application |

 | | | Depth to |0.86

 | | | saturated zone |

 | | | Too acid |0.31

 | | | Restricted |0.21

 | | | permeability |

 | | | |

64A: | | | |

 Totagatic-----------|Very limited | |Very limited |

 | Flooding |1.00 | Filtering |1.00

 | Depth to |1.00 | capacity |

 | saturated zone | | Depth to |1.00

 | Ponding |1.00 | saturated zone |

 | | | Flooding |1.00

 | | | Ponding |1.00

 | | | Too acid |0.77

 | | | |

 Winterfield---------|Very limited | |Very limited |

 | Flooding |1.00 | Filtering |1.00

 | Depth to |1.00 | capacity |

 | saturated zone | | Depth to |1.00

 | | | saturated zone |

 | | | Flooding |1.00

 | | | |

69B: | | | |

 Keweenaw------------|Somewhat limited | |Somewhat limited |

 | Restricted |0.61 | Too acid |0.77

 | permeability | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | Filtering |0.01

 | | | capacity |

 | | | |

 Sayner--------------|Somewhat limited | |Very limited |

 | Restricted |0.31 | Filtering |1.00

 | permeability | | capacity |

 | | | Too acid |0.77

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | |
Washburn County, Wisconsin 539

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

69B: | | | |

 Vilas---------------|Not limited | |Very limited |

 | | | Filtering |1.00

 | | | capacity |

 | | | Too acid |0.31

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | |

69C: | | | |

 Keweenaw------------|Very limited | |Very limited |

 | Slope |1.00 | Too steep for |1.00

 | Restricted |0.61 | surface |

 | permeability | | application |

 | | | Too steep for |0.78

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.77

 | | | Filtering |0.01

 | | | capacity |

 | | | |

 Sayner--------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |0.31 | capacity |

 | permeability | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |0.78

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.77

 | | | |

 Vilas---------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | | | capacity |

 | | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |0.78

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

69E: | | | |

 Keweenaw------------|Very limited | |Very limited |

 | Slope |1.00 | Too steep for |1.00

 | Restricted |0.61 | surface |

 | permeability | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.77

 | | | Filtering |0.01

 | | | capacity |

 | | | |
540 Soil Survey of

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

69E: | | | |

 Sayner--------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |0.31 | capacity |

 | permeability | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.77

 | | | |

 Vilas---------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | | | capacity |

 | | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

74B: | | | |

 Vilas---------------|Not limited | |Very limited |

 | | | Filtering |1.00

 | | | capacity |

 | | | Too acid |0.31

 | | | |

74C: | | | |

 Vilas---------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | | | capacity |

 | | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |0.94

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

74D: | | | |

 Vilas---------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | | | capacity |

 | | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

100B: | | | |

 Menahga-------------|Not limited | |Very limited |

 | | | Filtering |1.00

 | | | capacity |

 | | | Too acid |0.99

 | | | |
Washburn County, Wisconsin 541

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

100C: | | | |

 Menahga-------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | | | capacity |

 | | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too acid |0.99

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | |

100D: | | | |

 Menahga-------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | | | capacity |

 | | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.99

 | | | |

127D: | | | |

 Amery---------------|Very limited | |Very limited |

 | Slope |1.00 | Too steep for |1.00

 | Restricted |1.00 | surface |

 | permeability | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.77

 | | | Restricted |0.21

 | | | permeability |

 | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |1.00 | capacity |

 | permeability | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

127E: | | | |

 Amery---------------|Very limited | |Very limited |

 | Slope |1.00 | Too steep for |1.00

 | Restricted |1.00 | surface |

 | permeability | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.77

 | | | Restricted |0.21

 | | | permeability |

 | | | |
542 Soil Survey of

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

127E: | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |1.00 | capacity |

 | permeability | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

156B: | | | |

 Magnor, very stony--|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to |1.00 | Too acid |0.85

 | saturated zone | | Restricted |0.43

 | Too acid |0.03 | permeability |

 | | | |

 Magnor--------------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to |1.00 | Too acid |0.85

 | saturated zone | | Restricted |0.43

 | Too acid |0.03 | permeability |

 | | | |

157B: | | | |

 Freeon, very stony--|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to |1.00 | Too acid |0.77

 | saturated zone | | Restricted |0.43

 | | | permeability |

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | |

 Freeon--------------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to |1.00 | Too acid |0.85

 | saturated zone | | Restricted |0.43

 | | | permeability |

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | |

157C: | | | |

 Freeon, very stony--|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to |1.00 | Too steep for |1.00

 | saturated zone | | surface |

 | Slope |1.00 | application |

 | | | Too acid |0.77

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | Restricted |0.43

 | | | permeability |

 | | | |
Washburn County, Wisconsin 543

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

157C: | | | |

 Freeon--------------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to |1.00 | Too steep for |1.00

 | saturated zone | | surface |

 | Slope |1.00 | application |

 | | | Too acid |0.85

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | Restricted |0.43

 | | | permeability |

 | | | |

160A: | | | |

 Oesterle------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Restricted |0.61 | Depth to |1.00

 | permeability | | saturated zone |

 | | | Too acid |0.77

 | | | |

182B: | | | |

 Padus---------------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | | | Too acid |0.31

 | | | |

182C: | | | |

 Padus---------------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | Slope |1.00 | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |0.94

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

192A: | | | |

 Worcester-----------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | | | Too acid |0.31

 | | | |

193A: | | | |

 Minocqua------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | | | Too acid |0.07

 | | | |
544 Soil Survey of

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

215B: | | | |

 Pence---------------|Somewhat limited | |Very limited |

 | Restricted |0.61 | Filtering |1.00

 | permeability | | capacity |

 | | | Too acid |0.31

 | | | |

215C: | | | |

 Pence---------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |0.61 | capacity |

 | permeability | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |0.94

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

215D: | | | |

 Pence---------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |0.61 | capacity |

 | permeability | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

315A: | | | |

 Rib-----------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | | | Too acid |0.31

 | | | |

337A: | | | |

 Plover--------------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to |1.00 | Restricted |0.60

 | saturated zone | | permeability |

 | | | Too acid |0.31

 | | | |

368B: | | | |

 Mahtomedi-----------|Not limited | |Very limited |

 | | | Filtering |1.00

 | | | capacity |

 | | | Too acid |0.42

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | |
Washburn County, Wisconsin 545

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

368B: | | | |

 Cress---------------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | | | Too acid |0.31

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | |

368C: | | | |

 Mahtomedi-----------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | | | capacity |

 | | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.42

 | | | |

 Cress---------------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | Slope |1.00 | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

368D: | | | |

 Mahtomedi-----------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | | | capacity |

 | | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.42

 | | | |

 Cress---------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |1.00 | capacity |

 | permeability | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |
546 Soil Survey of

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

371A: | | | |

 Croswell------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | | | Depth to |0.99

 | | | saturated zone |

 | | | Too acid |0.31

 | | | |

380B: | | | |

 Cress---------------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | | | Too acid |0.31

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | | | Too acid |0.31

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | |

380C: | | | |

 Cress---------------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | Slope |1.00 | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |1.00 | capacity |

 | permeability | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

380D: | | | |

 Cress---------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |1.00 | capacity |

 | permeability | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |
Washburn County, Wisconsin 547

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

380D: | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |1.00 | capacity |

 | permeability | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

383B: | | | |

 Mahtomedi-----------|Not limited | |Very limited |

 | | | Filtering |1.00

 | | | capacity |

 | | | Too acid |0.42

 | | | |

383C: | | | |

 Mahtomedi-----------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | | | capacity |

 | | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.42

 | | | |

383D: | | | |

 Mahtomedi-----------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | | | capacity |

 | | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.42

 | | | |

396B: | | | |

 Friendship----------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | | | Too acid |0.21

 | | | |

 Wurtsmith-----------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Too acid |0.03 | Too acid |1.00

 | | | Depth to |0.99

 | | | saturated zone |

 | | | |

 Grayling------------|Somewhat limited | |Very limited |

 | Too acid |0.21 | Filtering |1.00

 | | | capacity |

 | | | Too acid |1.00

 | | | |
548 Soil Survey of

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

397A: | | | |

 Perchlake-----------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | | | Depth to |1.00

 | | | saturated zone |

 | | | Too acid |0.77

 | | | |

399B: | | | |

 Grayling------------|Somewhat limited | |Very limited |

 | Too acid |0.21 | Filtering |1.00

 | | | capacity |

 | | | Too acid |1.00

 | | | |

399C: | | | |

 Grayling------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Too acid |0.21 | capacity |

 | | | Too acid |1.00

 | | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | |

399D: | | | |

 Grayling------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Too acid |0.21 | capacity |

 | | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |1.00

 | | | |

405A: | | | |

 Lupton--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | Restricted |0.69 | |

 | permeability | | |

 | | | |

 Cathro--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Ponding |1.00

 | permeability | | Too acid |0.07

 | Ponding |1.00 | |

 | | | |

 Tawas---------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Ponding |1.00 | Depth to |1.00

 | Restricted |0.69 | saturated zone |

 | permeability | | Ponding |1.00

 | | | |
Washburn County, Wisconsin 549

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

406A: | | | |

 Loxley--------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Ponding |1.00 | Depth to |1.00

 | Too acid |0.77 | saturated zone |

 | Restricted |0.69 | Too acid |1.00

 | permeability | | Ponding |1.00

 | | | |

407A: | | | |

 Seelyeville---------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | Restricted |0.68 | Too acid |0.31

 | permeability | | |

 | | | |

 Markey--------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | | | |

410A: | | | |

 Seelyeville---------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | Restricted |0.68 | Too acid |0.31

 | permeability | | |

 | | | |

 Cathro--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Ponding |1.00

 | permeability | | Too acid |0.07

 | Ponding |1.00 | |

 | | | |

412A: | | | |

 Rifle---------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | Restricted |0.31 | Filtering |0.01

 | permeability | | capacity |

 | | | |

 Tacoosh-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Ponding |1.00

 | permeability | | |

 | Ponding |1.00 | |

 | | | |

415A: | | | |

 Greenwood-----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Too acid |1.00

 | Restricted |0.69 | Ponding |1.00

 | permeability | | |

 | | | |
550 Soil Survey of

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

439B: | | | |

 Graycalm------------|Not limited | |Very limited |

 | | | Filtering |1.00

 | | | capacity |

 | | | Too acid |0.99

 | | | |

 Menahga-------------|Not limited | |Very limited |

 | | | Filtering |1.00

 | | | capacity |

 | | | Too acid |0.99

 | | | |

439C: | | | |

 Graycalm------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | | | capacity |

 | | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too acid |0.99

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | |

 Menahga-------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | | | capacity |

 | | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too acid |0.99

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | |

439D: | | | |

 Graycalm------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | | | capacity |

 | | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.99

 | | | |

 Menahga-------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | | | capacity |

 | | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.99

 | | | |
Washburn County, Wisconsin 551

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

441C: | | | |

 Freeon--------------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to |1.00 | Too steep for |1.00

 | saturated zone | | surface |

 | Slope |1.00 | application |

 | | | Too steep for |0.94

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.85

 | | | Restricted |0.43

 | | | permeability |

 | | | |

 Cathro--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Ponding |1.00

 | permeability | | Too acid |0.07

 | Ponding |1.00 | |

 | | | |

442C: | | | |

 Haugen--------------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |0.99

 | permeability | | saturated zone |

 | Depth to |0.99 | Too steep for |0.92

 | saturated zone | | surface |

 | Slope |0.88 | application |

 | | | Too acid |0.91

 | | | Restricted |0.60

 | | | permeability |

 | | | Too steep for |0.06

 | | | sprinkler |

 | | | application |

 | | | |

 Greenwood-----------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Ponding |1.00 | Depth to |1.00

 | Too acid |0.77 | saturated zone |

 | Restricted |0.61 | Too acid |1.00

 | permeability | | Ponding |1.00

 | | | |

443D: | | | |

 Amery---------------|Very limited | |Very limited |

 | Slope |1.00 | Too steep for |1.00

 | Restricted |1.00 | surface |

 | permeability | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | Restricted |0.21

 | | | permeability |

 | | | |
552 Soil Survey of

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

443D: | | | |

 Greenwood-----------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Ponding |1.00 | Depth to |1.00

 | Too acid |0.77 | saturated zone |

 | Restricted |0.61 | Too acid |1.00

 | permeability | | Ponding |1.00

 | | | |

461A: | | | |

 Bowstring-----------|Very limited | |Very limited |

 | Flooding |1.00 | Filtering |1.00

 | Depth to |1.00 | capacity |

 | saturated zone | | Depth to |1.00

 | Ponding |1.00 | saturated zone |

 | Restricted |0.69 | Low adsorption |1.00

 | permeability | | Flooding |1.00

 | | | Ponding |1.00

 | | | |

484A: | | | |

 Greenwood-----------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Ponding |1.00 | Depth to |1.00

 | Too acid |0.77 | saturated zone |

 | Restricted |0.61 | Too acid |1.00

 | permeability | | Ponding |1.00

 | | | |

 Beseman-------------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to |1.00 | Too acid |1.00

 | saturated zone | | Ponding |1.00

 | Ponding |1.00 | Restricted |0.21

 | | | permeability |

 | | | |

495B: | | | |

 Karlsborg-----------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Restricted |0.98

 | | | permeability |

 | | | Too acid |0.77

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | |

 Grettum-------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | | | Too acid |0.85

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | |
Washburn County, Wisconsin 553

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

495B: | | | |

 Perida--------------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | Depth to |0.09 | Restricted |1.00

 | saturated zone | | permeability |

 | | | Too acid |0.85

 | | | Depth to |0.09

 | | | saturated zone |

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | |

495C: | | | |

 Karlsborg-----------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |1.00 | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Restricted |0.98

 | | | permeability |

 | | | Too acid |0.77

 | | | |

 Grettum-------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Slope |1.00 | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too acid |0.85

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | |

 Perida--------------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | Slope |1.00 | Restricted |1.00

 | Depth to |0.09 | permeability |

 | saturated zone | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too acid |0.85

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | |
554 Soil Survey of

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

495D: | | | |

 Karlsborg-----------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |1.00 | capacity |

 | permeability | | Depth to |1.00

 | Depth to |1.00 | saturated zone |

 | saturated zone | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Restricted |0.98

 | | | permeability |

 | | | |

 Grettum-------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Depth to |1.00 | capacity |

 | saturated zone | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.85

 | | | |

 Perida--------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |1.00 | capacity |

 | permeability | | Too steep for |1.00

 | Depth to |0.09 | surface |

 | saturated zone | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Restricted |1.00

 | | | permeability |

 | | | Too acid |0.85

 | | | |

497A: | | | |

 Meenon--------------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Restricted |1.00

 | | | permeability |

 | | | Too acid |0.31

 | | | |

515A: | | | |

 Manitowish----------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Restricted |0.61 | Depth to |0.86

 | permeability | | saturated zone |

 | | | Too acid |0.31

 | | | |
Washburn County, Wisconsin 555

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

521A: | | | |

 Dody----------------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | | | Restricted |0.98

 | | | permeability |

 | | | Too acid |0.31

 | | | |

524E: | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

 Frogcreek-----------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to |1.00 | Too steep for |1.00

 | saturated zone | | surface |

 | Slope |1.00 | application |

 | | | Too acid |0.31

 | | | Too steep for |0.22

 | | | sprinkler |

 | | | application |

 | | | Restricted |0.21

 | | | permeability |

 | | | |

 Metonga-------------|Very limited | |Very limited |

 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Too steep for |1.00

 | Restricted |1.00 | surface |

 | permeability | | application |

 | Too acid |0.03 | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

542B: | | | |

 Haugen, very stony--|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |0.99

 | permeability | | saturated zone |

 | Depth to |0.99 | Too acid |0.91

 | saturated zone | | Restricted |0.60

 | | | permeability |

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | |

 Haugen--------------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |0.99

 | permeability | | saturated zone |

 | Depth to |0.99 | Too acid |0.91

 | saturated zone | | Restricted |0.60

 | | | permeability |

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | |
556 Soil Survey of

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

542C: | | | |

 Haugen, very stony--|Very limited | |Very limited |

 | Restricted |1.00 | Too steep for |1.00

 | permeability | | surface |

 | Slope |1.00 | application |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | | | Too acid |0.91

 | | | Restricted |0.60

 | | | permeability |

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | |

 Haugen--------------|Very limited | |Very limited |

 | Restricted |1.00 | Too steep for |1.00

 | permeability | | surface |

 | Slope |1.00 | application |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | | | Too acid |0.91

 | | | Restricted |0.60

 | | | permeability |

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | |

543B: | | | |

 Anigon--------------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | | | Too acid |0.31

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | |

543C2: | | | |

 Anigon--------------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | Slope |1.00 | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

544F: | | | |

 Menahga-------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | | | capacity |

 | | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.99

 | | | |
Washburn County, Wisconsin 557

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

544F: | | | |

 Mahtomedi-----------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | | | capacity |

 | | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.42

 | | | |

555A: | | | |

 Fordum--------------|Very limited | |Very limited |

 | Flooding |1.00 | Filtering |1.00

 | Depth to |1.00 | capacity |

 | saturated zone | | Depth to |1.00

 | Restricted |1.00 | saturated zone |

 | permeability | | Flooding |1.00

 | Ponding |1.00 | Ponding |1.00

 | | | |

574B: | | | |

 Sayner--------------|Somewhat limited | |Very limited |

 | Restricted |0.31 | Filtering |1.00

 | permeability | | capacity |

 | | | Too acid |0.77

 | | | |

574C: | | | |

 Sayner--------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |0.31 | capacity |

 | permeability | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |0.94

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.77

 | | | |

574E: | | | |

 Sayner--------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |0.31 | capacity |

 | permeability | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.77

 | | | |

579B: | | | |

 Parkfalls-----------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to |1.00 | Too acid |0.77

 | saturated zone | | Restricted |0.21

 | | | permeability |

 | | | |
558 Soil Survey of

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

600A: | | | |

 Haplosaprists-------|Not rated | |Not rated |

 | | | |

 Psammaquents--------|Not rated | |Not rated |

 | | | |

615B: | | | |

 Cress---------------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | | | Too acid |0.31

 | | | |

615C: | | | |

 Cress---------------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | Slope |1.00 | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

615D: | | | |

 Cress---------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |1.00 | capacity |

 | permeability | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

623A: | | | |

 Capitola------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Ponding |1.00

 | permeability | | Too acid |0.31

 | Ponding |1.00 | Filtering |0.01

 | | | capacity |

 | | | |

624A: | | | |

 Ossmer--------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | | | Too acid |0.31

 | | | |

632A: | | | |

 Aftad---------------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |0.99

 | permeability | | saturated zone |

 | Depth to |1.00 | Too acid |0.31

 | saturated zone | | Restricted |0.21

 | | | permeability |

 | | | |
Washburn County, Wisconsin 559

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

632B: | | | |

 Aftad---------------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |0.99

 | permeability | | saturated zone |

 | Depth to |1.00 | Too acid |0.31

 | saturated zone | | Restricted |0.21

 | | | permeability |

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | |

632C: | | | |

 Aftad---------------|Very limited | |Very limited |

 | Restricted |1.00 | Too steep for |1.00

 | permeability | | surface |

 | Depth to |1.00 | application |

 | saturated zone | | Depth to |0.99

 | Slope |1.00 | saturated zone |

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | Restricted |0.21

 | | | permeability |

 | | | |

633F: | | | |

 Pence---------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |0.61 | capacity |

 | permeability | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

 Padus---------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |1.00 | capacity |

 | permeability | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

648B: | | | |

 Sconsin-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Too acid |0.31

 | permeability | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | |
560 Soil Survey of

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

670C: | | | |

 Keweenaw------------|Very limited | |Very limited |

 | Slope |1.00 | Too steep for |1.00

 | Restricted |0.61 | surface |

 | permeability | | application |

 | | | Too steep for |0.94

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.77

 | | | Filtering |0.01

 | | | capacity |

 | | | |

 Pence---------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |0.61 | capacity |

 | permeability | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |0.94

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

670E: | | | |

 Keweenaw------------|Very limited | |Very limited |

 | Slope |1.00 | Too steep for |1.00

 | Restricted |0.61 | surface |

 | permeability | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.77

 | | | Filtering |0.01

 | | | capacity |

 | | | |

 Pence---------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |0.61 | capacity |

 | permeability | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

671B: | | | |

 Spoonerhill, stony--|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |0.99

 | permeability | | saturated zone |

 | Depth to |0.99 | Too acid |0.31

 | saturated zone | | Restricted |0.21

 | | | permeability |

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | Filtering |0.01

 | | | capacity |

 | | | |
Washburn County, Wisconsin 561

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

671B: | | | |

 Spoonerhill---------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |0.99

 | permeability | | saturated zone |

 | Depth to |0.99 | Too acid |0.31

 | saturated zone | | Restricted |0.21

 | | | permeability |

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | Filtering |0.01

 | | | capacity |

 | | | |

680B: | | | |

 Stanberry, stony----|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | | | Restricted |0.21

 | | | permeability |

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | Too acid |0.03

 | | | |

 Pence, stony--------|Somewhat limited | |Very limited |

 | Restricted |0.61 | Filtering |1.00

 | permeability | | capacity |

 | | | Too acid |0.31

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | |

683A: | | | |

 Tipler--------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Restricted |1.00 | Depth to |0.86

 | permeability | | saturated zone |

 | | | Too acid |0.31

 | | | |

706A: | | | |

 Winterfield---------|Very limited | |Very limited |

 | Flooding |1.00 | Filtering |1.00

 | Depth to |1.00 | capacity |

 | saturated zone | | Depth to |1.00

 | | | saturated zone |

 | | | Flooding |1.00

 | | | |

 Totagatic-----------|Very limited | |Very limited |

 | Flooding |1.00 | Filtering |1.00

 | Depth to |1.00 | capacity |

 | saturated zone | | Depth to |1.00

 | Ponding |1.00 | saturated zone |

 | | | Flooding |1.00

 | | | Ponding |1.00

 | | | Too acid |0.42

 | | | |
562 Soil Survey of

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

724A: | | | |

 Rib-----------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | | | Too acid |0.31

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

726B: | | | |

 Sissabagama---------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | Depth to |1.00 | Depth to |0.86

 | saturated zone | | saturated zone |

 | | | Restricted |0.60

 | | | permeability |

 | | | Too acid |0.31

 | | | |

733A: | | | |

 Wozny---------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Ponding |1.00

 | permeability | | Too acid |0.31

 | Ponding |1.00 | Filtering |0.01

 | | | capacity |

 | | | |

771A: | | | |

 Lenroot-------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | | | Depth to |0.99

 | | | saturated zone |

 | | | Too acid |0.42

 | | | |

827A: | | | |

 Scoba---------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Restricted |1.00 | Depth to |0.99

 | permeability | | saturated zone |

 | | | Too acid |0.31

 | | | |

853C: | | | |

 Frogcreek-----------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to |1.00 | Too steep for |1.00

 | saturated zone | | surface |

 | Slope |1.00 | application |

 | | | Too acid |0.31

 | | | Too steep for |0.22

 | | | sprinkler |

 | | | application |

 | | | Restricted |0.21

 | | | permeability |

 | | | |
Washburn County, Wisconsin 563

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

853C: | | | |

 Stinnett------------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to |1.00 | Too acid |0.31

 | saturated zone | | Restricted |0.21

 | | | permeability |

 | | | |

 Wozny---------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Ponding |1.00

 | permeability | | Too acid |0.31

 | Ponding |1.00 | Filtering |0.01

 | | | capacity |

 | | | |

856B: | | | |

 Stinnett------------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to |1.00 | Too acid |0.31

 | saturated zone | | Restricted |0.21

 | | | permeability |

 | | | |

857B: | | | |

 Frogcreek-----------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to |1.00 | Too acid |0.31

 | saturated zone | | Restricted |0.21

 | | | permeability |

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | |

857C: | | | |

 Frogcreek-----------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to |1.00 | Too steep for |1.00

 | saturated zone | | surface |

 | Slope |1.00 | application |

 | | | Too steep for |0.78

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | Restricted |0.21

 | | | permeability |

 | | | |

873B: | | | |

 Stanberry-----------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | | | Restricted |0.21

 | | | permeability |

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | Too acid |0.03

 | | | |
564 Soil Survey of

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

873C: | | | |

 Stanberry-----------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | Slope |1.00 | Too steep for |1.00

 | Depth to |0.99 | surface |

 | saturated zone | | application |

 | | | Depth to |0.99

 | | | saturated zone |

 | | | Too steep for |0.94

 | | | sprinkler |

 | | | application |

 | | | Restricted |0.21

 | | | permeability |

 | | | |

873D: | | | |

 Stanberry-----------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |1.00 | capacity |

 | permeability | | Too steep for |1.00

 | Depth to |0.99 | surface |

 | saturated zone | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Depth to |0.99

 | | | saturated zone |

 | | | Restricted |0.21

 | | | permeability |

 | | | |

905A: | | | |

 Cublake-------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Restricted |1.00 | Depth to |0.86

 | permeability | | saturated zone |

 | Too acid |0.03 | Too acid |0.77

 | | | |

926A: | | | |

 Flink---------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Too acid |0.03 | Too acid |0.77

 | | | |

943D: | | | |

 Stanberry-----------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | Slope |1.00 | Too steep for |1.00

 | Depth to |0.99 | surface |

 | saturated zone | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Depth to |0.99

 | | | saturated zone |

 | | | Restricted |0.21

 | | | permeability |

 | | | |
Washburn County, Wisconsin 565

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

943D: | | | |

 Greenwood-----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Too acid |1.00

 | permeability | | Ponding |1.00

 | Ponding |1.00 | Filtering |0.01

 | Too acid |0.77 | capacity |

 | | | |

948A: | | | |

 Billyboy------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | | | Too acid |0.31

 | | | |

970C: | | | |

 Keweenaw------------|Very limited | |Very limited |

 | Slope |1.00 | Too steep for |1.00

 | Restricted |0.61 | surface |

 | permeability | | application |

 | | | Too steep for |0.94

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.77

 | | | Filtering |0.01

 | | | capacity |

 | | | |

 Pence---------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |0.61 | capacity |

 | permeability | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |0.94

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

 Greenwood-----------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Ponding |1.00 | Depth to |1.00

 | Too acid |0.77 | saturated zone |

 | Restricted |0.61 | Too acid |1.00

 | permeability | | Ponding |1.00

 | | | |

970E: | | | |

 Keweenaw------------|Very limited | |Very limited |

 | Slope |1.00 | Too steep for |1.00

 | Restricted |0.61 | surface |

 | permeability | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.77

 | | | Filtering |0.01

 | | | capacity |

 | | | |
566 Soil Survey of

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

970E: | | | |

 Pence---------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |0.61 | capacity |

 | permeability | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

 Greenwood-----------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Ponding |1.00 | Depth to |1.00

 | Too acid |0.77 | saturated zone |

 | Restricted |0.61 | Too acid |1.00

 | permeability | | Ponding |1.00

 | | | |

1070C: | | | |

 Fremstadt-----------|Very limited | |Very limited |

 | Slope |1.00 | Too steep for |1.00

 | Restricted |0.31 | surface |

 | permeability | | application |

 | | | Too steep for |0.78

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | Filtering |0.01

 | | | capacity |

 | | | |

 Cress---------------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | Slope |1.00 | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

1070D: | | | |

 Fremstadt-----------|Very limited | |Very limited |

 | Slope |1.00 | Too steep for |1.00

 | Restricted |0.31 | surface |

 | permeability | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | Filtering |0.01

 | | | capacity |

 | | | |
Washburn County, Wisconsin 567

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

1070D: | | | |

 Cress---------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Restricted |1.00 | capacity |

 | permeability | | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too steep for |1.00

 | | | sprinkler |

 | | | application |

 | | | Too acid |0.31

 | | | |

1080B: | | | |

 Spoonerhill---------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |0.99

 | permeability | | saturated zone |

 | Depth to |0.99 | Too acid |0.31

 | saturated zone | | Restricted |0.21

 | | | permeability |

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | Filtering |0.01

 | | | capacity |

 | | | |

 Spoonerhill, stony--|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |0.99

 | permeability | | saturated zone |

 | Depth to |0.99 | Too acid |0.31

 | saturated zone | | Restricted |0.21

 | | | permeability |

 | | | Too steep for |0.08

 | | | surface |

 | | | application |

 | | | Filtering |0.01

 | | | capacity |

 | | | |

 Cress---------------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | | | Too acid |0.31

 | | | |

1653C: | | | |

 Stanberry-----------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | Slope |1.00 | Too steep for |1.00

 | Depth to |0.99 | surface |

 | saturated zone | | application |

 | | | Depth to |0.99

 | | | saturated zone |

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | Restricted |0.21

 | | | permeability |

 | | | |
568 Soil Survey of

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

1653C: | | | |

 Parkfalls-----------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to |1.00 | Too acid |0.77

 | saturated zone | | Restricted |0.21

 | | | permeability |

 | | | |

 Wozny---------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Ponding |1.00

 | permeability | | Too acid |0.31

 | Ponding |1.00 | Filtering |0.01

 | | | capacity |

 | | | |

2015: | | | |

 Pits----------------|Not rated | |Not rated |

 | | | |

2050: | | | |

 Landfill------------|Not rated | |Not rated |

 | | | |

3011A: | | | |

 Barronett-----------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Too acid |0.31

 | Ponding |1.00 | Restricted |0.21

 | | | permeability |

 | | | |

3125A: | | | |

 Meehan--------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | | | Depth to |1.00

 | | | saturated zone |

 | | | Too acid |0.85

 | | | |

3126A: | | | |

 Wurtsmith-----------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Too acid |0.03 | Too acid |1.00

 | | | Depth to |0.99

 | | | saturated zone |

 | | | |

3276A: | | | |

 Au Gres-------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | | | |
Washburn County, Wisconsin 569

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

3312B: | | | |

 Glendenning, very | | | |

 stony--------------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to |1.00 | Too acid |0.31

 | saturated zone | | Restricted |0.21

 | | | permeability |

 | | | |

 Glendenning---------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to |1.00 | Too acid |0.31

 | saturated zone | | Restricted |0.21

 | | | permeability |

 | | | |

3336A: | | | |

 Fenander------------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Restricted |0.21

 | Ponding |1.00 | permeability |

 | | | |

3403A: | | | |

 Loxley--------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Ponding |1.00 | Depth to |1.00

 | Too acid |0.77 | saturated zone |

 | Restricted |0.69 | Too acid |1.00

 | permeability | | Ponding |1.00

 | | | |

 Beseman-------------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to |1.00 | Too acid |1.00

 | saturated zone | | Ponding |1.00

 | Ponding |1.00 | Restricted |0.21

 | | | permeability |

 | | | |

 Dawson--------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Ponding |1.00 | Too acid |1.00

 | Too acid |0.77 | Ponding |1.00

 | | | Low adsorption |0.01

 | | | |
570 Soil Survey of

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

3424C: | | | |

 Frogcreek-----------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to |1.00 | Too steep for |1.00

 | saturated zone | | surface |

 | Slope |1.00 | application |

 | | | Too acid |0.31

 | | | Too steep for |0.22

 | | | sprinkler |

 | | | application |

 | | | Restricted |0.21

 | | | permeability |

 | | | |

 Magroc--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Depth to bedrock |1.00 | Depth to bedrock |0.42

 | Restricted |1.00 | Too acid |0.31

 | permeability | | |

 | | | |

 Stinnett------------|Very limited | |Very limited |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to |1.00 | Too acid |0.31

 | saturated zone | | Restricted |0.21

 | | | permeability |

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

3446A: | | | |

 Newson--------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Ponding |1.00 | Depth to |1.00

 | Too acid |0.07 | saturated zone |

 | | | Too acid |1.00

 | | | Ponding |1.00

 | | | |

3448B: | | | |

 Grettum-------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | | | Too acid |0.85

 | | | |

3448C: | | | |

 Grettum-------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Slope |1.00 | Too steep for |1.00

 | | | surface |

 | | | application |

 | | | Too acid |0.85

 | | | Too steep for |0.50

 | | | sprinkler |

 | | | application |

 | | | |
Washburn County, Wisconsin 571

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

3516A: | | | |

 Slimlake------------|Very limited | |Very limited |

 | Depth to |1.00 | Filtering |1.00

 | saturated zone | | capacity |

 | Restricted |0.31 | Depth to |0.86

 | permeability | | saturated zone |

 | | | Too acid |0.42

 | | | |

3629B: | | | |

 Perida--------------|Very limited | |Very limited |

 | Restricted |1.00 | Filtering |1.00

 | permeability | | capacity |

 | Depth to |0.09 | Restricted |1.00

 | saturated zone | | permeability |

 | | | Too acid |0.85

 | | | Depth to |0.09

 | | | saturated zone |

 | | | |

M-W: | | | |

 Miscellaneous water |Not rated | |Not rated |

 | | | |

W: | | | |

 Water---------------|Not rated | |Not rated |

 | | | | _________________________________________________________________________
572 Soil Survey of

Table 22b.--Agricultural Waste Management

(The information in this table indicates the dominant soil condition but

 does not eliminate the need for onsite investigation. The numbers

 in the value columns range from 0.01 to 1.00. The larger the value,

 the greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further

 explanation of ratings in this table)

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

3A: | | | |

 Totagatic-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Flooding |1.00 | Flooding |1.00

 | Ponding |1.00 | Low adsorption |1.00

 | Leaching |0.90 | Ponding |1.00

 | | | |

 Bowstring-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Flooding |1.00 | Flooding |1.00

 | Low adsorption |1.00 | Low adsorption |1.00

 | Ponding |1.00 | Ponding |1.00

 | | | |

 Ausable-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Flooding |1.00 | Flooding |1.00

 | Ponding |1.00 | Low adsorption |1.00

 | Leaching |0.90 | Ponding |1.00

 | | | |

22A: | | | |

 Comstock------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |0.41 | Too acid |0.31

 | permeability | | Restricted |0.31

 | Too acid |0.08 | permeability |

 | | | |

24A: | | | |

 Poskin--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31

 | | | |

27A: | | | |

 Scott Lake----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |0.86 | Depth to |0.86

 | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31

 | Droughty |0.05 | Droughty |0.05

 | | | |
Washburn County, Wisconsin 573

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

28B: | | | |

 Haugen, very stony--|Very limited | |Very limited |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Restricted |0.89 | Too acid |0.91

 | permeability | | Restricted |0.78

 | Too stony |0.50 | permeability |

 | Too acid |0.32 | |

 | | | |

 Haugen--------------|Very limited | |Very limited |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Restricted |0.89 | Too acid |0.91

 | permeability | | Restricted |0.78

 | Too acid |0.32 | permeability |

 | | | |

 Rosholt, very stony |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Dense layer |1.00 | Droughty |0.40

 | Too stony |0.50 | Too acid |0.31

 | Droughty |0.40 | |

 | Too acid |0.08 | |

 | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Dense layer |1.00 | Droughty |0.33

 | Droughty |0.33 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |

28C: | | | |

 Haugen, very stony--|Very limited | |Very limited |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Restricted |0.89 | Too acid |0.91

 | permeability | | Restricted |0.78

 | Too stony |0.50 | permeability |

 | Too acid |0.32 | Slope |0.04

 | Slope |0.04 | |

 | | | |

 Haugen--------------|Very limited | |Very limited |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Restricted |0.89 | Too acid |0.91

 | permeability | | Restricted |0.78

 | Too acid |0.32 | permeability |

 | Slope |0.04 | Slope |0.04

 | | | |

 Rosholt, very stony |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Dense layer |1.00 | Droughty |0.40

 | Too stony |0.50 | Too acid |0.31

 | Droughty |0.40 | Slope |0.04

 | Too acid |0.08 | |

 | | | |
574 Soil Survey of

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

28C: | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Dense layer |1.00 | Droughty |0.33

 | Droughty |0.33 | Too acid |0.31

 | Too acid |0.08 | Slope |0.04

 | Slope |0.04 | |

 | | | |

33B: | | | |

 Chetek--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |0.94 | Droughty |0.94

 | Too acid |0.02 | Too acid |0.07

 | | | |

33C: | | | |

 Chetek--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |0.94 | Droughty |0.94

 | Slope |0.04 | Too acid |0.07

 | Too acid |0.02 | Slope |0.04

 | | | |

38A: | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Dense layer |1.00 | Droughty |0.33

 | Droughty |0.33 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |

38B: | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Dense layer |1.00 | Droughty |0.33

 | Droughty |0.33 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |

38C: | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Dense layer |1.00 | Droughty |0.33

 | Droughty |0.33 | Too acid |0.31

 | Too acid |0.08 | Slope |0.04

 | Slope |0.04 | |

 | | | |

38D: | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Dense layer |1.00 | Slope |1.00

 | Slope |1.00 | Droughty |0.33

 | Droughty |0.33 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |
Washburn County, Wisconsin 575

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

42D: | | | |

 Amery---------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Too stony |0.50 | Too acid |0.77

 | Restricted |0.41 | Restricted |0.31

 | permeability | | permeability |

 | Too acid |0.22 | |

 | | | |

43B: | | | |

 Antigo--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Too acid |0.08 | Too acid |0.31

 | | | |

43C: | | | |

 Antigo--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Slope |0.37 | Slope |0.37

 | Too acid |0.08 | Too acid |0.31

 | | | |

43D: | | | |

 Antigo--------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity |

 | capacity | | Slope |1.00

 | Too acid |0.08 | Too acid |0.31

 | | | |

48A: | | | |

 Brill---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31

 | | | |

63A: | | | |

 Crystal Lake--------|Very limited | |Very limited |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Restricted |0.41 | Too acid |0.31

 | permeability | | Restricted |0.31

 | Too acid |0.08 | permeability |

 | | | |

63B: | | | |

 Crystal Lake--------|Very limited | |Very limited |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Restricted |0.41 | Too acid |0.31

 | permeability | | Restricted |0.31

 | Too acid |0.08 | permeability |

 | | | |

63C: | | | |

 Crystal Lake--------|Very limited | |Very limited |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Restricted |0.41 | Too acid |0.31

 | permeability | | Restricted |0.31

 | Too acid |0.08 | permeability |

 | Slope |0.04 | Slope |0.04

 | | | |
576 Soil Survey of

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

63E: | | | |

 Crystal Lake--------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Depth to |0.86 | Depth to |0.86

 | saturated zone | | saturated zone |

 | Restricted |0.41 | Too acid |0.31

 | permeability | | Restricted |0.31

 | Too acid |0.08 | permeability |

 | | | |

64A: | | | |

 Totagatic-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Flooding |1.00 | Flooding |1.00

 | Ponding |1.00 | Low adsorption |1.00

 | Leaching |0.90 | Ponding |1.00

 | | | |

 Winterfield---------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Flooding |1.00 | Flooding |1.00

 | Leaching |0.90 | Droughty |0.52

 | Droughty |0.52 | |

 | | | |

69B: | | | |

 Keweenaw------------|Somewhat limited | |Somewhat limited |

 | Too acid |0.22 | Too acid |0.77

 | Filtering |0.01 | Filtering |0.01

 | capacity | | capacity |

 | | | |

 Sayner--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |0.99 | Droughty |0.99

 | Leaching |0.45 | Too acid |0.77

 | Too acid |0.22 | |

 | | | |

 Vilas---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Leaching |0.45 | Too acid |0.31

 | Too acid |0.08 | Droughty |0.04

 | Droughty |0.04 | |

 | | | |

69C: | | | |

 Keweenaw------------|Somewhat limited | |Somewhat limited |

 | Too acid |0.22 | Too acid |0.77

 | Slope |0.16 | Slope |0.16

 | Filtering |0.01 | Filtering |0.01

 | capacity | | capacity |

 | | | |
Washburn County, Wisconsin 577

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

69C: | | | |

 Sayner--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |0.99 | Droughty |0.99

 | Leaching |0.45 | Too acid |0.77

 | Too acid |0.22 | Slope |0.16

 | Slope |0.16 | |

 | | | |

 Vilas---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Leaching |0.45 | Too acid |0.31

 | Slope |0.16 | Slope |0.16

 | Too acid |0.08 | Droughty |0.04

 | Droughty |0.04 | |

 | | | |

69E: | | | |

 Keweenaw------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Too acid |0.22 | Too acid |0.77

 | Filtering |0.01 | Filtering |0.01

 | capacity | | capacity |

 | | | |

 Sayner--------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity |

 | capacity | | Slope |1.00

 | Droughty |0.99 | Droughty |0.99

 | Leaching |0.45 | Too acid |0.77

 | Too acid |0.22 | |

 | | | |

 Vilas---------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity |

 | capacity | | Slope |1.00

 | Leaching |0.45 | Too acid |0.31

 | Too acid |0.08 | Droughty |0.04

 | Droughty |0.04 | |

 | | | |

74B: | | | |

 Vilas---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Leaching |0.45 | Too acid |0.31

 | Too acid |0.08 | Droughty |0.04

 | Droughty |0.04 | |

 | | | |

74C: | | | |

 Vilas---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Leaching |0.45 | Slope |0.37

 | Slope |0.37 | Too acid |0.31

 | Too acid |0.08 | Droughty |0.04

 | Droughty |0.04 | |

 | | | |
578 Soil Survey of

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

74D: | | | |

 Vilas---------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity |

 | capacity | | Slope |1.00

 | Leaching |0.45 | Too acid |0.31

 | Too acid |0.08 | Droughty |0.04

 | Droughty |0.04 | |

 | | | |

100B: | | | |

 Menahga-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |0.77 | Too acid |0.99

 | Too acid |0.50 | Droughty |0.77

 | Leaching |0.45 | |

 | | | |

100C: | | | |

 Menahga-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Too acid |0.50 | Low adsorption |1.00

 | Leaching |0.45 | Too acid |0.99

 | Droughty |0.40 | Droughty |0.40

 | Slope |0.04 | Slope |0.04

 | | | |

100D: | | | |

 Menahga-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Slope |1.00 | Low adsorption |1.00

 | Too acid |0.50 | Slope |1.00

 | Leaching |0.45 | Too acid |0.99

 | Droughty |0.40 | Droughty |0.40

 | | | |

127D: | | | |

 Amery---------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Too stony |0.50 | Too acid |0.77

 | Restricted |0.41 | Restricted |0.31

 | permeability | | permeability |

 | Too acid |0.22 | |

 | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Dense layer |1.00 | Slope |1.00

 | Slope |1.00 | Droughty |0.40

 | Too stony |0.50 | Too acid |0.31

 | Droughty |0.40 | |

 | | | |

127E: | | | |

 Amery---------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Too stony |0.50 | Too acid |0.77

 | Restricted |0.41 | Restricted |0.31

 | permeability | | permeability |

 | Too acid |0.22 | |

 | | | |
Washburn County, Wisconsin 579

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

127E: | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity |

 | capacity | | Slope |1.00

 | Dense layer |1.00 | Droughty |0.40

 | Too stony |0.50 | Too acid |0.31

 | Droughty |0.40 | |

 | | | |

156B: | | | |

 Magnor, very stony--|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Dense layer |1.00 | Too acid |0.85

 | Restricted |0.74 | Restricted |0.60

 | permeability | | permeability |

 | Too stony |0.50 | |

 | Too acid |0.27 | |

 | | | |

 Magnor--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Dense layer |1.00 | Too acid |0.85

 | Restricted |0.74 | Restricted |0.60

 | permeability | | permeability |

 | Too acid |0.27 | |

 | | | |

157B: | | | |

 Freeon, very stony--|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Dense layer |1.00 | Too acid |0.77

 | Restricted |0.74 | Restricted |0.60

 | permeability | | permeability |

 | Too stony |0.50 | |

 | Too acid |0.22 | |

 | | | |

 Freeon--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Dense layer |1.00 | Too acid |0.85

 | Restricted |0.74 | Restricted |0.60

 | permeability | | permeability |

 | Too acid |0.27 | |

 | | | |

157C: | | | |

 Freeon, very stony--|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Dense layer |1.00 | Too acid |0.77

 | Restricted |0.74 | Restricted |0.60

 | permeability | | permeability |

 | Too stony |0.50 | Slope |0.04

 | Too acid |0.22 | |

 | | | |
580 Soil Survey of

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

157C: | | | |

 Freeon--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Dense layer |1.00 | Too acid |0.85

 | Restricted |0.74 | Restricted |0.60

 | permeability | | permeability |

 | Too acid |0.27 | Slope |0.04

 | Slope |0.04 | |

 | | | |

160A: | | | |

 Oesterle------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Too acid |0.22 | Too acid |0.77

 | Droughty |0.09 | Droughty |0.09

 | | | |

182B: | | | |

 Padus---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Too acid |0.08 | Too acid |0.31

 | | | |

182C: | | | |

 Padus---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Slope |0.37 | Slope |0.37

 | Too acid |0.08 | Too acid |0.31

 | | | |

192A: | | | |

 Worcester-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31

 | Droughty |0.04 | Droughty |0.04

 | | | |

193A: | | | |

 Minocqua------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Leaching |0.70 | Ponding |1.00

 | Too acid |0.02 | Too acid |0.07

 | | | |

215B: | | | |

 Pence---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Dense layer |1.00 | Droughty |0.74

 | Droughty |0.74 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |
Washburn County, Wisconsin 581

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

215C: | | | |

 Pence---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Dense layer |1.00 | Droughty |0.74

 | Droughty |0.74 | Slope |0.37

 | Slope |0.37 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |

215D: | | | |

 Pence---------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity |

 | capacity | | Slope |1.00

 | Dense layer |1.00 | Droughty |0.74

 | Droughty |0.74 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |

315A: | | | |

 Rib-----------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | Leaching |0.70 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |

337A: | | | |

 Plover--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |0.89 | Restricted |0.78

 | permeability | | permeability |

 | Too acid |0.08 | Too acid |0.31

 | | | |

368B: | | | |

 Mahtomedi-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |1.00 | Droughty |1.00

 | Leaching |0.45 | Too acid |0.42

 | Too acid |0.11 | |

 | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |0.60 | Droughty |0.60

 | Leaching |0.45 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |

368C: | | | |

 Mahtomedi-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |1.00 | Droughty |1.00

 | Leaching |0.45 | Too acid |0.42

 | Too acid |0.11 | Slope |0.04

 | Slope |0.04 | |

 | | | |
582 Soil Survey of

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

368C: | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |0.60 | Droughty |0.60

 | Leaching |0.45 | Too acid |0.31

 | Too acid |0.08 | Slope |0.04

 | Slope |0.04 | |

 | | | |

368D: | | | |

 Mahtomedi-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Slope |1.00 | Slope |1.00

 | Droughty |1.00 | Droughty |1.00

 | Leaching |0.45 | Too acid |0.42

 | Too acid |0.11 | |

 | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Slope |1.00 | Slope |1.00

 | Droughty |0.60 | Droughty |0.60

 | Leaching |0.45 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |

371A: | | | |

 Croswell------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Droughty |0.67 | Droughty |0.67

 | Leaching |0.45 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |

380B: | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |0.60 | Droughty |0.60

 | Leaching |0.45 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Dense layer |1.00 | Droughty |0.33

 | Droughty |0.33 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |

380C: | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |0.60 | Droughty |0.60

 | Leaching |0.45 | Too acid |0.31

 | Too acid |0.08 | Slope |0.04

 | Slope |0.04 | |

 | | | |
Washburn County, Wisconsin 583

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

380C: | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Dense layer |1.00 | Droughty |0.33

 | Droughty |0.33 | Too acid |0.31

 | Too acid |0.08 | Slope |0.04

 | Slope |0.04 | |

 | | | |

380D: | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Slope |1.00 | Slope |1.00

 | Droughty |0.60 | Droughty |0.60

 | Leaching |0.45 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Dense layer |1.00 | Slope |1.00

 | Slope |1.00 | Droughty |0.33

 | Droughty |0.33 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |

383B: | | | |

 Mahtomedi-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |1.00 | Droughty |1.00

 | Leaching |0.45 | Too acid |0.42

 | Too acid |0.11 | |

 | | | |

383C: | | | |

 Mahtomedi-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |1.00 | Droughty |1.00

 | Leaching |0.45 | Too acid |0.42

 | Too acid |0.11 | Slope |0.04

 | Slope |0.04 | |

 | | | |

383D: | | | |

 Mahtomedi-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Slope |1.00 | Slope |1.00

 | Droughty |1.00 | Droughty |1.00

 | Leaching |0.45 | Too acid |0.42

 | Too acid |0.11 | |

 | | | |

396B: | | | |

 Friendship----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |0.90 | Droughty |0.90

 | Leaching |0.45 | Too acid |0.21

 | Too acid |0.05 | |

 | | | |
584 Soil Survey of

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

396B: | | | |

 Wurtsmith-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |0.99 | Too acid |1.00

 | saturated zone | | Depth to |0.99

 | Droughty |0.87 | saturated zone |

 | Too acid |0.78 | Droughty |0.87

 | Leaching |0.45 | |

 | | | |

 Grayling------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |1.00 | Too acid |1.00

 | Too acid |0.78 | Droughty |1.00

 | Leaching |0.45 | |

 | | | |

397A: | | | |

 Perchlake-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Droughty |0.25 | Too acid |0.77

 | Too acid |0.22 | Droughty |0.25

 | | | |

399B: | | | |

 Grayling------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |1.00 | Too acid |1.00

 | Too acid |0.78 | Droughty |1.00

 | Leaching |0.45 | |

 | | | |

399C: | | | |

 Grayling------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |1.00 | Too acid |1.00

 | Too acid |0.78 | Droughty |1.00

 | Leaching |0.45 | Slope |0.04

 | Slope |0.04 | |

 | | | |

399D: | | | |

 Grayling------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Slope |1.00 | Too acid |1.00

 | Droughty |1.00 | Slope |1.00

 | Too acid |0.78 | Droughty |1.00

 | Leaching |0.45 | |

 | | | |

405A: | | | |

 Lupton--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Leaching |0.90 | Ponding |1.00

 | | | |
Washburn County, Wisconsin 585

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

405A: | | | |

 Cathro--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Leaching |0.90 | Ponding |1.00

 | Too acid |0.02 | Too acid |0.07

 | | | |

 Tawas---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Leaching |0.90 | Ponding |1.00

 | | | |

406A: | | | |

 Loxley--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Too acid |0.94 | Too acid |1.00

 | Leaching |0.90 | Ponding |1.00

 | | | |

407A: | | | |

 Seelyeville---------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Leaching |0.90 | Ponding |1.00

 | Too acid |0.08 | Too acid |0.31

 | | | |

 Markey--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Leaching |0.90 | Ponding |1.00

 | | | |

410A: | | | |

 Seelyeville---------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Leaching |0.90 | Ponding |1.00

 | Too acid |0.08 | Too acid |0.31

 | | | |

 Cathro--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Leaching |0.90 | Ponding |1.00

 | Too acid |0.02 | Too acid |0.07

 | | | |
586 Soil Survey of

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

412A: | | | |

 Rifle---------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Leaching |0.90 | Ponding |1.00

 | Filtering |0.01 | Filtering |0.01

 | capacity | | capacity |

 | | | |

 Tacoosh-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Leaching |0.90 | Ponding |1.00

 | | | |

415A: | | | |

 Greenwood-----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Too acid |0.94 | Too acid |1.00

 | Leaching |0.90 | Ponding |1.00

 | | | |

439B: | | | |

 Graycalm------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Too acid |0.50 | Too acid |0.99

 | Leaching |0.45 | Droughty |0.25

 | Droughty |0.25 | |

 | | | |

 Menahga-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Too acid |0.50 | Low adsorption |1.00

 | Leaching |0.45 | Too acid |0.99

 | Droughty |0.39 | Droughty |0.39

 | | | |

439C: | | | |

 Graycalm------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Too acid |0.50 | Too acid |0.99

 | Leaching |0.45 | Droughty |0.25

 | Droughty |0.25 | Slope |0.04

 | Slope |0.04 | |

 | | | |

 Menahga-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Too acid |0.50 | Low adsorption |1.00

 | Leaching |0.45 | Too acid |0.99

 | Droughty |0.39 | Droughty |0.39

 | Slope |0.04 | Slope |0.04

 | | | |
Washburn County, Wisconsin 587

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

439D: | | | |

 Graycalm------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Slope |1.00 | Slope |1.00

 | Too acid |0.50 | Too acid |0.99

 | Leaching |0.45 | Droughty |0.25

 | Droughty |0.25 | |

 | | | |

 Menahga-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Slope |1.00 | Low adsorption |1.00

 | Too acid |0.50 | Slope |1.00

 | Leaching |0.45 | Too acid |0.99

 | Droughty |0.39 | Droughty |0.39

 | | | |

441C: | | | |

 Freeon--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Dense layer |1.00 | Too acid |0.85

 | Restricted |0.74 | Restricted |0.60

 | permeability | | permeability |

 | Too stony |0.50 | Slope |0.37

 | Slope |0.37 | |

 | | | |

 Cathro--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Leaching |0.90 | Ponding |1.00

 | Too acid |0.02 | Too acid |0.07

 | | | |

442C: | | | |

 Haugen--------------|Very limited | |Very limited |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Restricted |0.89 | Too acid |0.91

 | permeability | | Restricted |0.78

 | Too stony |0.50 | permeability |

 | Too acid |0.32 | |

 | | | |

 Greenwood-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Too acid |0.94 | Too acid |1.00

 | Leaching |0.90 | Ponding |1.00

 | | | |

443D: | | | |

 Amery---------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Too stony |0.50 | Too acid |0.31

 | Restricted |0.41 | Restricted |0.31

 | permeability | | permeability |

 | Too acid |0.08 | |

 | | | |
588 Soil Survey of

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

443D: | | | |

 Greenwood-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Too acid |0.94 | Too acid |1.00

 | Leaching |0.90 | Ponding |1.00

 | | | |

461A: | | | |

 Bowstring-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Flooding |1.00 | Flooding |1.00

 | Low adsorption |1.00 | Low adsorption |1.00

 | Ponding |1.00 | Ponding |1.00

 | | | |

484A: | | | |

 Greenwood-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Too acid |0.94 | Too acid |1.00

 | Leaching |0.90 | Ponding |1.00

 | | | |

 Beseman-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Too acid |0.94 | Too acid |1.00

 | Leaching |0.90 | Ponding |1.00

 | Restricted |0.41 | Restricted |0.31

 | permeability | | permeability |

 | | | |

495B: | | | |

 Karlsborg-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Restricted |1.00

 | permeability | | permeability |

 | Runoff |0.40 | Too acid |0.77

 | Too acid |0.22 | |

 | | | |

 Grettum-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Leaching |0.45 | Too acid |0.85

 | Too acid |0.27 | Droughty |0.02

 | Droughty |0.02 | |

 | | | |
Washburn County, Wisconsin 589

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

495B: | | | |

 Perida--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Restricted |1.00 | Restricted |1.00

 | permeability | | permeability |

 | Too acid |0.27 | Too acid |0.85

 | Depth to |0.09 | Depth to |0.09

 | saturated zone | | saturated zone |

 | | | |

495C: | | | |

 Karlsborg-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Restricted |1.00

 | permeability | | permeability |

 | Runoff |0.40 | Too acid |0.77

 | Too acid |0.22 | Slope |0.04

 | | | |

 Grettum-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Leaching |0.45 | Too acid |0.85

 | Too acid |0.27 | Slope |0.04

 | Slope |0.04 | Droughty |0.02

 | Droughty |0.02 | |

 | | | |

 Perida--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Restricted |1.00 | Restricted |1.00

 | permeability | | permeability |

 | Too acid |0.27 | Too acid |0.85

 | Depth to |0.09 | Depth to |0.09

 | saturated zone | | saturated zone |

 | Slope |0.04 | Slope |0.04

 | | | |

495D: | | | |

 Karlsborg-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Restricted |1.00

 | permeability | | permeability |

 | Slope |1.00 | Slope |1.00

 | Runoff |0.40 | Too acid |0.77

 | | | |

 Grettum-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Slope |1.00 | Slope |1.00

 | Leaching |0.45 | Too acid |0.85

 | Too acid |0.27 | Droughty |0.02

 | Droughty |0.02 | |

 | | | |
590 Soil Survey of

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

495D: | | | |

 Perida--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Restricted |1.00 | Restricted |1.00

 | permeability | | permeability |

 | Slope |1.00 | Slope |1.00

 | Too acid |0.27 | Too acid |0.85

 | Depth to |0.09 | Depth to |0.09

 | saturated zone | | saturated zone |

 | | | |

497A: | | | |

 Meenon--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Restricted |1.00 | Restricted |1.00

 | permeability | | permeability |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31

 | Droughty |0.03 | Droughty |0.03

 | | | |

515A: | | | |

 Manitowish----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Dense layer |1.00 | Depth to |0.86

 | Depth to |0.86 | saturated zone |

 | saturated zone | | Droughty |0.63

 | Droughty |0.63 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |

521A: | | | |

 Dody----------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Low adsorption |1.00

 | permeability | | Restricted |1.00

 | Ponding |1.00 | permeability |

 | Leaching |0.50 | Ponding |1.00

 | | | |

524E: | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

 Frogcreek-----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Dense layer |1.00 | Too acid |0.31

 | Too stony |0.50 | Restricted |0.31

 | Restricted |0.41 | permeability |

 | permeability | | |

 | Too acid |0.08 | |

 | | | |

 Metonga-------------|Very limited | |Very limited |

 | Slope |1.00 | Low adsorption |1.00

 | Too stony |0.47 | Slope |1.00

 | Depth to bedrock |0.42 | Depth to bedrock |0.42

 | Droughty |0.13 | Too acid |0.31

 | Too acid |0.08 | Droughty |0.13

 | | | |
Washburn County, Wisconsin 591

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

542B: | | | |

 Haugen, very stony--|Very limited | |Very limited |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Restricted |0.89 | Too acid |0.91

 | permeability | | Restricted |0.78

 | Too stony |0.50 | permeability |

 | Too acid |0.32 | |

 | | | |

 Haugen--------------|Very limited | |Very limited |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Restricted |0.89 | Too acid |0.91

 | permeability | | Restricted |0.78

 | Too acid |0.32 | permeability |

 | | | |

542C: | | | |

 Haugen, very stony--|Very limited | |Very limited |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Restricted |0.89 | Too acid |0.91

 | permeability | | Restricted |0.78

 | Too stony |0.50 | permeability |

 | Too acid |0.32 | Slope |0.04

 | Slope |0.04 | |

 | | | |

 Haugen--------------|Very limited | |Very limited |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Restricted |0.89 | Too acid |0.91

 | permeability | | Restricted |0.78

 | Too acid |0.32 | permeability |

 | Slope |0.04 | Slope |0.04

 | | | |

543B: | | | |

 Anigon--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Too acid |0.08 | Too acid |0.31

 | | | |

543C2: | | | |

 Anigon--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Too acid |0.08 | Too acid |0.31

 | Slope |0.04 | Slope |0.04

 | | | |

544F: | | | |

 Menahga-------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity |

 | capacity | | Low adsorption |1.00

 | Too acid |0.50 | Slope |1.00

 | Leaching |0.45 | Too acid |0.99

 | Droughty |0.40 | Droughty |0.40

 | | | |
592 Soil Survey of

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

544F: | | | |

 Mahtomedi-----------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity |

 | capacity | | Slope |1.00

 | Droughty |1.00 | Droughty |1.00

 | Leaching |0.45 | Too acid |0.42

 | Too acid |0.11 | |

 | | | |

555A: | | | |

 Fordum--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Flooding |1.00 | Flooding |1.00

 | Ponding |1.00 | Ponding |1.00

 | Runoff |0.40 | |

 | | | |

574B: | | | |

 Sayner--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |0.99 | Droughty |0.99

 | Leaching |0.45 | Too acid |0.77

 | Too acid |0.22 | |

 | | | |

574C: | | | |

 Sayner--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |0.99 | Droughty |0.99

 | Leaching |0.45 | Too acid |0.77

 | Slope |0.37 | Slope |0.37

 | Too acid |0.22 | |

 | | | |

574E: | | | |

 Sayner--------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity |

 | capacity | | Slope |1.00

 | Droughty |0.99 | Droughty |0.99

 | Leaching |0.45 | Too acid |0.77

 | Too acid |0.22 | |

 | | | |

579B: | | | |

 Parkfalls-----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Dense layer |1.00 | Too acid |0.77

 | Droughty |0.61 | Droughty |0.61

 | Too stony |0.50 | Restricted |0.31

 | Restricted |0.41 | permeability |

 | permeability | | Depth to dense |0.20

 | | | material |

 | | | |

600A: | | | |

 Haplosaprists-------|Not rated | |Not rated |

 | | | |

 Psammaquents--------|Not rated | |Not rated |

 | | | |
Washburn County, Wisconsin 593

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

615B: | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |0.60 | Droughty |0.60

 | Leaching |0.45 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |

615C: | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |0.60 | Droughty |0.60

 | Leaching |0.45 | Too acid |0.31

 | Too acid |0.08 | Slope |0.04

 | Slope |0.04 | |

 | | | |

615D: | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Slope |1.00 | Slope |1.00

 | Droughty |0.60 | Droughty |0.60

 | Leaching |0.45 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |

623A: | | | |

 Capitola------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Leaching |0.70 | Ponding |1.00

 | Too stony |0.50 | Depth to dense |0.46

 | Depth to dense |0.46 | material |

 | material | | Too acid |0.31

 | | | |

624A: | | | |

 Ossmer--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31

 | | | |

632A: | | | |

 Aftad---------------|Very limited | |Very limited |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Restricted |0.41 | Too acid |0.31

 | permeability | | Restricted |0.30

 | Too acid |0.08 | permeability |

 | | | |

632B: | | | |

 Aftad---------------|Very limited | |Very limited |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Restricted |0.41 | Too acid |0.31

 | permeability | | Restricted |0.30

 | Too acid |0.08 | permeability |

 | | | |
594 Soil Survey of

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

632C: | | | |

 Aftad---------------|Very limited | |Very limited |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Restricted |0.41 | Too acid |0.31

 | permeability | | Restricted |0.30

 | Too acid |0.08 | permeability |

 | Slope |0.04 | Slope |0.04

 | | | |

633F: | | | |

 Pence---------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity |

 | capacity | | Slope |1.00

 | Dense layer |1.00 | Droughty |0.74

 | Droughty |0.74 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |

 Padus---------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity |

 | capacity | | Slope |1.00

 | Too acid |0.08 | Too acid |0.31

 | | | |

648B: | | | |

 Sconsin-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Depth to dense |0.54 | Depth to dense |0.54

 | material | | material |

 | Too acid |0.08 | Too acid |0.31

 | | | |

670C: | | | |

 Keweenaw------------|Somewhat limited | |Somewhat limited |

 | Leaching |0.45 | Too acid |0.77

 | Slope |0.37 | Slope |0.37

 | Too acid |0.22 | Filtering |0.01

 | Filtering |0.01 | capacity |

 | capacity | | |

 | | | |

 Pence---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Dense layer |1.00 | Droughty |0.74

 | Droughty |0.74 | Slope |0.37

 | Slope |0.37 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |

670E: | | | |

 Keweenaw------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Leaching |0.45 | Too acid |0.77

 | Too acid |0.22 | Filtering |0.01

 | Filtering |0.01 | capacity |

 | capacity | | |

 | | | |
Washburn County, Wisconsin 595

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

670E: | | | |

 Pence---------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity |

 | capacity | | Slope |1.00

 | Dense layer |1.00 | Droughty |0.74

 | Droughty |0.74 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |

671B: | | | |

 Spoonerhill, stony--|Very limited | |Very limited |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Leaching |0.45 | Too acid |0.31

 | Restricted |0.41 | Restricted |0.31

 | permeability | | permeability |

 | Too acid |0.08 | Droughty |0.04

 | Droughty |0.04 | Filtering |0.01

 | | | capacity |

 | | | |

 Spoonerhill---------|Very limited | |Very limited |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Leaching |0.45 | Too acid |0.31

 | Restricted |0.41 | Restricted |0.31

 | permeability | | permeability |

 | Too acid |0.08 | Droughty |0.04

 | Droughty |0.04 | Filtering |0.01

 | | | capacity |

 | | | |

680B: | | | |

 Stanberry, stony----|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Dense layer |1.00 | Low adsorption |1.00

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Too stony |0.50 | Restricted |0.31

 | Restricted |0.41 | permeability |

 | permeability | | Droughty |0.06

 | | | |

 Pence, stony--------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Dense layer |1.00 | Droughty |0.74

 | Droughty |0.74 | Too acid |0.31

 | Too stony |0.50 | |

 | Too acid |0.08 | |

 | | | |

683A: | | | |

 Tipler--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |0.86 | Depth to |0.86

 | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31

 | Droughty |0.03 | Droughty |0.03

 | | | |
596 Soil Survey of

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

706A: | | | |

 Winterfield---------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Flooding |1.00 | Flooding |1.00

 | Leaching |0.90 | Droughty |0.20

 | Droughty |0.20 | |

 | | | |

 Totagatic-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Flooding |1.00 | Flooding |1.00

 | Ponding |1.00 | Ponding |1.00

 | Runoff |0.40 | Too acid |0.42

 | | | |

724A: | | | |

 Rib-----------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | Leaching |0.70 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

726B: | | | |

 Sissabagama---------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Restricted |0.89 | Depth to |0.86

 | permeability | | saturated zone |

 | Depth to |0.86 | Restricted |0.78

 | saturated zone | | permeability |

 | Leaching |0.45 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |

733A: | | | |

 Wozny---------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Leaching |0.70 | Ponding |1.00

 | Too stony |0.50 | Too acid |0.31

 | Too acid |0.08 | Filtering |0.01

 | | | capacity |

 | | | |

771A: | | | |

 Lenroot-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Droughty |0.89 | Droughty |0.89

 | Leaching |0.45 | Too acid |0.42

 | Too acid |0.11 | |

 | | | |
Washburn County, Wisconsin 597

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

827A: | | | |

 Scoba---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Droughty |0.26 | Too acid |0.31

 | Too acid |0.08 | Droughty |0.26

 | | | |

853C: | | | |

 Frogcreek-----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Dense layer |1.00 | Too acid |0.31

 | Too stony |0.50 | Restricted |0.31

 | Restricted |0.41 | permeability |

 | permeability | | |

 | Too acid |0.08 | |

 | | | |

 Stinnett------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Too stony |0.50 | Too acid |0.31

 | Restricted |0.41 | Restricted |0.31

 | permeability | | permeability |

 | Too acid |0.08 | |

 | | | |

 Wozny---------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Leaching |0.70 | Ponding |1.00

 | Too stony |0.50 | Too acid |0.31

 | Too acid |0.08 | Filtering |0.01

 | | | capacity |

 | | | |

856B: | | | |

 Stinnett------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Too stony |0.50 | Too acid |0.31

 | Restricted |0.41 | Restricted |0.31

 | permeability | | permeability |

 | Too acid |0.08 | |

 | | | |

857B: | | | |

 Frogcreek-----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Dense layer |1.00 | Too acid |0.31

 | Too stony |0.50 | Restricted |0.31

 | Restricted |0.41 | permeability |

 | permeability | | |

 | Too acid |0.08 | |

 | | | |
598 Soil Survey of

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

857C: | | | |

 Frogcreek-----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Dense layer |1.00 | Too acid |0.31

 | Too stony |0.50 | Restricted |0.31

 | Restricted |0.41 | permeability |

 | permeability | | Slope |0.16

 | Slope |0.16 | |

 | | | |

873B: | | | |

 Stanberry-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Dense layer |1.00 | Low adsorption |1.00

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Too stony |0.50 | Restricted |0.31

 | Restricted |0.41 | permeability |

 | permeability | | Droughty |0.06

 | | | |

873C: | | | |

 Stanberry-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Dense layer |1.00 | Low adsorption |1.00

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Too stony |0.50 | Slope |0.37

 | Restricted |0.41 | Restricted |0.31

 | permeability | | permeability |

 | | | |

873D: | | | |

 Stanberry-----------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity |

 | capacity | | Low adsorption |1.00

 | Dense layer |1.00 | Slope |1.00

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Too stony |0.50 | Restricted |0.31

 | | | permeability |

 | | | |

905A: | | | |

 Cublake-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Dense layer |1.00 | Depth to |0.86

 | Depth to |0.86 | saturated zone |

 | saturated zone | | Too acid |0.77

 | Too acid |0.22 | Droughty |0.01

 | Droughty |0.01 | |

 | | | |

926A: | | | |

 Flink---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Too acid |0.22 | Too acid |0.77

 | | | |
Washburn County, Wisconsin 599

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

943D: | | | |

 Stanberry-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Slope |1.00 | Low adsorption |1.00

 | Dense layer |1.00 | Slope |1.00

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Too stony |0.50 | Restricted |0.31

 | | | permeability |

 | | | |

 Greenwood-----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Too acid |0.94 | Too acid |1.00

 | Leaching |0.90 | Ponding |1.00

 | Filtering |0.01 | Filtering |0.01

 | capacity | | capacity |

 | | | |

948A: | | | |

 Billyboy------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31

 | | | |

970C: | | | |

 Keweenaw------------|Somewhat limited | |Somewhat limited |

 | Leaching |0.45 | Too acid |0.77

 | Slope |0.37 | Slope |0.37

 | Too acid |0.22 | Filtering |0.01

 | Filtering |0.01 | capacity |

 | capacity | | |

 | | | |

 Pence---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Dense layer |1.00 | Droughty |0.74

 | Droughty |0.74 | Slope |0.37

 | Too stony |0.50 | Too acid |0.31

 | Slope |0.37 | |

 | | | |

 Greenwood-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Too acid |0.94 | Too acid |1.00

 | Leaching |0.90 | Ponding |1.00

 | | | |

970E: | | | |

 Keweenaw------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Leaching |0.45 | Too acid |0.77

 | Too acid |0.22 | Filtering |0.01

 | Filtering |0.01 | capacity |

 | capacity | | |

 | | | |
600 Soil Survey of

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

970E: | | | |

 Pence---------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity |

 | capacity | | Slope |1.00

 | Dense layer |1.00 | Droughty |0.74

 | Droughty |0.74 | Too acid |0.31

 | Too stony |0.50 | |

 | | | |

 Greenwood-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Too acid |0.94 | Too acid |1.00

 | Leaching |0.90 | Ponding |1.00

 | | | |

1070C: | | | |

 Fremstadt-----------|Somewhat limited | |Somewhat limited |

 | Leaching |0.45 | Too acid |0.31

 | Slope |0.16 | Slope |0.16

 | Too acid |0.08 | Filtering |0.01

 | Filtering |0.01 | capacity |

 | capacity | | |

 | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |0.60 | Droughty |0.60

 | Leaching |0.45 | Too acid |0.31

 | Too acid |0.08 | Slope |0.04

 | Slope |0.04 | |

 | | | |

1070D: | | | |

 Fremstadt-----------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Leaching |0.45 | Too acid |0.31

 | Too acid |0.08 | Filtering |0.01

 | Filtering |0.01 | capacity |

 | capacity | | |

 | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Slope |1.00 | Slope |1.00

 | Droughty |0.60 | Droughty |0.60

 | Leaching |0.45 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |

1080B: | | | |

 Spoonerhill---------|Very limited | |Very limited |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Leaching |0.45 | Too acid |0.31

 | Restricted |0.41 | Restricted |0.31

 | permeability | | permeability |

 | Too acid |0.08 | Droughty |0.04

 | Droughty |0.04 | Filtering |0.01

 | | | capacity |

 | | | |
Washburn County, Wisconsin 601

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

1080B: | | | |

 Spoonerhill, stony--|Very limited | |Very limited |

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Leaching |0.45 | Too acid |0.31

 | Restricted |0.41 | Restricted |0.31

 | permeability | | permeability |

 | Too acid |0.08 | Droughty |0.04

 | Droughty |0.04 | Filtering |0.01

 | | | capacity |

 | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |0.60 | Droughty |0.60

 | Leaching |0.45 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |

1653C: | | | |

 Stanberry-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Dense layer |1.00 | Low adsorption |1.00

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Too stony |0.50 | Restricted |0.31

 | Restricted |0.41 | permeability |

 | permeability | | Droughty |0.06

 | | | |

 Parkfalls-----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Dense layer |1.00 | Too acid |0.77

 | Droughty |0.61 | Droughty |0.61

 | Too stony |0.50 | Restricted |0.31

 | Restricted |0.41 | permeability |

 | permeability | | Depth to dense |0.20

 | | | material |

 | | | |

 Wozny---------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Leaching |0.70 | Ponding |1.00

 | Too stony |0.50 | Too acid |0.31

 | Too acid |0.08 | Filtering |0.01

 | | | capacity |

 | | | |

2015: | | | |

 Pits----------------|Not rated | |Not rated |

 | | | |

2050: | | | |

 Landfill------------|Not rated | |Not rated |

 | | | |
602 Soil Survey of

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

3011A: | | | |

 Barronett-----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | Leaching |0.70 | Too acid |0.31

 | Restricted |0.41 | Restricted |0.31

 | permeability | | permeability |

 | Too acid |0.08 | |

 | | | |

3125A: | | | |

 Meehan--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Droughty |0.94 | Droughty |0.94

 | Leaching |0.45 | Too acid |0.85

 | Too acid |0.27 | |

 | | | |

3126A: | | | |

 Wurtsmith-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |0.99 | Too acid |1.00

 | saturated zone | | Depth to |0.99

 | Droughty |0.85 | saturated zone |

 | Too acid |0.78 | Droughty |0.85

 | Leaching |0.45 | |

 | | | |

3276A: | | | |

 Au Gres-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Droughty |0.29 | Low adsorption |1.00

 | | | Droughty |0.29

 | | | |

3312B: | | | |

 Glendenning, very | | | |

 stony--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Too stony |0.50 | Too acid |0.31

 | Restricted |0.41 | Restricted |0.31

 | permeability | | permeability |

 | Too acid |0.08 | |

 | | | |

 Glendenning---------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |0.41 | Too acid |0.31

 | permeability | | Restricted |0.31

 | Too acid |0.08 | permeability |

 | | | |
Washburn County, Wisconsin 603

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

3336A: | | | |

 Fenander------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | Leaching |0.70 | Restricted |0.31

 | Restricted |0.41 | permeability |

 | permeability | | |

 | | | |

3403A: | | | |

 Loxley--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Too acid |0.94 | Too acid |1.00

 | Leaching |0.90 | Ponding |1.00

 | | | |

 Beseman-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Too acid |0.94 | Too acid |1.00

 | Leaching |0.90 | Ponding |1.00

 | Restricted |0.41 | Restricted |0.31

 | permeability | | permeability |

 | | | |

 Dawson--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Too acid |0.94 | Too acid |1.00

 | Leaching |0.90 | Ponding |1.00

 | | | |

3424C: | | | |

 Frogcreek-----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Dense layer |1.00 | Too acid |0.31

 | Too stony |0.50 | Restricted |0.31

 | Restricted |0.41 | permeability |

 | permeability | | |

 | Too acid |0.08 | |

 | | | |

 Magroc--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Too stony |0.50 | Low adsorption |1.00

 | Too acid |0.08 | Too acid |0.31

 | | | |

 Stinnett------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Too stony |0.50 | Too acid |0.31

 | Restricted |0.41 | Restricted |0.31

 | permeability | | permeability |

 | Too acid |0.08 | |

 | | | |
604

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

3424C: | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

3446A: | | | |

 Newson--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00

 | Too acid |0.62 | Too acid |1.00

 | Runoff |0.40 | Ponding |1.00

 | | | |

3448B: | | | |

 Grettum-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Too acid |0.27 | Too acid |0.85

 | Droughty |0.02 | Droughty |0.02

 | | | |

3448C: | | | |

 Grettum-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Too acid |0.27 | Too acid |0.85

 | Slope |0.04 | Slope |0.04

 | Droughty |0.02 | Droughty |0.02

 | | | |

3516A: | | | |

 Slimlake------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |0.86 | Depth to |0.86

 | saturated zone | | saturated zone |

 | Too acid |0.11 | Too acid |0.42

 | Droughty |0.07 | Droughty |0.07

 | | | |

3629B: | | | |

 Perida--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Restricted |1.00 | Restricted |1.00

 | permeability | | permeability |

 | Leaching |0.45 | Too acid |0.85

 | Too acid |0.27 | Depth to |0.09

 | Depth to |0.09 | saturated zone |

 | saturated zone | | |

 | | | |

M-W: | | | |

 Miscellaneous water |Not rated | |Not rated |

 | | | |

W: | | | |

 Water---------------|Not rated | |Not rated |

 | | | | _________________________________________________________________________
605

Data relating to soil properties are collected during the course of the soil survey.

Soil properties are ascertained by field examination of the soils and by laboratory

index testing of some benchmark soils. Established standard procedures are followed.

During the survey, many shallow borings are made and examined to identify and

classify the soils and to delineate them on the soil maps. Samples are taken from

some typical profiles and tested in the laboratory to determine particle-size

distribution, plasticity, and compaction characteristics.

Estimates of soil properties are based on field examinations, on laboratory tests of

samples from the survey area, and on laboratory tests of samples of similar soils in

nearby areas. Tests verify field observations, verify properties that cannot be estimated

accurately by field observation, and help to characterize key soils.

The estimates of soil properties are shown in tables. They include engineering index

properties, physical and chemical properties, and pertinent soil and water features.

Engineering Index Properties

Table 23 gives the engineering classifications and the range of index properties for

the layers of each soil in the survey area.

Depth to the upper and lower boundaries of each layer is indicated.

Texture is given in the standard terms used by the U.S. Department of Agriculture.

These terms are defined according to percentages of sand, silt, and clay in the fraction

of the soil that is less than 2 millimeters in diameter. “Loam,” for example, is soil that is

7 to 27 percent clay, 28 to 50 percent silt, and less than 52 percent sand. If the content

of particles coarser than sand is 15 percent or more, an appropriate modifier is added,

for example, “gravelly.” Textural terms are defined in the Glossary.

Classification of the soils is determined according to the Unified soil classification

system (ASTM, 2005) and the system adopted by the American Association of State

Highway and Transportation Officials (AASHTO, 2004).

The Unified system classifies soils according to properties that affect their use as

construction material. Soils are classified according to particle-size distribution of the

fraction less than 3 inches in diameter and according to plasticity index, liquid limit,

and organic matter content. Sandy and gravelly soils are identified as GW, GP, GM,

GC, SW, SP, SM, and SC; silty and clayey soils as ML, CL, OL, MH, CH, and OH; and

highly organic soils as PT. Soils exhibiting engineering properties of two groups can

have a dual classification, for example, CL-ML.

The AASHTO system classifies soils according to those properties that affect

roadway construction and maintenance. In this system, the fraction of a mineral soil

that is less than 3 inches in diameter is classified in one of seven groups from A-1

through A-7 on the basis of particle-size distribution, liquid limit, and plasticity index.

Soils in group A-1 are coarse grained and low in content of fines (silt and clay). At the

other extreme, soils in group A-7 are fine grained. Highly organic soils are classified in

group A-8 on the basis of visual inspection.

If laboratory data are available, the A-1, A-2, and A-7 groups are further classified

as A-1-a, A-1-b, A-2-4, A-2-5, A-2-6, A-2-7, A-7-5, or A-7-6. As an additional

refinement, the suitability of a soil as subgrade material can be indicated by a group

Soil Properties
606 Soil Survey of

index number. Group index numbers range from 0 for the best subgrade material to 20

or higher for the poorest.

Rock fragments larger than 10 inches in diameter and 3 to 10 inches in diameter

are indicated as a percentage of the total soil on a dry-weight basis. The percentages

are estimates determined mainly by converting volume percentage in the field to

weight percentage.

Percentage (of soil particles) passing designated sieves is the percentage of the

soil fraction less than 3 inches in diameter based on an ovendry weight. The sieves,

numbers 4, 10, 40, and 200 (USA Standard Series), have openings of 4.76, 2.00,

0.420, and 0.074 millimeters, respectively. Estimates are based on laboratory tests of

soils sampled in the survey area and in nearby areas and on estimates made in the

field.

Liquid limit and plasticity index (Atterberg limits) indicate the plasticity

characteristics of a soil. The estimates are based on test data from the survey area or

from nearby areas and on field examination.

The estimates of particle-size distribution, liquid limit, and plasticity index are

generally rounded to the nearest 5 percent. Thus, if the ranges of gradation and

Atterberg limits extend a marginal amount (1 or 2 percentage points) across

classification boundaries, the classification in the marginal zone is generally omitted in

the table.

Physical Properties

Table 24 shows estimates of some physical characteristics and features that affect

soil behavior. These estimates are given for the layers of each soil in the survey area.

The estimates are based on field observations and on test data for these and similar

soils.

Depth to the upper and lower boundaries of each layer is indicated.

Clay as a soil separate consists of mineral soil particles that are less than 0.002

millimeter in diameter. In table 24, the estimated clay content of each soil layer is given

as a percentage, by weight, of the soil material that is less than 2 millimeters in

diameter.

The amount and kind of clay affect the fertility and physical condition of the soil and

the ability of the soil to adsorb cations and to retain moisture. They influence shrinkswell potential, permeability, plasticity, the ease of soil dispersion, and other soil

properties. The amount and kind of clay in a soil also affect tillage and earthmoving

operations.

Moist bulk density is the weight of soil (ovendry) per unit volume. Volume is

measured when the soil is at field moisture capacity, that is, the moisture content at

1

/3- or 1/10-bar (33kPa or 10kPa) moisture tension. Weight is determined after the soil is

dried at 105 degrees C. In the table, the estimated moist bulk density of each soil

horizon is expressed in grams per cubic centimeter of soil material that is less than 2

millimeters in diameter. Bulk density data are used to compute shrink-swell potential,

available water capacity, total pore space, and other soil properties. The moist bulk

density of a soil indicates the pore space available for water and roots. Depending on

soil texture, a bulk density of more than 1.4 can restrict water storage and root

penetration. Moist bulk density is influenced by texture, kind of clay, content of organic

matter, and soil structure.

Permeability refers to the ability of a soil to transmit water or air. The term

“permeability,” as used in soil surveys, indicates saturated hydraulic conductivity (Ksat ).

The estimates in the table indicate the rate of water movement, in inches per hour,

when the soil is saturated. They are based on soil characteristics observed in the field,
Washburn County, Wisconsin 607

particularly structure, porosity, and texture. Permeability is considered in the design of

soil drainage systems and septic tank absorption fields.

Available water capacity refers to the quantity of water that the soil is capable of

storing for use by plants. The capacity for water storage is given in inches of water per

inch of soil for each soil layer. The capacity varies, depending on soil properties that

affect retention of water. The most important properties are the content of organic

matter, soil texture, bulk density, and soil structure. Available water capacity is an

important factor in the choice of plants or crops to be grown and in the design and

management of irrigation systems. Available water capacity is not an estimate of the

quantity of water actually available to plants at any given time.

Linear extensibility refers to the change in length of an unconfined clod as moisture

content is decreased from a moist to a dry state. It is an expression of the volume

change between the water content of the clod at 1/3- or 1/10-bar tension (33kPa or

10kPa tension) and oven dryness. The volume change is reported in the table as

percent change for the whole soil. Volume change is influenced by the amount and

type of clay minerals in the soil.

Linear extensibility is used to determine the shrink-swell potential of soils. The

shrink-swell potential is low if the soil has a linear extensibility of less than 3 percent;

moderate if 3 to 6 percent; high if 6 to 9 percent; and very high if more than 9 percent.

If the linear extensibility is more than 3, shrinking and swelling can cause damage to

buildings, roads, and other structures and to plant roots. Special design commonly is

needed.

Organic matter is the plant and animal residue in the soil at various stages of

decomposition. In table 24, the estimated content of organic matter is expressed as a

percentage, by weight, of the soil material that is less than 2 millimeters in diameter.

The content of organic matter in a soil can be maintained by returning crop residue

to the soil. Organic matter has a positive effect on available water capacity, water

infiltration, soil organism activity, and tilth. It is a source of nitrogen and other nutrients

for crops and soil organisms.

Erosion factors are shown in table 24 as the K factor (Kw and Kf) and the T factor.

Erosion factor K indicates the susceptibility of a soil to sheet and rill erosion by water.

Factor K is one of several factors used in the Universal Soil Loss Equation (USLE) and

the Revised Universal Soil Loss Equation (RUSLE) to predict the average annual rate

of soil loss by sheet and rill erosion in tons per acre per year. The estimates are based

primarily on percentage of silt, sand, and organic matter and on soil structure and

permeability. Values of K range from 0.02 to 0.69. Other factors being equal, the higher

the value, the more susceptible the soil is to sheet and rill erosion by water.

Erosion factor Kw indicates the erodibility of the whole soil. The estimates are

modified by the presence of rock fragments.

Erosion factor Kf indicates the erodibility of the fine-earth fraction, or the material

less than 2 millimeters in size.

Erosion factor T is an estimate of the maximum average annual rate of soil erosion

by wind or water that can occur without affecting crop productivity over a sustained

period. The rate is in tons per acre per year.

Wind erodibility groups are made up of soils that have similar properties affecting

their susceptibility to wind erosion in cultivated areas. The soils assigned to group 1

are the most susceptible to wind erosion, and those assigned to group 8 are the least

susceptible. The groups are described in the “National Soil Survey Handbook” (USDA,

NRCS).

Wind erodibility index is a numerical value indicating the susceptibility of soil to wind

erosion, or the tons per acre per year that can be expected to be lost to wind erosion.

There is a close correlation between wind erosion and the texture of the surface layer,
608 Soil Survey of

the size and durability of surface clods, rock fragments, organic matter, and a

calcareous reaction. Soil moisture and frozen soil layers also influence wind erosion.

Chemical Properties

Table 25 shows estimates of some chemical characteristics and features that affect

soil behavior. These estimates are given for the layers of each soil in the survey area.

The estimates are based on field observations and on test data for these and similar

soils.

Depth to the upper and lower boundaries of each layer is indicated.

Cation-exchange capacity is the total amount of extractable bases that can be held

by the soil, expressed in terms of milliequivalents per 100 grams of soil at neutrality

(pH 7.0) or at some other stated pH value. Soils having a low cation-exchange

capacity hold fewer cations and may require more frequent applications of fertilizer

than soils having a high cation-exchange capacity. The ability to retain cations reduces

the hazard of ground-water pollution.

Effective cation-exchange capacity refers to the sum of extractable bases plus

aluminum expressed in terms of milliequivalents per 100 grams of soil. It is determined

for soils that have pH of less than 5.5.

Soil reaction is a measure of acidity or alkalinity. The pH of each soil horizon is

based on many field tests. For many soils, values have been verified by laboratory

analyses. Soil reaction is important in selecting crops and other plants, in evaluating

soil amendments for fertility and stabilization, and in determining the risk of corrosion.

Calcium carbonate equivalent is the percent of carbonates, by weight, in the fraction

of the soil less than 2 millimeters in size. The availability of plant nutrients is influenced

by the amount of carbonates in the soil. Incorporating nitrogen fertilizer into calcareous

soils helps to prevent nitrite accumulation and ammonium-N volatilization.

Water Features

Soil moisture status is an estimate of the fluctuating water content in a soil. It greatly

influences vegetation type and plant growth; physical properties of soils, such as

permeability, workability, strength, linear extensibility, and frost action; and chemical

interactions and transport. Many other properties, qualities, and interpretations also

are affected. Soil moisture status is important in the classification of soils, wetland, and

habitat.

Table 26 gives estimates of soil moisture for each component of a map unit at

various depths for every month of the year. The depths displayed are representative

values that are indicative of conditions that occur most commonly. Dry indicates a

moisture condition under which most plants (especially crops) cannot extract water for

growth. Moist indicates a moisture condition under which soil water is most readily

available for plant growth. Wet indicates a condition under which water will stand in an

unlined hole or at least a condition under which the soil is too wet for the growth of

most agricultural species. A moisture status of 4.0-6.7 (wet) indicates that most of the

time the component is saturated at some depth between 4.0 feet and 6.7 feet during

the month designated. In some years the soil may be saturated at a depth of less than

4.0 feet or more than 6.7 feet; however, field observations indicate that the soil will be

saturated between these depths in most years. In the summer, the soil may show the

effects of drying plus intermittent rains that result in a moist or wet layer over a dry

layer that gets moist or wet again.

In table 26, hydrologic soil groups are groups of soils that, when saturated, have the

same runoff potential under similar storm and ground cover conditions. The soil

properties that affect the runoff potential are those that influence the minimum rate of

infiltration in a bare soil after prolonged wetting and when the soil is not frozen. These
Washburn County, Wisconsin 609

properties include the depth to a zone in which the soil moisture status is wet, the

infiltration rate, permeability after prolonged wetting, and the depth to a very slowly

permeable horizon or horizons. The influences of ground cover and slope are treated

independently and are not taken into account in hydrologic soil groups.

In the definitions of the hydrologic soil groups, the infiltration rate is the rate at which

water enters the soil at the surface and is controlled by surface conditions. The

transmission rate is the rate at which water moves through the soil and is controlled by

properties of the soil horizons.

The four hydrologic soil groups are:

Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly

wet. These consist chiefly of very deep, well drained to excessively drained sands or

gravelly sands. These soils have a high rate of water transmission.

Group B. Soils having a moderate infiltration rate when thoroughly wet. These

consist chiefly of moderately deep or deep, moderately well drained or well drained

soils that have a moderately fine to moderately coarse texture. These soils have a

moderate rate of water transmission.

Group C. Soils having a slow infiltration rate when thoroughly wet. These consist

chiefly of soils having a horizon or horizons that impede the downward movement of

water or soils that have a moderately fine or fine texture. These soils have a slow rate

of water transmission.

Group D. Soils having a very slow infiltration rate (high runoff potential) when

thoroughly wet. These consist chiefly of clayey soils that have a high linear

extensibility; soils that have a zone, high in the profile, in which the soil moisture status

is wet on a permanent basis; soils that have a claypan or clay horizon or horizons at or

near the surface; and soils that are shallow over nearly impervious material. These

soils have a very slow rate of water transmission.

If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is

for drained areas and the second is for undrained areas.

Flooding, the temporary covering of the soil surface by flowing water, is caused by

overflow from streams or by runoff from adjacent slopes. Shallow water standing or

flowing for short periods after rainfall or snowmelt is not considered flooding. Standing

water in marshes and swamps or in closed depressions is considered to be ponding.

Table 27 gives estimates of the frequency and duration of flooding for every month

of the year. Flooding frequency is the annual probability of a flood event expressed as

a class. None indicates no reasonable possibility of flooding (the chance of flooding is

nearly 0 percent in any year, or flooding is likely less than once in 500 years). Very

rare indicates that flooding is very unlikely but possible under extremely unusual

weather conditions (the chance of flooding is less than 1 percent in any year, or

flooding is likely less than once in 100 years but more than once in 500 years). Rare

indicates that flooding is unlikely but possible under unusual weather conditions (the

chance of flooding is 1 to 5 percent in any year, or flooding is likely 1 to 5 times in 100

years). Occasional indicates that flooding occurs infrequently under usual weather

conditions (the chance of flooding is 5 to 50 percent in any year, or flooding is likely 5

to 50 times in 100 years). Frequent indicates that flooding is likely to occur often under

usual weather conditions (the chance of flooding is more than 50 percent in any year,

or flooding is likely more than 50 times in 100 years; but the chance of flooding is less

than 50 percent in all months in any year). Very frequent indicates that flooding is likely

to occur very often under usual weather conditions (the chance of flooding is more

than 50 percent in all months of any year).

Flooding duration is the average duration of inundation per flood occurrence

expressed as a class. Extremely brief is 0.1 hour to 4.0 hours; very brief is 4 to 48

hours; brief is 2 to 7 days; long is 7 to 30 days; and very long is more than 30 days.

About two-thirds to three-fourths of all flooding occurs during the stated period.
610 Soil Survey of

The information on flooding is based on evidence in the soil profile, namely thin

strata of gravel, sand, silt, or clay deposited by floodwater; irregular decrease in

organic matter content with increasing depth; and little or no horizon development.

Also considered are local information about the extent and level of flooding and the

relation of each soil on the landscape to historic floods. Information on the extent of

flooding based on soil data is less specific than that provided by detailed engineering

surveys that delineate flood-prone areas at specific flood frequency levels.

Ponding is standing water in a closed depression. Unless a drainage system is

installed, the water is removed only by percolation, transpiration, or evaporation.

Table 28 gives estimates of the frequency, duration, and depth of ponding for every

month of the year. The depths displayed are representative values that are indicative of

conditions that occur most of the time.

Ponding frequency is the number of times ponding occurs over a period of time.

None indicates no reasonable possibility of ponding (the chance of ponding is nearly 0

percent in any year). Rare indicates that ponding is unlikely but possible under unusual

weather conditions (the chance of ponding ranges from nearly 0 percent to 5 percent

in any year, or ponding is likely 0 to 5 times in 100 years). Occasional indicates that

ponding is expected infrequently under usual weather conditions (the chance of

ponding ranges from 5 to 50 percent in any one year, or ponding is likely 5 to 50 times

in 100 years). Frequent indicates that ponding is likely to occur under usual weather

conditions (the chance of ponding is more than 50 percent in any year, or ponding is

likely more than 50 times in 100 years).

Ponding duration is the average length of time of the ponding occurrence. It is

expressed as very brief (less than 2 days), brief (2 to 7 days), long (7 to 30 days), and

very long (more than 30 days).

Soil Features

Table 29 gives estimates of various soil features. The estimates are used in land

use planning that involves engineering considerations.

A restrictive layer is a nearly continuous layer that has one or more physical,

chemical, or thermal properties that significantly impede the movement of water and

air through the soil or that restrict roots or otherwise provide an unfavorable root

environment. Examples are bedrock, cemented layers, dense layers, and frozen

layers. Depth to top is the vertical distance from the soil surface to the upper boundary

of the restrictive layer.

Subsidence is the settlement of organic soils or of saturated mineral soils of very

low density. Subsidence generally results from either desiccation and shrinkage or

oxidation of organic material, or both, following drainage. Subsidence takes place

gradually, usually over a period of several years. The table shows the expected initial

subsidence, which usually is a result of drainage, and total subsidence, which results

from a combination of factors.

Potential for frost action is the likelihood of upward or lateral expansion of the soil

caused by the formation of segregated ice lenses (frost heave) and the subsequent

collapse of the soil and loss of strength on thawing. Frost action occurs when moisture

moves into the freezing zone of the soil. Temperature, texture, density, permeability,

content of organic matter, and depth to the water table are the most important factors

considered in evaluating the potential for frost action. It is assumed that the soil is not

insulated by vegetation or snow and is not artificially drained. Silty and highly

structured, clayey soils that have a zone of saturation close to the surface in winter are

the most susceptible to frost action. Well drained, very gravelly, or very sandy soils are

the least susceptible. Frost heave and low soil strength during thawing cause damage

to pavements and other rigid structures.
Washburn County, Wisconsin 611

Risk of corrosion pertains to potential soil-induced electrochemical or chemical

action that corrodes or weakens uncoated steel or concrete. The rate of corrosion of

uncoated steel is related to such factors as soil moisture, particle-size distribution,

acidity, and electrical conductivity of the soil. The rate of corrosion of concrete is based

mainly on the sulfate and sodium content, texture, moisture content, and acidity of the

soil. Special site examination and design may be needed if the combination of factors

results in a severe hazard of corrosion. The steel or concrete in installations that

intersect soil boundaries or soil layers is more susceptible to corrosion than the steel

or concrete in installations that are entirely within one kind of soil or within one soil

layer.

For uncoated steel, the risk of corrosion, expressed as low, moderate, or high, is

based on soil drainage class, total acidity, electrical resistivity near field capacity, and

electrical conductivity of the saturation extract.

For concrete, the risk of corrosion also is expressed as low, moderate, or high. It is

based on soil texture, acidity, and amount of sulfates in the saturation extract.
Table 23.--Engineering Index Properties (Absence of an entry indicates that data were not estimated) _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 3A: | | | | | | | | |  Totagatic-------| 0-4 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 4-8 |Loamy fine |SM |A-2 | 0 | 0 | 100 | 100 |50-80  | | sand, loamy | | | | | | |  | | sand, fine | | | | | | |  | | sand, sand | | | | | | |  | 8-17 |Fine sand, |SM |A-2 | 0 | 0 | 100 | 100 |50-80  | | sand, loamy | | | | | | |  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 17-28 |Fine sand, |SM |A-2, A-3 | 0 | 0 | 100 | 100 |50-80  | | sand, loamy | | | | | | |  | | sand, coarse | | | | | | |  | | sand, mucky | | | | | | |  | | sand | | | | | | |  | 28-46 |Sand, fine |SM |A-2, A-3 | 0 | 0 | 100 | 100 |50-80  | | sand, loamy | | | | | | |  | | sand, coarse | | | | | | |  | | sand, mucky | | | | | | |  | | sand | | | | | | |  | 46-70 |Sand, coarse |SM |A-2, A-3 | 0 | 0 | 100 | 100 |50-80  | | sand, loamy | | | | | | |  | | sand, fine | | | | | | |  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 70-80 |Sand, coarse |SM |A-2, A-3 | 0 | 0 | 100 | 100 |50-80  | | sand, fine | | | | | | |  | | sand, loamy | | | | | | |  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | | | | | | | | |  Bowstring-------| 0-38 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 38-47 |Fine sand, |SM, SP-SM |A-2 | 0 | 0 | 100 | 100 |85-95  | | sand, loamy | | | | | | |  | | sand | | | | | | |  | 47-80 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | | | | | | | | |  Ausable---------| 0-10 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 10-60 |Sand |SM |A-2-4, A-3 | 0 | 0 |90-100|85-100|55-75  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 22A: | | | | | | | | |  Comstock--------| 0-8 |Silt loam |ML, CL-ML, CL|A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | 8-15 |Silt loam |CL, CL-ML |A-4 | 0 | 0 |98-100|95-100|90-10 | 15-21 |Silt loam, |CL |A-6 | 0 | 0 |98-100|95-100|90-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 21-34 |Silt loam, |CL |A-6 | 0 | 0 |98-100|95-100|90-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 34-44 |Stratified silt|CL-ML, CL |A-4 | 0 | 0 |98-100|95-100|85-10 | | loam to very | | | | | | |  | | fine sand | | | | | | |  | 44-60 |Stratified silt|CL-ML, CL |A-4 | 0 | 0 |98-100|95-100|85-10 | | loam to very | | | | | | |  | | fine sand | | | | | | |  | | | | | | | | | 24A: | | | | | | | | |  Poskin----------| 0-9 |Silt loam |CL-ML, CL |A-4 | 0 | 0-7 |95-100|90-100|80-10 | 9-12 |Silt loam |CL-ML |A-4 | 0 | 0-7 |95-100|90-100|80-10 | 12-19 |Silt loam |CL |A-4, A-6 | 0 | 0-7 |95-100|90-100|80-10 | 19-36 |Silt loam |CL |A-4, A-6 | 0 | 0-7 |95-100|90-100|80-10 | 36-39 |Sandy loam, |SM, ML, |A-1, A-2, A-4| 0 | 0-7 |50-100|45-100|30-10 | | loam, gravelly| CL-ML, SC-SM| | | | | |  | | fine sandy | | | | | | |  | | loam, very | | | | | | |  | | gravelly sandy| | | | | | |  | | clay loam | | | | | | |  | 39-60 |Stratified sand|SP-SM, SP, |A-1, A-2, A-3| 0 | 0-7 |45-100|40-95 |15-65  | | to very | GP-GM, GP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 27A: | | | | | | | | |  Scott Lake------| 0-10 |Sandy loam |SM, SC |A-2-4, A-4 | 0 | 0-7 |80-100|75-100|50-80  | 10-17 |Sandy loam |SC, SM |A-2-4, A-4 | 0 | 0-7 |75-100|75-100|50-80  | 17-24 |Sandy loam |SC, SM |A-2-4, A-4 | 0 | 0-7 |75-100|75-100|50-80  | 24-31 |Gravelly loamy |SM, GM |A-1-a, A-2-4,| 0 | 0-25 |30-100|25-100|15-80  | | sand, loamy | | A-3 | | | | |  | | sand, very | | | | | | |  | | gravelly loamy| | | | | | |  | | coarse sand | | | | | | |  | 31-80 |Stratified sand|GP, GP-GM, |A-1, A-2, A-3| 0 | 0-9 |30-100|25-95 |15-65  | | to very | SP, SP-SM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 28B: | | | | | | | | |  Haugen, very | | | | | | | | |  stony----------| 0-4 |Sandy loam |SM, SC-SM |A-2-4, A-4 | 0-5 | 0-7 |85-100|75-98 |50-70  | 4-15 |Sandy loam, |SM, SC-SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-85  | | gravelly sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam | | | | | | |  | 15-23 |Gravelly sandy |SM, SC-SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam | | | | | | |  | 23-35 |Gravelly sandy |SM, SC-SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 35-49 |Sandy loam, |SC, SM |A-2, A-4, A-1| 0-5 | 0-7 |55-100|50-90 |35-75  | | gravelly sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 49-79 |Gravelly sandy |SC, SC-SM |A-1, A-2 | 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 79-80 |Gravelly sandy |SC, SC-SM, SM|A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 28B: | | | | | | | | |  Haugen----------| 0-7 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0-5 | 0-7 |85-100|75-98 |50-70  | 7-15 |Sandy loam, |SC-SM, SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-85  | | gravelly sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam | | | | | | |  | 15-23 |Gravelly sandy |SC-SM, SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam | | | | | | |  | 23-35 |Gravelly sandy |SC-SM, SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 35-49 |Sandy loam, |SM, SC |A-2, A-4, A-1| 0-5 | 0-7 |55-100|50-90 |35-75  | | gravelly sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 49-79 |Gravelly sandy |SC-SM, SC |A-1, A-2 | 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 79-80 |Gravelly sandy |SC-SM, SM, SC|A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 28B: | | | | | | | | |  Rosholt, very | | | | | | | | |  stony----------| 0-4 |Sandy loam |SM |A-2, A-4 | 1-5 | 0-3 |80-100|75-100|50-75  | 4-10 |Sandy loam, |SC-SM, SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 10-14 |Sandy loam, |SC-SM, SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 14-28 |Sandy loam, |SC, SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-80  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 28-34 |Gravelly loamy |GM, SP-SM, |A-1, A-2, A-3| 0 | 0-25 |30-100|25-100|20-80  | | sand, very | SM, GP-GM | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | 34-60 |Stratified sand|GP, SP, |A-1, A-2, A-3| 0 | 0-25 |30-100|25-95 |15-65  | | to very | SP-SM, GP-GM| | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | |  Rosholt---------| 0-8 |Sandy loam |SM |A-2, A-4 | 0 | 0-3 |80-100|75-100|50-75  | 8-10 |Sandy loam, |SM, SC-SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 10-14 |Sandy loam, |SM, SC-SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 14-28 |Sandy loam, |SM, SC |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-80  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 28-34 |Gravelly loamy |SP-SM, GM, |A-1, A-2, A-3| 0 | 0-25 |30-100|25-100|20-80  | | sand, very | GP-GM, SM | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | 34-60 |Stratified sand|SP, GP-GM, |A-1, A-2, A-3| 0 | 0-25 |30-100|25-100|15-65  | | to very | GP, SP-SM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 28C: | | | | | | | | |  Haugen, very | | | | | | | | |  stony----------| 0-4 |Sandy loam |SM, SC-SM |A-2-4, A-4 | 0-5 | 0-7 |85-100|75-98 |50-70  | 4-15 |Sandy loam, |SM, SC-SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-85  | | gravelly sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam | | | | | | |  | 15-23 |Gravelly sandy |SC-SM, SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam | | | | | | |  | 23-35 |Gravelly sandy |SM, SC-SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 35-49 |Sandy loam, |SC, SM |A-2, A-4, A-1| 0-5 | 0-7 |55-100|50-90 |35-75  | | gravelly sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 49-79 |Gravelly sandy |SC, SC-SM |A-1, A-2 | 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 79-80 |Gravelly sandy |SC, SC-SM, SM|A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 28C: | | | | | | | | |  Haugen----------| 0-7 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0-5 | 0-7 |85-100|75-98 |50-70  | 7-15 |Sandy loam, |SM, SC-SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-85  | | gravelly sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam | | | | | | |  | 15-23 |Gravelly sandy |SC-SM, SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam | | | | | | |  | 23-35 |Gravelly sandy |SC-SM, SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 35-49 |Sandy loam, |SM, SC |A-2, A-4, A-1| 0-5 | 0-7 |55-100|50-90 |35-75  | | gravelly sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 49-79 |Gravelly sandy |SC, SC-SM |A-1, A-2 | 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 79-80 |Gravelly sandy |SC, SC-SM, SM|A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 28C: | | | | | | | | |  Rosholt, very | | | | | | | | |  stony----------| 0-4 |Sandy loam |SM |A-2, A-4 | 1-5 | 0-3 |80-100|75-100|50-75  | 4-10 |Sandy loam, |SC-SM, SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 10-14 |Sandy loam, |SC-SM, SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 14-28 |Sandy loam, |SM, SC |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-80  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 28-34 |Gravelly loamy |GM, SP-SM, |A-1, A-2, A-3| 0 | 0-25 |30-100|25-100|20-80  | | sand, very | SM, GP-GM | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | 34-60 |Stratified sand|SP, GP-GM, |A-1, A-2, A-3| 0 | 0-25 |30-100|25-95 |15-65  | | to very | GP, SP-SM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | |  Rosholt---------| 0-8 |Sandy loam |SM |A-2, A-4 | 0 | 0-3 |80-100|75-100|50-75  | 8-10 |Sandy loam, |SM, SC-SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 10-14 |Sandy loam, |SM, SC-SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 14-28 |Sandy loam, |SM, SC |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-80  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 28-34 |Gravelly loamy |GM, GP-GM, |A-1, A-2, A-3| 0 | 0-25 |30-100|25-100|20-80  | | sand, very | SM, SP-SM | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | 34-60 |Stratified sand|GP-GM, GP, |A-1, A-2, A-3| 0 | 0-25 |30-100|25-100|15-65  | | to very | SP, SP-SM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 33B: | | | | | | | | |  Chetek----------| 0-10 |Sandy loam |SM, SC-SM |A-2-4, A-4 | 0-5 | 0-15 |80-100|75-100|50-75  | 10-16 |Sandy loam, |SC, SM |A-1, A-2, A-4| 0-5 | 0-15 |55-100|50-100|35-75  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 16-20 |Loamy sand, |SM, SP-SM |A-1, A-2-4, | 0-5 | 0-15 |30-95 |25-95 |15-75  | | gravelly loamy| | A-3 | | | | |  | | sand, gravelly| | | | | | |  | | sand, very | | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | 20-60 |Stratified very|SP, SP-SM |A-1-b | 0-5 | 0-15 |30-95 |25-95 |15-60  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 33C: | | | | | | | | |  Chetek----------| 0-10 |Sandy loam |SM, SC-SM |A-2-4, A-4 | 0-5 | 0-15 |80-100|75-100|50-75  | 10-16 |Sandy loam, |SM, SC |A-1, A-2, A-4| 0-5 | 0-15 |55-100|50-100|35-75  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 16-20 |Loamy sand, |SM, SP-SM |A-1, A-2-4, | 0-5 | 0-15 |30-95 |25-95 |15-75  | | gravelly loamy| | A-3 | | | | |  | | sand, gravelly| | | | | | |  | | sand, very | | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | 20-60 |Stratified very|SP-SM, SP |A-1-b | 0-5 | 0-15 |30-95 |25-95 |15-60  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 38A: | | | | | | | | |  Rosholt---------| 0-8 |Sandy loam |SM |A-2, A-4 | 0 | 0-3 |80-100|75-100|50-75  | 8-10 |Sandy loam, |SC-SM, SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 10-14 |Sandy loam, |SC-SM, SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 14-28 |Sandy loam, |SC, SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-80  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 28-34 |Gravelly loamy |GM, SP-SM, |A-1, A-2, A-3| 0 | 0-25 |30-100|25-100|20-80  | | sand, very | SM, GP-GM | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | 34-60 |Stratified sand|GP, SP-SM, |A-1, A-2, A-3| 0 | 0-25 |30-100|25-100|15-65  | | to very | SP, GP-GM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 38B: | | | | | | | | |  Rosholt---------| 0-8 |Sandy loam |SM |A-2, A-4 | 0 | 0-3 |80-100|75-100|50-75  | 8-10 |Sandy loam, |SC-SM, SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 10-14 |Sandy loam, |SM, SC-SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 14-28 |Sandy loam, |SC, SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-80  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 28-34 |Gravelly loamy |SM, SP-SM, |A-1, A-2, A-3| 0 | 0-25 |30-100|25-100|20-80  | | sand, very | GM, GP-GM | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | 34-60 |Stratified sand|SP-SM, GP-GM,|A-1, A-2, A-3| 0 | 0-25 |30-100|25-100|15-65  | | to very | GP, SP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 38C: | | | | | | | | |  Rosholt---------| 0-8 |Sandy loam |SM |A-2, A-4 | 0 | 0-3 |80-100|75-100|50-75  | 8-10 |Sandy loam, |SM, SC-SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 10-14 |Sandy loam, |SC-SM, SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 14-28 |Sandy loam, |SC, SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-80  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 28-34 |Gravelly loamy |SP-SM, GM, |A-1, A-2, A-3| 0 | 0-25 |30-100|25-100|20-80  | | sand, very | GP-GM, SM | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | 34-60 |Stratified sand|GP, GP-GM, |A-1, A-2, A-3| 0 | 0-25 |30-100|25-100|15-65  | | to very | SP, SP-SM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 38D: | | | | | | | | |  Rosholt---------| 0-8 |Sandy loam |SM |A-2, A-4 | 0 | 0-3 |80-100|75-100|50-75  | 8-10 |Sandy loam, |SM, SC-SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 10-14 |Sandy loam, |SC-SM, SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 14-28 |Sandy loam, |SM, SC |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-80  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 28-34 |Gravelly loamy |GM, SP-SM, |A-1, A-2, A-3| 0 | 0-25 |30-100|25-100|20-80  | | sand, very | SM, GP-GM | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | 34-60 |Stratified sand|GP-GM, SP-SM,|A-1, A-2, A-3| 0 | 0-25 |30-100|25-100|15-65  | | to very | GP, SP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 42D: | | | | | | | | |  Amery-----------| 0-3 |Sandy loam |SM, SC-SM |A-2-4, A-4 | 0-5 | 0-7 |85-100|75-98 |50-75  | 3-22 |Sandy loam, |SC-SM, SM |A-2-4, A-4 | 0-5 | 0-7 |55-100|50-90 |50-75  | | loam, gravelly| | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 22-34 |Sandy loam, |SC-SM, SM |A-1-b, A-2-4,| 0-5 | 0-7 |55-100|50-90 |35-75  | | fine sandy | | A-4 | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 34-41 |Gravelly sandy |SM, SC-SM |A-1-b, A-2-4,| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, fine | | A-4 | | | | |  | | sandy loam, | | | | | | |  | | sandy loam | | | | | | |  | 41-57 |Gravelly sandy |SC, SM |A-2-4, A-4, | 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, fine | | A-1-b | | | | |  | | sandy loam, | | | | | | |  | | sandy loam | | | | | | |  | 57-71 |Sandy loam, |SC, SM |A-2-4, A-4, | 0-5 | 0-7 |55-100|50-90 |35-75  | | fine sandy | | A-1-b | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 71-80 |Sandy loam, |SM, SC-SM |A-1-b, A-2-4,| 0-5 | 0-7 |55-100|50-90 |35-75  | | fine sandy | | A-4 | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 43B: | | | | | | | | |  Antigo----------| 0-9 |Silt loam |ML, CL-ML |A-4 | 0 | 0-7 |90-100|85-100|70-10 | 9-12 |Silt loam |ML, CL-ML |A-4 | 0 | 0-7 |90-100|85-100|70-10 | 12-19 |Silt loam |CL-ML, CL |A-4 | 0 | 0-7 |90-100|85-100|70-10 | 19-28 |Silt loam |CL, CL-ML |A-4 | 0 | 0-7 |90-100|85-100|70-10 | 28-31 |Loam, sandy |CL-ML, SM, |A-1, A-2, A-4| 0 | 0-7 |50-100|45-100|35-85  | | loam, fine | ML, SC-SM | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam,| | | | | | |  | | gravelly sandy| | | | | | |  | | loam, very | | | | | | |  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | 31-33 |Very gravelly |SC-SM, SM, ML|A-1, A-2, A-4| 0 | 0-7 |50-100|45-100|35-85  | | sandy loam, | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam,| | | | | | |  | | gravelly sandy| | | | | | |  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 33-60 |Stratified sand|GP-GM, GP, |A-1, A-2, A-3| 0 | 0-7 |45-100|40-95 |15-65  | | to very | SP-SM, SP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 43C: | | | | | | | | |  Antigo----------| 0-9 |Silt loam |CL-ML, ML |A-4 | 0 | 0-7 |90-100|85-100|70-10 | 9-12 |Silt loam |ML, CL-ML |A-4 | 0 | 0-7 |90-100|85-100|70-10 | 12-19 |Silt loam |CL, CL-ML |A-4 | 0 | 0-7 |90-100|85-100|70-10 | 19-28 |Silt loam |CL-ML, CL |A-4 | 0 | 0-7 |90-100|85-100|70-10 | 28-31 |Loam, sandy |SM, ML, |A-1, A-2, A-4| 0 | 0-7 |50-100|45-100|35-85  | | loam, fine | SC-SM, CL-ML| | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam,| | | | | | |  | | gravelly sandy| | | | | | |  | | loam, very | | | | | | |  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | 31-33 |Very gravelly |SM, ML, SC-SM|A-1, A-2, A-4| 0 | 0-7 |50-100|45-100|35-85  | | sandy loam, | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam,| | | | | | |  | | gravelly sandy| | | | | | |  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 33-60 |Stratified sand|SP-SM, SP, |A-1, A-2, A-3| 0 | 0-7 |45-100|40-95 |15-65  | | to very | GP-GM, GP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 43D: | | | | | | | | |  Antigo----------| 0-9 |Silt loam |ML, CL-ML |A-4 | 0 | 0-7 |90-100|85-100|70-10 | 9-12 |Silt loam |CL-ML, ML |A-4 | 0 | 0-7 |90-100|85-100|70-10 | 12-19 |Silt loam |CL-ML, CL |A-4 | 0 | 0-7 |90-100|85-100|70-10 | 19-28 |Silt loam |CL-ML, CL |A-4 | 0 | 0-7 |90-100|85-100|70-10 | 28-31 |Loam, sandy |SM, SC-SM, ML|A-1, A-2, A-4| 0 | 0-7 |50-100|45-100|35-85  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam,| | | | | | |  | | gravelly sandy| | | | | | |  | | loam, very | | | | | | |  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | 31-33 |Very gravelly |SM, ML, SC-SM|A-1, A-2, A-4| 0 | 0-7 |50-100|45-100|35-85  | | sandy loam, | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam,| | | | | | |  | | gravelly sandy| | | | | | |  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 33-60 |Stratified sand|SP, GP, |A-1, A-2, A-3| 0 | 0-7 |45-100|40-95 |15-65  | | to very | SP-SM, GP-GM| | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 48A: | | | | | | | | |  Brill-----------| 0-7 |Silt loam |CL-ML, CL |A-4 | 0 | 0-7 |95-100|90-100|70-10 | 7-11 |Silt loam |CL-ML, ML, CL|A-4 | 0 | 0-7 |95-100|90-100|70-10 | 11-19 |Silt loam |CL-ML, CL |A-4 | 0 | 0-7 |95-100|90-100|70-10 | 19-34 |Silt loam |CL |A-4, A-6 | 0 | 0-7 |95-100|90-100|70-10 | 34-38 |Loam, sandy |SM, ML, SC-SM|A-1, A-2, A-4| 0 | 0-7 |50-100|50-100|35-85  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam,| | | | | | |  | | gravelly sandy| | | | | | |  | | loam, gravelly| | | | | | |  | | sandy clay | | | | | | |  | | loam | | | | | | |  | 38-60 |Stratified sand|GP-GM, GP, |A-1, A-2, A-3| 0 | 0-7 |45-100|40-95 |15-65  | | to very | SP, SP-SM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 63A: | | | | | | | | |  Crystal Lake----| 0-8 |Silt loam |CL, CL-ML, ML|A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | 8-12 |Silt loam |CL, ML, CL-ML|A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | 12-20 |Silt loam, |CL, CL-ML |A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 20-32 |Silt loam, |CL |A-6, A-4 | 0 | 0 |98-100|95-100|90-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 32-60 |Stratified silt|CL, ML, CL-ML|A-4 | 0 | 0 |98-100|95-100|85-10 | | loam to very | | | | | | |  | | fine sand | | | | | | |  | | | | | | | | | 63B: | | | | | | | | |  Crystal Lake----| 0-8 |Silt loam |ML, CL-ML, CL|A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | 8-12 |Silt loam |ML, CL, CL-ML|A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | 12-20 |Silt loam, |CL-ML, CL |A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 20-32 |Silt loam, |CL |A-6, A-4 | 0 | 0 |98-100|95-100|90-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 32-60 |Stratified silt|CL, CL-ML, ML|A-4 | 0 | 0 |98-100|95-100|85-10 | | loam to very | | | | | | |  | | fine sand | | | | | | |  | | | | | | | | | 63C: | | | | | | | | |  Crystal Lake----| 0-8 |Silt loam |ML, CL-ML, CL|A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | 8-12 |Silt loam |CL-ML, CL, ML|A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | 12-20 |Silt loam, |CL-ML, CL |A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 20-32 |Silt loam, |CL |A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 32-60 |Stratified silt|ML, CL, CL-ML|A-4 | 0 | 0 |98-100|95-100|85-10 | | loam to very | | | | | | |  | | fine sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 63E: | | | | | | | | |  Crystal Lake----| 0-8 |Silt loam |CL-ML, CL, ML|A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | 8-12 |Silt loam |ML, CL, CL-ML|A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | 12-20 |Silt loam, |CL |A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 20-32 |Silt loam, |CL |A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 32-60 |Stratified silt|CL, CL-ML, ML|A-4 | 0 | 0 |98-100|95-100|85-10 | | loam to very | | | | | | |  | | fine sand | | | | | | |  | | | | | | | | | 64A: | | | | | | | | |  Totagatic-------| 0-4 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 4-8 |Loamy fine |SM |A-2 | 0 | 0 | 100 | 100 |50-80  | | sand, loamy | | | | | | |  | | sand, fine | | | | | | |  | | sand, sand | | | | | | |  | 8-17 |Fine sand, |SM |A-2 | 0 | 0 | 100 | 100 |50-80  | | sand, loamy | | | | | | |  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 17-28 |Fine sand, |SM |A-2, A-3 | 0 | 0 | 100 | 100 |50-80  | | sand, loamy | | | | | | |  | | sand, coarse | | | | | | |  | | sand, mucky | | | | | | |  | | sand | | | | | | |  | 28-46 |Sand, fine |SM |A-2, A-3 | 0 | 0 | 100 | 100 |50-80  | | sand, loamy | | | | | | |  | | sand, coarse | | | | | | |  | | sand, mucky | | | | | | |  | | sand | | | | | | |  | 46-70 |Sand, coarse |SM |A-2, A-3 | 0 | 0 | 100 | 100 |50-80  | | sand, loamy | | | | | | |  | | sand, fine | | | | | | |  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 70-80 |Sand, coarse |SM |A-2, A-3 | 0 | 0 | 100 | 100 |50-80  | | sand, fine | | | | | | |  | | sand, loamy | | | | | | |  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 64A: | | | | | | | | |  Winterfield-----| 0-7 |Loamy sand |SC-SM, SM |A-2-4 | 0 | 0 | 100 |95-100|65-80  | 7-60 |Sand, gravelly |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |60-100|60-100|40-75  | | sand, gravelly| | A-3 | | | | |  | | loamy sand, | | | | | | |  | | loamy sand | | | | | | |  | | | | | | | | | 69B: | | | | | | | | |  Keweenaw--------| 0-2 |Loamy sand |SC, SC-SM, SM|A-2, A-2-4 | 0-2 | 0-20 |90-100|75-100|40-75  | 2-4 |Sandy loam, |SC, SC-SM, SM|A-1-b, A-2, | 0 | 0-50 |85-100|65-100|45-75  | | loamy sand, | | A-2-4 | | | | |  | | gravelly loamy| | | | | | |  | | fine sand, | | | | | | |  | | cobbly loamy | | | | | | |  | | sand | | | | | | |  | 4-16 |Loamy sand, |SC, SC-SM, SM|A-2, A-1-b, | 0 | 0-25 |85-100|65-100|45-75  | | gravelly loamy| | A-2-4 | | | | |  | | sand, cobbly | | | | | | |  | | loamy fine | | | | | | |  | | sand, sandy | | | | | | |  | | loam | | | | | | |  | 16-20 |Loamy sand, |SM, SP-SM, |A-2, A-1-b | 0 | 0-25 |85-100|65-100|45-75  | | cobbly loamy | SC-SM, SC | | | | | |  | | fine sand, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand, sand | | | | | | |  | 20-27 |Loamy sand, |SC, SC-SM, |A-1-b, A-2, | 0 | 0-25 |85-100|65-100|45-75  | | cobbly sand, | SP-SM, SM | A-2-4 | | | | |  | | gravelly loamy| | | | | | |  | | fine sand | | | | | | |  | 27-43 |Sand, cobbly |SM, SP-SM, |A-3, A-1-b, | 0 | 0-25 |85-100|65-100|40-80  | | loamy sand, | SC-SM, SC | A-2, A-2-4 | | | | |  | | gravelly loamy| | | | | | |  | | fine sand, | | | | | | |  | | sandy loam | | | | | | |  | 43-75 |Loamy sand, |SC, SC-SM, SM|A-1-b, A-2, | 0 | 0-25 |85-100|65-100|45-80  | | sandy loam, | | A-2-4 | | | | |  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 75-80 |Loamy sand, |SC, SC-SM, |A-1-b, A-2, | 0 | 0-25 |85-100|65-100|45-75  | | gravelly loamy| SM, SP-SM | A-2-4 | | | | |  | | sand, cobbly | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 69B: | | | | | | | | |  Sayner----------| 0-2 |Loamy sand |SM |A-1 | 0-2 | 0-15 |85-100|75-100|45-75  | 2-4 |Loamy sand, |SP-SM, SM |A-1 | 0 | 0-15 |85-100|75-100|40-75  | | sand | | | | | | |  | 4-7 |Loamy sand, |SM, SP-SM |A-1, A-3 | 0 | 0-15 |70-100|50-100|25-75  | | sand, gravelly| | | | | | |  | | coarse sand, | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 7-14 |Sand, loamy |SP-SM, SM |A-1, A-3 | 0 | 0-15 |70-100|50-100|25-75  | | sand, gravelly| | | | | | |  | | sand, loamy | | | | | | |  | | coarse sand | | | | | | |  | 14-22 |Gravelly sand, |SP-SM, SM, SP|A-1, A-3 | 0 | 0-15 |70-100|50-100|25-75  | | loamy sand, | | | | | | |  | | coarse sand, | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 22-60 |Stratified sand|SP, SP-SM |A-1 | 0 | 0-15 |60-85 |40-85 |25-45  | | to very | | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | |  Vilas-----------| 0-2 |Loamy sand |SM |A-1-b, A-2-4 | 0-2 | 0 |80-100|75-100|30-75  | 2-4 |Loamy sand |SP-SM, SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|30-75  | | | | A-3 | | | | |  | 4-11 |Loamy sand |SM |A-1-b, A-2-4 | 0 | 0 |80-100|75-100|30-75  | 11-23 |Sand, loamy |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-75  | | sand | | A-3 | | | | |  | 23-32 |Sand |SP-SM, SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-70  | | | | A-3 | | | | |  | 32-80 |Sand |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-70  | | | | A-3 | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 69C: | | | | | | | | |  Keweenaw--------| 0-2 |Loamy sand |SM, SC-SM, SC|A-2, A-2-4 | 0-2 | 0-20 |90-100|75-100|40-75  | 2-4 |Cobbly loamy |SM, SC-SM, SC|A-1-b, A-2, | 0 | 0-50 |85-100|65-100|45-75  | | sand, sandy | | A-2-4 | | | | |  | | loam, loamy | | | | | | |  | | sand, gravelly| | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 4-16 |Cobbly loamy |SM, SC-SM, SC|A-2, A-1-b, | 0 | 0-25 |85-100|65-100|45-75  | | fine sand, | | A-2-4 | | | | |  | | sandy loam, | | | | | | |  | | loamy sand, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 16-20 |Loamy sand, |SC, SC-SM, |A-2, A-1-b | 0 | 0-25 |85-100|65-100|45-75  | | cobbly loamy | SM, SP-SM | | | | | |  | | fine sand, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand, sand | | | | | | |  | 20-27 |Loamy sand, |SM, SP-SM, |A-1-b, A-2, | 0 | 0-25 |85-100|65-100|45-75  | | cobbly sand, | SC-SM, SC | A-2-4 | | | | |  | | gravelly loamy| | | | | | |  | | fine sand | | | | | | |  | 27-43 |Sand, cobbly |SC, SC-SM, |A-3, A-1-b, | 0 | 0-25 |85-100|65-100|40-80  | | loamy sand, | SM, SP-SM | A-2, A-2-4 | | | | |  | | gravelly loamy| | | | | | |  | | fine sand, | | | | | | |  | | sandy loam | | | | | | |  | 43-75 |Loamy sand, |SC, SC-SM, SM|A-1-b, A-2, | 0 | 0-25 |85-100|65-100|45-80  | | sandy loam, | | A-2-4 | | | | |  | | gravelly loamy| | | | | | |  | | fine sand, | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 75-80 |Loamy sand, |SC-SM, SM, |A-1-b, A-2, | 0 | 0-25 |85-100|65-100|45-75  | | gravelly loamy| SP-SM, SC | A-2-4 | | | | |  | | sand, cobbly | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 69C: | | | | | | | | |  Sayner----------| 0-2 |Loamy sand |SM |A-1 | 0-2 | 0-15 |85-100|75-100|45-75  | 2-4 |Loamy sand, |SP-SM, SM |A-1 | 0 | 0-15 |85-100|75-100|40-75  | | sand | | | | | | |  | 4-7 |Loamy sand, |SP-SM, SM |A-1, A-3 | 0 | 0-15 |70-100|50-100|25-75  | | sand, gravelly| | | | | | |  | | coarse sand, | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 7-14 |Sand, loamy |SM, SP-SM |A-1, A-3 | 0 | 0-15 |70-100|50-100|25-75  | | sand, gravelly| | | | | | |  | | sand, loamy | | | | | | |  | | coarse sand | | | | | | |  | 14-22 |Gravelly sand, |SP-SM, SP, SM|A-1, A-3 | 0 | 0-15 |70-100|50-100|25-75  | | loamy sand, | | | | | | |  | | coarse sand, | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 22-60 |Stratified sand|SP, SP-SM |A-1 | 0 | 0-15 |60-85 |40-85 |25-45  | | to very | | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | |  Vilas-----------| 0-2 |Loamy sand |SM |A-1-b, A-2-4 | 0-2 | 0 |80-100|75-100|30-75  | 2-4 |Loamy sand |SP-SM, SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|30-75  | | | | A-3 | | | | |  | 4-11 |Loamy sand |SM |A-1-b, A-2-4 | 0 | 0 |80-100|75-100|30-75  | 11-23 |Sand, loamy |SP-SM, SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-75  | | sand | | A-3 | | | | |  | 23-32 |Sand |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-70  | | | | A-3 | | | | |  | 32-80 |Sand |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-70  | | | | A-3 | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 69E: | | | | | | | | |  Keweenaw--------| 0-2 |Loamy sand |SM, SC, SC-SM|A-2, A-2-4 | 0-2 | 0-20 |90-100|75-100|40-75  | 2-4 |Loamy sand, |SM, SC-SM, SC|A-1-b, A-2, | 0 | 0-50 |85-100|65-100|45-75  | | gravelly loamy| | A-2-4 | | | | |  | | fine sand, | | | | | | |  | | sandy loam, | | | | | | |  | | cobbly loamy | | | | | | |  | | sand | | | | | | |  | 4-16 |Sandy loam, |SC, SC-SM, SM|A-2, A-1-b, | 0 | 0-25 |85-100|65-100|45-75  | | cobbly loamy | | A-2-4 | | | | |  | | fine sand, | | | | | | |  | | loamy sand, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 16-20 |Loamy sand, |SC, SM, |A-2, A-1-b | 0 | 0-25 |85-100|65-100|45-75  | | cobbly loamy | SC-SM, SP-SM| | | | | |  | | fine sand, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand, sand | | | | | | |  | 20-27 |Loamy sand, |SC-SM, SC, |A-1-b, A-2, | 0 | 0-25 |85-100|65-100|45-75  | | cobbly sand, | SM, SP-SM | A-2-4 | | | | |  | | gravelly loamy| | | | | | |  | | fine sand | | | | | | |  | 27-43 |Sand, cobbly |SC-SM, SC, |A-3, A-1-b, | 0 | 0-25 |85-100|65-100|40-80  | | loamy sand, | SM, SP-SM | A-2, A-2-4 | | | | |  | | gravelly loamy| | | | | | |  | | fine sand, | | | | | | |  | | sandy loam | | | | | | |  | 43-75 |Loamy sand, |SC, SC-SM, SM|A-1-b, A-2, | 0 | 0-25 |85-100|65-100|45-80  | | sandy loam, | | A-2-4 | | | | |  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 75-80 |Loamy sand, |SP-SM, SM, |A-1-b, A-2, | 0 | 0-25 |85-100|65-100|45-75  | | gravelly loamy| SC-SM, SC | A-2-4 | | | | |  | | sand, cobbly | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 69E: | | | | | | | | |  Sayner----------| 0-2 |Loamy sand |SM |A-1 | 0-2 | 0-15 |85-100|75-100|45-75  | 2-4 |Loamy sand, |SP-SM, SM |A-1 | 0 | 0-15 |85-100|75-100|40-75  | | sand | | | | | | |  | 4-7 |Loamy sand, |SM, SP-SM |A-1, A-3 | 0 | 0-15 |70-100|50-100|25-75  | | sand, gravelly| | | | | | |  | | coarse sand, | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 7-14 |Sand, loamy |SM, SP-SM |A-1, A-3 | 0 | 0-15 |70-100|50-100|25-75  | | sand, gravelly| | | | | | |  | | sand, loamy | | | | | | |  | | coarse sand | | | | | | |  | 14-22 |Gravelly sand, |SM, SP, SP-SM|A-1, A-3 | 0 | 0-15 |70-100|50-100|25-75  | | loamy sand, | | | | | | |  | | coarse sand, | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 22-60 |Stratified sand|SP, SP-SM |A-1 | 0 | 0-15 |60-85 |40-85 |25-45  | | to very | | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | |  Vilas-----------| 0-2 |Loamy sand |SM |A-1-b, A-2-4 | 0-2 | 0 |80-100|75-100|30-75  | 2-4 |Loamy sand |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|30-75  | | | | A-3 | | | | |  | 4-11 |Loamy sand |SM |A-1-b, A-2-4 | 0 | 0 |80-100|75-100|30-75  | 11-23 |Sand, loamy |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-75  | | sand | | A-3 | | | | |  | 23-32 |Sand |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-70  | | | | A-3 | | | | |  | 32-80 |Sand |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-70  | | | | A-3 | | | | |  | | | | | | | | | 74B: | | | | | | | | |  Vilas-----------| 0-2 |Loamy sand |SM |A-1-b, A-2-4 | 0 | 0 |80-100|75-100|30-75  | 2-4 |Loamy sand |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|30-75  | | | | A-3 | | | | |  | 4-11 |Loamy sand |SM |A-1-b, A-2-4 | 0 | 0 |80-100|75-100|30-75  | 11-23 |Sand, loamy |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-75  | | sand | | A-3 | | | | |  | 23-32 |Sand |SP-SM, SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-70  | | | | A-3 | | | | |  | 32-80 |Sand |SP-SM, SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-70  | | | | A-3 | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 74C: | | | | | | | | |  Vilas-----------| 0-2 |Loamy sand |SM |A-1-b, A-2-4 | 0 | 0 |80-100|75-100|30-75  | 2-4 |Loamy sand |SP-SM, SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|30-75  | | | | A-3 | | | | |  | 4-11 |Loamy sand |SM |A-1-b, A-2-4 | 0 | 0 |80-100|75-100|30-75  | 11-23 |Sand, loamy |SP-SM, SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-75  | | sand | | A-3 | | | | |  | 23-32 |Sand |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-70  | | | | A-3 | | | | |  | 32-80 |Sand |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-70  | | | | A-3 | | | | |  | | | | | | | | | 74D: | | | | | | | | |  Vilas-----------| 0-2 |Loamy sand |SM |A-1-b, A-2-4 | 0 | 0 |80-100|75-100|30-75  | 2-4 |Loamy sand |SP-SM, SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|30-75  | | | | A-3 | | | | |  | 4-11 |Loamy sand |SM |A-1-b, A-2-4 | 0 | 0 |80-100|75-100|30-75  | 11-23 |Sand, loamy |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-75  | | sand | | A-3 | | | | |  | 23-32 |Sand |SP-SM, SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-70  | | | | A-3 | | | | |  | 32-80 |Sand |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-70  | | | | A-3 | | | | |  | | | | | | | | | 100B: | | | | | | | | |  Menahga---------| 0-2 |Sand |SM |A-2, A-3 | 0 | 0 |95-100|85-100|55-70  | 2-25 |Sand, loamy |SM |A-2, A-3 | 0 | 0 |95-100|85-100|55-75  | | sand | | | | | | |  | 25-80 |Sand, coarse |SM |A-2, A-3 | 0 | 0 |95-100|85-100|55-70  | | sand | | | | | | |  | | | | | | | | | 100C: | | | | | | | | |  Menahga---------| 0-1 |Slightly |PT |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-2 |Sand |SM |A-2, A-3 | 0 | 0 |95-100|85-100|55-70  | 2-25 |Sand, loamy |SM |A-2, A-3 | 0 | 0 |95-100|85-100|55-75  | | sand | | | | | | |  | 25-80 |Sand, coarse |SM |A-2, A-3 | 0 | 0 |95-100|85-100|55-70  | | sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 100D: | | | | | | | | |  Menahga---------| 0-1 |Slightly |PT |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-2 |Sand |SM |A-2, A-3 | 0 | 0 |95-100|85-100|55-70  | 2-25 |Sand, loamy |SM |A-2, A-3 | 0 | 0 |95-100|85-100|55-75  | | sand | | | | | | |  | 25-80 |Sand, coarse |SM |A-2, A-3 | 0 | 0 |95-100|85-100|55-70  | | sand | | | | | | |  | | | | | | | | | 127D: | | | | | | | | |  Amery-----------| 0-3 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0-5 | 0-7 |85-100|75-98 |50-75  | 3-22 |Sandy loam, |SC-SM, SM |A-2-4, A-4 | 0-5 | 0-7 |55-100|50-90 |50-75  | | loam, gravelly| | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 22-34 |Sandy loam, |SM, SC-SM |A-1-b, A-2-4,| 0-5 | 0-7 |55-100|50-90 |35-75  | | fine sandy | | A-4 | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 34-41 |Gravelly sandy |SC-SM, SM |A-1-b, A-2-4,| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, fine | | A-4 | | | | |  | | sandy loam, | | | | | | |  | | sandy loam | | | | | | |  | 41-57 |Gravelly sandy |SC, SM |A-2-4, A-4, | 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, fine | | A-1-b | | | | |  | | sandy loam, | | | | | | |  | | sandy loam | | | | | | |  | 57-71 |Sandy loam, |SC, SM |A-2-4, A-4, | 0-5 | 0-7 |55-100|50-90 |35-75  | | fine sandy | | A-1-b | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 71-80 |Sandy loam, |SC-SM, SM |A-1-b, A-2-4,| 0-5 | 0-7 |55-100|50-90 |35-75  | | fine sandy | | A-4 | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 127D: | | | | | | | | |  Rosholt---------| 0-4 |Sandy loam |SM |A-2, A-4 | 1-5 | 0-3 |80-100|75-100|50-75  | 4-10 |Sandy loam, |SC-SM, SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 10-14 |Sandy loam, |SM, SC-SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 14-28 |Sandy loam, |SM, SC |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-80  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 28-34 |Gravelly loamy |SM, GP-GM, |A-1, A-2, A-3| 0 | 0-25 |30-100|25-100|20-80  | | sand, very | GM, SP-SM | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | 34-60 |Stratified sand|SP-SM, GP, |A-1, A-2, A-3| 0 | 0-25 |30-100|25-95 |15-65  | | to very | GP-GM, SP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 127E: | | | | | | | | |  Amery-----------| 0-3 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0-5 | 0-7 |85-100|75-98 |50-75  | 3-22 |Sandy loam, |SC-SM, SM |A-2-4, A-4 | 0-5 | 0-7 |55-100|50-90 |50-75  | | loam, gravelly| | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 22-34 |Sandy loam, |SM, SC-SM |A-1-b, A-2-4,| 0-5 | 0-7 |55-100|50-90 |35-75  | | fine sandy | | A-4 | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 34-41 |Gravelly sandy |SC-SM, SM |A-1-b, A-2-4,| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, fine | | A-4 | | | | |  | | sandy loam, | | | | | | |  | | sandy loam | | | | | | |  | 41-57 |Gravelly sandy |SC, SM |A-2-4, A-4, | 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, fine | | A-1-b | | | | |  | | sandy loam, | | | | | | |  | | sandy loam | | | | | | |  | 57-71 |Sandy loam, |SC, SM |A-2-4, A-4, | 0-5 | 0-7 |55-100|50-90 |35-75  | | fine sandy | | A-1-b | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 71-80 |Sandy loam, |SC-SM, SM |A-1-b, A-2-4,| 0-5 | 0-7 |55-100|50-90 |35-75  | | fine sandy | | A-4 | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 127E: | | | | | | | | |  Rosholt---------| 0-4 |Sandy loam |SM |A-2, A-4 | 1-5 | 0-3 |80-100|75-100|50-75  | 4-10 |Sandy loam, |SM, SC-SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 10-14 |Sandy loam, |SM, SC-SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 14-28 |Sandy loam, |SC, SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-80  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 28-34 |Gravelly loamy |SP-SM, SM, |A-1, A-2, A-3| 0 | 0-25 |30-100|25-100|20-80  | | sand, very | GP-GM, GM | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | 34-60 |Stratified sand|SP-SM, GP, |A-1, A-2, A-3| 0 | 0-25 |30-100|25-95 |15-65  | | to very | GP-GM, SP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 156B: | | | | | | | | |  Magnor, very | | | | | | | | |  stony----------| 0-4 |Silt loam |CL-ML, CL, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 4-11 |Silt loam |CL, ML, CL-ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 11-16 |Silt loam |CL-ML, CL, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 16-21 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 21-39 |Sandy loam, |SC, SM, |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |30-80  | | fine sandy | SC-SM, | | | | | |  | | loam, gravelly| CL, ML, | | | | | |  | | sandy loam, | CL-ML | | | | | |  | | loam | | | | | | |  | 39-58 |Fine sandy |CL-ML, CL, |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |30-80  | | loam, sandy | SC-SM, SM, | | | | | |  | | loam, gravelly| SC, ML | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 58-60 |Fine sandy |SM, SC-SM |A-1, A-2 | 0-5 | 0-7 |55-100|50-90 |30-60  | | loam, sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 156B: | | | | | | | | |  Magnor----------| 0-8 |Silt loam |CL-ML, ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 8-11 |Silt loam |CL, ML, CL-ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 11-16 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 16-21 |Silt loam |ML, CL, CL-ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 21-39 |Sandy loam, |SM, CL-ML, |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |30-80  | | fine sandy | SC, ML, CL, | | | | | |  | | loam, gravelly| SC-SM | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 39-58 |Fine sandy |ML, CL, SC, |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |30-80  | | loam, sandy | SM, CL-ML, | | | | | |  | | loam, gravelly| SC-SM | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 58-60 |Fine sandy |SC-SM, SM |A-1, A-2 | 0-5 | 0-7 |55-100|50-90 |30-60  | | loam, sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | | | | | | | | | 157B: | | | | | | | | |  Freeon, very | | | | | | | | |  stony----------| 0-4 |Silt loam |ML, CL-ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 4-19 |Silt loam |ML, CL-ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 19-39 |Sandy loam, |CL-ML, SC, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam | SC-SM, CL, | | | | | |  | | | ML, SM | | | | | |  | 39-53 |Sandy loam, |SM, SC-SM, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam,| CL, SC, | | | | | |  | | fine sandy | CL-ML, ML | | | | | |  | | loam | | | | | | |  | 53-80 |Sandy loam, |SM, SC-SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 157B: | | | | | | | | |  Freeon----------| 0-4 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-7 |90-100|85-100|80-10 | 4-19 |Silt loam |ML, CL, CL-ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 19-39 |Sandy loam, |SC, CL, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam | CL-ML, ML, | | | | | |  | | | SC-SM, SM | | | | | |  | 39-53 |Sandy loam, |CL, CL-ML, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam,| ML, SC, | | | | | |  | | fine sandy | SC-SM, SM | | | | | |  | | loam | | | | | | |  | 53-80 |Sandy loam, |SC-SM, SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 157C: | | | | | | | | |  Freeon, very | | | | | | | | |  stony----------| 0-4 |Silt loam |CL-ML, ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 4-19 |Silt loam |CL-ML, ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 19-39 |Sandy loam, |CL-ML, ML, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam | SC, SC-SM, | | | | | |  | | | SM, CL | | | | | |  | 39-53 |Sandy loam, |CL, CL-ML, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam,| SC-SM, SM, | | | | | |  | | fine sandy | ML, SC | | | | | |  | | loam | | | | | | |  | 53-80 |Sandy loam, |SM, SC-SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | |  Freeon----------| 0-4 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-7 |90-100|85-100|80-10 | 4-19 |Silt loam |CL, ML, CL-ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 19-39 |Sandy loam, |ML, CL-ML, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam | CL, SM, SC, | | | | | |  | | | SC-SM | | | | | |  | 39-53 |Sandy loam, |ML, SM, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam,| CL-ML, CL, | | | | | |  | | fine sandy | SC-SM, SC | | | | | |  | | loam | | | | | | |  | 53-80 |Sandy loam, |SC-SM, SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 160A: | | | | | | | | |  Oesterle--------| 0-7 |Sandy loam |SC, SM, SC-SM|A-2, A-4 | 0 | 0-9 |85-100|80-100|55-80  | 7-11 |Sandy loam, |SM, SC |A-2, A-4 | 0 | 0-9 |75-100|70-100|50-80  | | loam, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 11-31 |Sandy loam, |SC, SM |A-1, A-2, A-4| 0 | 0-9 |55-100|50-100|35-75  | | gravelly loam,| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 31-60 |Stratified sand|GP, SP-SM, |A-1, A-2, A-3| 0 | 0-9 |30-100|25-95 |15-65  | | to very | SP, GP-GM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 182B: | | | | | | | | |  Padus-----------| 0-2 |Sandy loam |SM |A-1-b, A-2, | 0 | 0-7 |80-100|75-100|30-90  | | | | A-4 | | | | |  | 2-3 |Sandy loam, |SM, SC-SM |A-1-b, A-2, | 0 | 0-7 |80-100|75-100|30-90  | | fine sandy | | A-4 | | | | |  | | loam, loam | | | | | | |  | 3-19 |Sandy loam, |SC, SC-SM, SM|A-1-b, A-2, | 0 | 0-7 |80-100|75-100|30-90  | | loam, fine | | A-4 | | | | |  | | sandy loam | | | | | | |  | 19-26 |Sandy loam, |SC-SM, SC, SM|A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-90  | | gravelly loam,| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 26-38 |Sandy loam, |SC-SM, SM, |A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-90  | | gravelly loam,| CL-ML, SC | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 38-60 |Stratified sand|GP-GM, SP-SM,|A-1, A-2, A-3| 0 | 0-15 |45-100|40-95 |15-65  | | to very | SP, GP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 182C: | | | | | | | | |  Padus-----------| 0-2 |Sandy loam |SM |A-1-b, A-2, | 0 | 0-7 |80-100|75-100|30-90  | | | | A-4 | | | | |  | 2-3 |Sandy loam, |SC-SM, SM |A-1-b, A-2, | 0 | 0-7 |80-100|75-100|30-90  | | fine sandy | | A-4 | | | | |  | | loam, loam | | | | | | |  | 3-19 |Sandy loam, |SC, SC-SM, SM|A-1-b, A-2, | 0 | 0-7 |80-100|75-100|30-90  | | loam, fine | | A-4 | | | | |  | | sandy loam | | | | | | |  | 19-26 |Sandy loam, |SM, SC-SM, SC|A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-90  | | gravelly loam,| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 26-38 |Sandy loam, |CL-ML, SC-SM,|A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-90  | | gravelly loam,| SC, SM | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 38-60 |Stratified sand|GP-GM, GP, |A-1, A-2, A-3| 0 | 0-15 |45-100|40-95 |15-65  | | to very | SP-SM, SP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 192A: | | | | | | | | |  Worcester-------| 0-2 |Sandy loam |SM |A-2-4, A-4 | 0 | 0-7 |80-100|75-100|45-90  | 2-3 |Sandy loam, |SM, SC-SM |A-1-b, A-2-4,| 0 | 0-7 |55-100|50-100|35-95  | | loam, gravelly| | A-4 | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 3-6 |Sandy loam, |SM, SC-SM, SC|A-1-b, A-2-4,| 0 | 0-7 |55-100|50-100|35-95  | | loam, gravelly| | A-4 | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 6-16 |Sandy loam, |SC, SC-SM, SM|A-1-b, A-2-4,| 0 | 0-7 |55-100|50-100|35-95  | | loam, gravelly| | A-4 | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 16-20 |Sandy loam, |SC, CL-ML, |A-1-b, A-2-4,| 0 | 0-7 |55-100|50-100|35-95  | | loamy sand, | SM, SC-SM | A-4 | | | | |  | | gravelly loam | | | | | | |  | 20-32 |Sandy loam, |SM, SC, |A-1-b, A-2-4,| 0 | 0-7 |55-100|50-100|35-95  | | fine sandy | SC-SM, CL-M | A-4 | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 32-39 |Gravelly loamy |GM, SM |A-1-a, A-2-4,| 0 | 0-7 |45-100|40-95 |20-70  | | sand, very | | A-3 | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | 39-60 |Stratified sand|SP-SM, SP, |A-1, A-2, A-3| 0 | 0-7 |45-100|40-95 |15-65  | | to very | GP-GM, GP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 193A: | | | | | | | | |  Minocqua--------| 0-4 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 4-15 |Silt loam, |ML, CL, SC, |A-2, A-4 | 0 | 0-7 |80-100|75-100|45-10 | | loam, sandy | SM | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | very fine | | | | | | |  | | sandy loam | | | | | | |  | 15-28 |Loam, gravelly |ML, SC, CL, |A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-95  | | sandy loam, | SM | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 28-60 |Stratified sand|GP, SP, |A-1, A-2, A-3| 0 | 0-7 |45-100|40-95 |15-65  | | to very | GP-GM, SP-SM| | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 215B: | | | | | | | | |  Pence-----------| 0-3 |Sandy loam |SM |A-4 | 0 | 0-15 |80-100|75-100|50-85  | 3-8 |Sandy loam, |SM, SC-SM |A-2-4, A-4 | 0 | 0-15 |80-100|75-100|45-95  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | loamy sand | | | | | | |  | 8-15 |Gravelly sandy |SC-SM, SM |A-1-b, A-2-4,| 0 | 0-15 |55-100|50-100|30-95  | | loam, sandy | | A-4 | | | | |  | | loam, loam, | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-21 |Gravelly coarse|SP-SM, GP-GM,|A-1-b, A-3 | 0 | 0-15 |45-100|40-95 |20-70  | | sand, loamy | SM, GM | | | | | |  | | sand, sand, | | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 21-60 |Stratified sand|SP-SM, GP, |A-1, A-2, A-3| 0 | 0-15 |45-100|40-95 |15-65  | | to very | SP, GP-GM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 215C: | | | | | | | | |  Pence-----------| 0-3 |Sandy loam |SM |A-4 | 0 | 0-15 |80-100|75-100|50-85  | 3-8 |Sandy loam, |SM, SC-SM |A-2-4, A-4 | 0 | 0-15 |80-100|75-100|45-95  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | loamy sand | | | | | | |  | 8-15 |Gravelly sandy |SC-SM, SM |A-1-b, A-2-4,| 0 | 0-15 |55-100|50-100|30-95  | | loam, sandy | | A-4 | | | | |  | | loam, loam, | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-21 |Gravelly coarse|GM, SM, |A-1-b, A-3 | 0 | 0-15 |45-100|40-95 |20-70  | | sand, loamy | SP-SM, GP-GM| | | | | |  | | sand, sand, | | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 21-60 |Stratified sand|SP-SM, SP, |A-1, A-2, A-3| 0 | 0-15 |45-100|40-95 |15-65  | | to very | GP-GM, GP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 215D: | | | | | | | | |  Pence-----------| 0-3 |Sandy loam |SM |A-4 | 0 | 0-15 |80-100|75-100|50-85  | 3-8 |Sandy loam, |SC-SM, SM |A-2-4, A-4 | 0 | 0-15 |80-100|75-100|45-95  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | loamy sand | | | | | | |  | 8-15 |Gravelly sandy |SC-SM, SM |A-1-b, A-2-4,| 0 | 0-15 |55-100|50-100|30-95  | | loam, sandy | | A-4 | | | | |  | | loam, loam, | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-21 |Gravelly coarse|SP-SM, SM, |A-1-b, A-3 | 0 | 0-15 |45-100|40-95 |20-70  | | sand, loamy | GM, GP-GM | | | | | |  | | sand, sand, | | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 21-60 |Stratified sand|GP, GP-GM, |A-1, A-2, A-3| 0 | 0-15 |45-100|40-95 |15-65  | | to very | SP, SP-SM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 315A: | | | | | | | | |  Rib-------------| 0-7 |Silt loam |CL-ML, CL |A-4, A-6 | 0 | 0-7 |95-100|90-100|90-10 | 7-10 |Silt loam |CL-ML |A-4 | 0 | 0-7 |95-100|90-100|90-10 | 10-32 |Silt loam, |CL |A-6 | 0 | 0-7 |95-100|90-100|90-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 32-35 |Loam, gravelly |SC, SM, CL, |A-1, A-2, | 0 | 0-7 |55-100|45-100|35-90  | | loam, sandy | ML | A-4, A-6 | | | | |  | | loam | | | | | | |  | 35-37 |Gravelly loamy |SP-SM, GM, |A-1-b, A-3 | 0 | 0-7 |30-100|25-100|25-75  | | sand, loamy | SM, GP-GM | | | | | |  | | sand, loamy | | | | | | |  | | coarse sand, | | | | | | |  | | very gravelly | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 37-60 |Stratified sand|SP-SM, GP-GM,|A-1, A-2, A-3| 0 | 0-7 |45-100|40-95 |15-65  | | to very | SP, GP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 337A: | | | | | | | | |  Plover----------| 0-10 |Fine sandy loam|SM, ML |A-4 | 0 | 0 |95-100|90-100|65-90  | 10-13 |Fine sandy |SC-SM, SM, |A-4 | 0 | 0 |95-100|90-100|70-10 | | loam, sandy | ML, CL-ML | | | | | |  | | loam, silt | | | | | | |  | | loam | | | | | | |  | 13-18 |Fine sandy |CL-ML, ML, |A-4 | 0 | 0 |95-100|90-100|70-10 | | loam, sandy | SC-SM, SM | | | | | |  | | loam, silt | | | | | | |  | | loam | | | | | | |  | 18-32 |Fine sandy |SM, CL-ML, |A-4 | 0 | 0 |95-100|90-100|65-95  | | loam, sandy | ML, SC-SM | | | | | |  | | loam, loam | | | | | | |  | 32-60 |Stratified fine|CL-ML, SC-SM,|A-4 | 0 | 0 |95-100|90-100|60-95  | | sand to silt | SM, ML | | | | | |  | | | | | | | | | 368B: | | | | | | | | |  Mahtomedi-------| 0-5 |Loamy sand |SM, SC-SM |A-2 | 0 | 0-3 |85-100|75-100|40-75  | 5-8 |Sand, coarse |SP-SM, SM |A-2, A-3 | 0 | 0-3 |85-100|75-100|35-75  | | sand, loamy | | | | | | |  | | coarse sand | | | | | | |  | 8-15 |Gravelly coarse|SM, SP-SM |A-1 | 0 | 0-15 |60-95 |50-90 |25-65  | | sand, coarse | | | | | | |  | | sand, gravelly| | | | | | |  | | sand, sand | | | | | | |  | 15-30 |Gravelly sand, |SP-SM, SM |A-1, A-2, A-3| 0 | 0-15 |60-95 |50-90 |25-65  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | 30-60 |Gravelly sand, |SP-SM, SM |A-3, A-1, A-2| 0 | 0-15 |55-95 |50-90 |25-65  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pas Map symbol | Depth | USDA texture |___________________________|_____________| sieve number and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 368B: | | | | | | | | |  Cress-----------| 0-3 |Sandy loam |SM, SC |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|55-8 | 3-15 |Sandy loam, |SM, SC |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|55-8 | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-31 |Loamy sand, |SP-SM, SM |A-3 | 0 | 0-5 |55-100|50-95 |20-7 | | coarse sand, | | | | | | |  | | gravelly sand,| | | | | | |  | | very gravelly | | | | | | |  | | loamy sand | | | | | | |  | 31-36 |Gravelly loamy |SM, SP-SM |A-3 | 0 | 0-5 |55-100|50-100|20-7 | | sand, coarse | | | | | | |  | | sand, gravelly| | | | | | |  | | sand, very | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 36-60 |Stratified sand|GP, SP-SM, |A-1, A-2, A-3| 0 | 0-5 |30-100|25-95 |15-6 | | to very | SP, GP-GM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 368C: | | | | | | | | |  Mahtomedi-------| 0-5 |Loamy sand |SC-SM, SM |A-2 | 0 | 0-3 |85-100|75-100|40-7 | 5-8 |Sand, coarse |SM, SP-SM |A-2, A-3 | 0 | 0-3 |85-100|75-100|35-7 | | sand, loamy | | | | | | |  | | coarse sand | | | | | | |  | 8-15 |Gravelly coarse|SM, SP-SM |A-1 | 0 | 0-15 |60-95 |50-90 |25-6 | | sand, coarse | | | | | | |  | | sand, gravelly| | | | | | |  | | sand, sand | | | | | | |  | 15-30 |Gravelly sand, |SP-SM, SM |A-1, A-2, A-3| 0 | 0-15 |60-95 |50-90 |25-6 | | coarse sand, | | | | | | |  | | sand | | | | | | |  | 30-60 |Gravelly sand, |SP-SM, SM |A-3, A-1, A-2| 0 | 0-15 |55-95 |50-90 |25-6 | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 368C: | | | | | | | | |  Cress-----------| 0-3 |Sandy loam |SC, SM |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|55-80  | 3-15 |Sandy loam, |SC, SM |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-31 |Loamy sand, |SP-SM, SM |A-3 | 0 | 0-5 |55-100|50-95 |20-75  | | coarse sand, | | | | | | |  | | gravelly sand,| | | | | | |  | | very gravelly | | | | | | |  | | loamy sand | | | | | | |  | 31-36 |Gravelly loamy |SM, SP-SM |A-3 | 0 | 0-5 |55-100|50-100|20-75  | | sand, coarse | | | | | | |  | | sand, gravelly| | | | | | |  | | sand, very | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 36-60 |Stratified sand|GP, GP-GM, |A-1, A-2, A-3| 0 | 0-5 |30-100|25-95 |15-65  | | to very | SP-SM, SP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 368D: | | | | | | | | |  Mahtomedi-------| 0-5 |Loamy sand |SM, SC-SM |A-2 | 0 | 0-3 |85-100|75-100|40-75  | 5-8 |Sand, coarse |SP-SM, SM |A-2, A-3 | 0 | 0-3 |85-100|75-100|35-75  | | sand, loamy | | | | | | |  | | coarse sand | | | | | | |  | 8-15 |Gravelly coarse|SP-SM, SM |A-1 | 0 | 0-15 |60-95 |50-90 |25-65  | | sand, coarse | | | | | | |  | | sand, gravelly| | | | | | |  | | sand, sand | | | | | | |  | 15-30 |Gravelly sand, |SM, SP-SM |A-1, A-2, A-3| 0 | 0-15 |60-95 |50-90 |25-65  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | 30-60 |Gravelly sand, |SM, SP-SM |A-3, A-1, A-2| 0 | 0-15 |55-95 |50-90 |25-65  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 368D: | | | | | | | | |  Cress-----------| 0-3 |Sandy loam |SM, SC |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|55-80  | 3-15 |Sandy loam, |SC, SM |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-31 |Loamy sand, |SM, SP-SM |A-3 | 0 | 0-5 |55-100|50-95 |20-75  | | coarse sand, | | | | | | |  | | gravelly sand,| | | | | | |  | | very gravelly | | | | | | |  | | loamy sand | | | | | | |  | 31-36 |Gravelly loamy |SP-SM, SM |A-3 | 0 | 0-5 |55-100|50-100|20-75  | | sand, coarse | | | | | | |  | | sand, gravelly| | | | | | |  | | sand, very | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 36-60 |Stratified sand|GP, SP-SM, |A-1, A-2, A-3| 0 | 0-5 |30-100|25-95 |15-65  | | to very | GP-GM, SP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 371A: | | | | | | | | |  Croswell--------| 0-1 |Loamy sand |SM |A-1-b, A-2-4 | 0 | 0 |80-100|75-100|30-75  | 1-7 |Loamy sand, |SC-SM, SM, |A-1-b, A-2 | 0 | 0 |90-100|75-100|40-75  | | sand | SP-SM | | | | | |  | 7-16 |Loamy sand, |SM, SP, SP-SM|A-1-b, A-2-4,| 0 | 0 |90-100|75-100|40-75  | | sand | | A-3 | | | | |  | 16-39 |Sand, loamy |SM, SP, SP-SM|A-1-b, A-2-4,| 0 | 0 |90-100|75-100|40-75  | | sand | | A-3 | | | | |  | 39-60 |Sand |SM, SP, SP-SM|A-1-b, A-2-4,| 0 | 0 |90-100|75-100|40-70  | | | | A-3 | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 380B: | | | | | | | | |  Cress-----------| 0-3 |Sandy loam |SM, SC |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|55-80  | 3-15 |Sandy loam, |SC, SM |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-31 |Loamy sand, |SM, SP-SM |A-3 | 0 | 0-5 |55-100|50-95 |20-75  | | coarse sand, | | | | | | |  | | gravelly sand,| | | | | | |  | | very gravelly | | | | | | |  | | loamy sand | | | | | | |  | 31-36 |Gravelly loamy |SP-SM, SM |A-3 | 0 | 0-5 |55-100|50-100|20-75  | | sand, coarse | | | | | | |  | | sand, gravelly| | | | | | |  | | sand, very | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 36-60 |Stratified sand|SP-SM, SP, |A-1, A-2, A-3| 0 | 0-5 |30-100|25-95 |15-65  | | to very | GP-GM, GP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | |  Rosholt---------| 0-8 |Sandy loam |SM |A-2, A-4 | 0 | 0-3 |80-100|75-100|50-75  | 8-10 |Sandy loam, |SC-SM, SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 10-14 |Sandy loam, |SC-SM, SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 14-28 |Sandy loam, |SM, SC |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-80  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 28-34 |Gravelly loamy |SP-SM, SM, |A-1, A-2, A-3| 0 | 0-25 |30-100|25-100|20-80  | | sand, very | GM, GP-GM | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | 34-60 |Stratified sand|GP, GP-GM, |A-1, A-2, A-3| 0 | 0-25 |30-100|25-100|15-65  | | to very | SP, SP-SM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 380C: | | | | | | | | |  Cress-----------| 0-3 |Sandy loam |SM, SC |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|55-80  | 3-15 |Sandy loam, |SC, SM |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-31 |Loamy sand, |SM, SP-SM |A-3 | 0 | 0-5 |55-100|50-95 |20-75  | | coarse sand, | | | | | | |  | | gravelly sand,| | | | | | |  | | very gravelly | | | | | | |  | | loamy sand | | | | | | |  | 31-36 |Gravelly loamy |SP-SM, SM |A-3 | 0 | 0-5 |55-100|50-100|20-75  | | sand, coarse | | | | | | |  | | sand, gravelly| | | | | | |  | | sand, very | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 36-60 |Stratified sand|GP, GP-GM, |A-1, A-2, A-3| 0 | 0-5 |30-100|25-95 |15-65  | | to very | SP, SP-SM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | |  Rosholt---------| 0-8 |Sandy loam |SM |A-2, A-4 | 0 | 0-3 |80-100|75-100|50-75  | 8-10 |Sandy loam, |SM, SC-SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 10-14 |Sandy loam, |SC-SM, SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 14-28 |Sandy loam, |SM, SC |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-80  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 28-34 |Gravelly loamy |GP-GM, SM, |A-1, A-2, A-3| 0 | 0-25 |30-100|25-100|20-80  | | sand, very | SP-SM, GM | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | 34-60 |Stratified sand|SP, GP, |A-1, A-2, A-3| 0 | 0-25 |30-100|25-100|15-65  | | to very | SP-SM, GP-GM| | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 380D: | | | | | | | | |  Cress-----------| 0-3 |Sandy loam |SC, SM |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|55-80  | 3-15 |Sandy loam, |SM, SC |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-31 |Loamy sand, |SM, SP-SM |A-3 | 0 | 0-5 |55-100|50-95 |20-75  | | coarse sand, | | | | | | |  | | gravelly sand,| | | | | | |  | | very gravelly | | | | | | |  | | loamy sand | | | | | | |  | 31-36 |Gravelly loamy |SM, SP-SM |A-3 | 0 | 0-5 |55-100|50-100|20-75  | | sand, coarse | | | | | | |  | | sand, gravelly| | | | | | |  | | sand, very | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 36-60 |Stratified sand|GP, GP-GM, |A-1, A-2, A-3| 0 | 0-5 |30-100|25-95 |15-65  | | to very | SP, SP-SM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | |  Rosholt---------| 0-8 |Sandy loam |SM |A-2, A-4 | 0 | 0-3 |80-100|75-100|50-75  | 8-10 |Sandy loam, |SC-SM, SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 10-14 |Sandy loam, |SC-SM, SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 14-28 |Sandy loam, |SC, SM |A-1, A-2, A-4| 0 | 0-3 |55-100|50-100|35-80  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 28-34 |Gravelly loamy |SM, GP-GM, |A-1, A-2, A-3| 0 | 0-25 |30-100|25-100|20-80  | | sand, very | GM, SP-SM | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | 34-60 |Stratified sand|SP-SM, SP, |A-1, A-2, A-3| 0 | 0-25 |30-100|25-100|15-65  | | to very | GP-GM, GP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 383B: | | | | | | | | |  Mahtomedi-------| 0-5 |Loamy sand |SC-SM, SM |A-2 | 0 | 0-3 |85-100|75-100|40-75  | 5-8 |Sand, coarse |SP-SM, SM |A-2, A-3 | 0 | 0-3 |85-100|75-100|35-75  | | sand, loamy | | | | | | |  | | coarse sand | | | | | | |  | 8-15 |Gravelly coarse|SP-SM, SM |A-1 | 0 | 0-15 |60-95 |50-90 |25-65  | | sand, coarse | | | | | | |  | | sand, gravelly| | | | | | |  | | sand, sand | | | | | | |  | 15-30 |Gravelly sand, |SM, SP-SM |A-1, A-2, A-3| 0 | 0-15 |60-95 |50-90 |25-65  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | 30-60 |Gravelly sand, |SM, SP-SM |A-3, A-1, A-2| 0 | 0-15 |55-95 |50-90 |25-65  | | coarse sand | | | | | | |  | | | | | | | | | 383C: | | | | | | | | |  Mahtomedi-------| 0-5 |Loamy sand |SM, SC-SM |A-2 | 0 | 0-3 |85-100|75-100|40-75  | 5-8 |Sand, coarse |SP-SM, SM |A-2, A-3 | 0 | 0-3 |85-100|75-100|35-75  | | sand, loamy | | | | | | |  | | coarse sand | | | | | | |  | 8-15 |Gravelly coarse|SP-SM, SM |A-1 | 0 | 0-15 |60-95 |50-90 |25-65  | | sand, coarse | | | | | | |  | | sand, gravelly| | | | | | |  | | sand, sand | | | | | | |  | 15-30 |Gravelly sand, |SM, SP-SM |A-1, A-2, A-3| 0 | 0-15 |60-95 |50-90 |25-65  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | 30-60 |Gravelly sand, |SM, SP-SM |A-3, A-1, A-2| 0 | 0-15 |55-95 |50-90 |25-65  | | coarse sand | | | | | | |  | | | | | | | | | 383D: | | | | | | | | |  Mahtomedi-------| 0-5 |Loamy sand |SC-SM, SM |A-2 | 0 | 0-3 |85-100|75-100|40-75  | 5-8 |Sand, coarse |SP-SM, SM |A-2, A-3 | 0 | 0-3 |85-100|75-100|35-75  | | sand, loamy | | | | | | |  | | coarse sand | | | | | | |  | 8-15 |Gravelly coarse|SM, SP-SM |A-1 | 0 | 0-15 |60-95 |50-90 |25-65  | | sand, coarse | | | | | | |  | | sand, gravelly| | | | | | |  | | sand, sand | | | | | | |  | 15-30 |Gravelly sand, |SM, SP-SM |A-1, A-2, A-3| 0 | 0-15 |60-95 |50-90 |25-65  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | 30-60 |Gravelly sand, |SP-SM, SM |A-3, A-1, A-2| 0 | 0-15 |55-95 |50-90 |25-65  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 396B: | | | | | | | | |  Friendship------| 0-4 |Sand |SM | | 0 | 0 |95-100|90-100|60-75  | 4-29 |Sand |SM |A-2, A-3 | 0 | 0 |95-100|90-100|60-75  | 29-60 |Sand |SM |A-2, A-3 | 0 | 0 |95-100|90-100|60-75  | | | | | | | | |  Wurtsmith-------| 0-6 |Sand |SM |A-2, A-3 | 0 | 0 |85-100|75-100|50-70  | 6-33 |Sand |SM |A-2, A-3 | 0 | 0 |85-100|75-100|50-70  | 33-60 |Sand |SM |A-2, A-3 | 0 | 0 |85-100|75-100|50-70  | | | | | | | | |  Grayling--------| 0-3 |Sand |SM |A-2, A-3 | 0 | 0 |95-100|90-100|60-75  | 3-15 |Sand |SM |A-2, A-3 | 0 | 0 |95-100|90-100|60-75  | 15-23 |Sand |SM |A-2, A-3 | 0 | 0 |95-100|90-100|60-75  | 23-60 |Sand |SM |A-3, A-2 | 0 | 0 |95-100|90-100|60-75  | | | | | | | | | 397A: | | | | | | | | |  Perchlake-------| 0-9 |Loamy fine sand|SM |A-2-4 | 0 | 0 |90-100|85-100|75-95  | 9-18 |Fine sand, |SM, SP-SM |A-2-4 | 0 | 0 |90-100|85-100|75-95  | | sand, loamy | | | | | | |  | | fine sand, | | | | | | |  | | loamy sand | | | | | | |  | 18-42 |Sand, loamy |SP-SM, SM |A-2-4 | 0 | 0 |90-100|85-100|40-55  | | sand, loamy | | | | | | |  | | fine sand, | | | | | | |  | | fine sand | | | | | | |  | 42-46 |Fine sandy |SC-SM, SM |A-4 | 0 | 0 |90-100|85-100|70-90  | | loam, sandy | | | | | | |  | | loam, loam | | | | | | |  | 46-60 |Sand, fine sand|SM |A-2-4, A-3 | 0 | 0 |90-100|85-100|55-70  | | | | | | | | | 399B: | | | | | | | | |  Grayling--------| 0-3 |Sand |SM |A-2, A-3 | 0 | 0 |95-100|90-100|60-75  | 3-15 |Sand |SM |A-2, A-3 | 0 | 0 |95-100|90-100|60-75  | 15-23 |Sand |SM |A-2, A-3 | 0 | 0 |95-100|90-100|60-75  | 23-60 |Sand |SM |A-3, A-2 | 0 | 0 |95-100|90-100|60-75  | | | | | | | | | 399C: | | | | | | | | |  Grayling--------| 0-3 |Sand |SM |A-2, A-3 | 0 | 0 |95-100|90-100|60-75  | 3-15 |Sand |SM |A-2, A-3 | 0 | 0 |95-100|90-100|60-75  | 15-23 |Sand |SM |A-2, A-3 | 0 | 0 |95-100|90-100|60-75  | 23-60 |Sand |SM |A-3, A-2 | 0 | 0 |95-100|90-100|60-75  | | | | | | | | | 399D: | | | | | | | | |  Grayling--------| 0-3 |Sand |SM |A-2, A-3 | 0 | 0 |95-100|90-100|60-75  | 3-15 |Sand |SM |A-2, A-3 | 0 | 0 |95-100|90-100|60-75  | 15-23 |Sand |SM |A-2, A-3 | 0 | 0 |95-100|90-100|60-75  | 23-60 |Sand |SM |A-3, A-2 | 0 | 0 |95-100|90-100|60-75  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 405A: | | | | | | | | |  Lupton----------| 0-65 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | | | | | | | | |  Cathro----------| 0-28 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 28-49 |Loam, silty |CL-ML, SC, |A-4, A-6 | 0 | 0-5 |80-100|65-100|60-10 | | clay loam, | CL, SC-SM | | | | | |  | | sandy loam | | | | | | |  | 49-60 |Sandy loam, |SC, CL, |A-4, A-6 | 0 | 0-5 |80-100|65-100|60-10 | | silty clay | CL-ML, SC-SM| | | | | |  | | loam, loam | | | | | | |  | | | | | | | | |  Tawas-----------| 0-31 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 31-60 |Fine sand, |SC-SM, SM, |A-2-4 | 0 | 0 | 100 |70-100|65-90  | | loamy fine | SP-SM | | | | | |  | | sand, coarse | | | | | | |  | | sand, gravelly| | | | | | |  | | sand, loamy | | | | | | |  | | sand, sand | | | | | | |  | | | | | | | | | 406A: | | | | | | | | |  Loxley----------| 0-13 |Mucky peat |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 13-60 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | | | | | | | | 407A: | | | | | | | | |  Seelyeville-----| 0-80 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | | | | | | | |  Markey----------| 0-32 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 32-60 |Sand, fine |SM, SP-SM |A-1, A-2, A-3| 0 | 0 |70-100|50-100|30-65  | | sand, loamy | | | | | | |  | | sand, gravelly| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 410A: | | | | | | | | |  Seelyeville-----| 0-80 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | | | | | | | |  Cathro----------| 0-28 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 28-49 |Loam, silty |CL-ML, CL, |A-4, A-6 | 0 | 0-5 |80-100|65-100|60-10 | | clay loam, | SC, SC-SM | | | | | |  | | sandy loam | | | | | | |  | 49-60 |Sandy loam, |SC, SC-SM, |A-4, A-6 | 0 | 0-5 |80-100|65-100|60-10 | | silty clay | CL-ML, CL | | | | | |  | | loam, loam | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 412A: | | | | | | | | |  Rifle-----------| 0-4 |Peat |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 4-60 |Mucky peat |PT |A-8 | 0 | 0 | 100 | 100 | ---  | | | | | | | | |  Tacoosh---------| 0-8 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 8-40 |Mucky peat |PT |A-8 | 0-5 | 0 | 100 | 100 | ---  | 40-42 |Very fine sandy|SM, SC-SM |A-4 | 0 | 0 |85-100|75-100|45-95  | | loam, sandy | | | | | | |  | | loam, loam | | | | | | |  | 42-60 |Sandy loam, |SC-SM, SM |A-4 | 0 | 0 |85-100|75-100|45-95  | | very fine | | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | | | | | | | | | 415A: | | | | | | | | |  Greenwood-------| 0-60 |Mucky peat |PT |A-8 | 0 | 0 | 100 | 100 | ---  | | | | | | | | | 439B: | | | | | | | | |  Graycalm--------| 0-3 |Loamy sand |SM |A-2 | 0 | 0-5 |95-100|80-100|40-75  | 3-22 |Sand, loamy |SM, SP-SM |A-2 | 0 | 0-5 |95-100|80-100|40-75  | | sand | | | | | | |  | 22-35 |Sand, loamy |SM |A-2, A-3 | 0 | 0-5 |95-100|80-100|40-75  | | sand | | | | | | |  | 35-60 |Stratified sand|SM |A-2, A-3 | 0 | 0-5 |95-100|80-100|40-80  | | to loamy sand | | | | | | |  | | | | | | | | |  Menahga---------| 0-1 |Slightly |PT |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-2 |Loamy sand |SM |A-2 | 0 | 0 |95-100|80-100|40-75  | 2-25 |Sand, loamy |SM |A-2, A-3 | 0 | 0 |95-100|85-100|55-75  | | sand | | | | | | |  | 25-80 |Sand, coarse |SM |A-2, A-3 | 0 | 0 |95-100|85-100|55-70  | | sand | | | | | | |  | | | | | | | | | 439C: | | | | | | | | |  Graycalm--------| 0-3 |Loamy sand |SM |A-2 | 0 | 0-5 |95-100|80-100|40-75  | 3-22 |Sand, loamy |SP-SM, SM |A-2 | 0 | 0-5 |95-100|80-100|40-75  | | sand | | | | | | |  | 22-35 |Sand, loamy |SM |A-2, A-3 | 0 | 0-5 |95-100|80-100|40-75  | | sand | | | | | | |  | 35-60 |Stratified sand|SM |A-2, A-3 | 0 | 0-5 |95-100|80-100|40-80  | | to loamy sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 439C: | | | | | | | | |  Menahga---------| 0-1 |Slightly |PT |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-2 |Loamy sand |SM |A-2 | 0 | 0 |95-100|80-100|40-75  | 2-25 |Sand, loamy |SM |A-2, A-3 | 0 | 0 |95-100|85-100|55-75  | | sand | | | | | | |  | 25-80 |Sand, coarse |SM |A-2, A-3 | 0 | 0 |95-100|85-100|55-70  | | sand | | | | | | |  | | | | | | | | | 439D: | | | | | | | | |  Graycalm--------| 0-3 |Loamy sand |SM |A-2 | 0 | 0-5 |95-100|80-100|40-75  | 3-22 |Sand, loamy |SP-SM, SM |A-2 | 0 | 0-5 |95-100|80-100|40-75  | | sand | | | | | | |  | 22-35 |Sand, loamy |SM |A-2, A-3 | 0 | 0-5 |95-100|80-100|40-75  | | sand | | | | | | |  | 35-60 |Stratified sand|SM |A-2, A-3 | 0 | 0-5 |95-100|80-100|40-80  | | to loamy sand | | | | | | |  | | | | | | | | |  Menahga---------| 0-1 |Slightly |PT |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-2 |Loamy sand |SM |A-2 | 0 | 0 |95-100|80-100|40-75  | 2-25 |Sand, loamy |SM |A-2, A-3 | 0 | 0 |95-100|85-100|55-75  | | sand | | | | | | |  | 25-80 |Sand, coarse |SM |A-2, A-3 | 0 | 0 |95-100|85-100|55-70  | | sand | | | | | | |  | | | | | | | | | 441C: | | | | | | | | |  Freeon----------| 0-4 |Silt loam |ML, CL-ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 4-19 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 19-39 |Sandy loam, |SM, SC, ML, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam | CL | | | | | |  | 39-53 |Sandy loam, |SC-SM, ML, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam,| CL-ML, SM | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 53-80 |Sandy loam, |SM, SC-SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 441C: | | | | | | | | |  Cathro----------| 0-28 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 28-49 |Loam, silty |CL-ML, SC, |A-4, A-6 | 0 | 0-5 |80-100|65-100|60-10 | | clay loam, | CL, SC-SM | | | | | |  | | sandy loam | | | | | | |  | 49-60 |Sandy loam, |CL, CL-ML, |A-4, A-6 | 0 | 0-5 |80-100|65-100|60-10 | | silty clay | SC, SC-SM | | | | | |  | | loam, loam | | | | | | |  | | | | | | | | | 442C: | | | | | | | | |  Haugen----------| 0-4 |Sandy loam |SM, SC-SM |A-2-4, A-4 | 0-5 | 0-7 |85-100|75-98 |50-70  | 4-15 |Sandy loam, |SM, SC-SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-85  | | gravelly sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam | | | | | | |  | 15-23 |Gravelly sandy |SC-SM, SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam | | | | | | |  | 23-35 |Gravelly sandy |SC-SM, SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 35-49 |Sandy loam, |SC, SM |A-2, A-4, A-1| 0-5 | 0-7 |55-100|50-90 |35-75  | | gravelly sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 49-79 |Gravelly sandy |SC, SC-SM |A-1, A-2 | 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 79-80 |Gravelly sandy |SC, SC-SM, SM|A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | |  Greenwood-------| 0-6 |Peat |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 6-60 |Mucky peat |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 443D: | | | | | | | | |  Amery-----------| 0-3 |Sandy loam |SM, SC-SM |A-2-4, A-4 | 0-5 | 0-7 |85-100|75-98 |50-75  | 3-22 |Sandy loam, |SM, SC-SM |A-2-4, A-4 | 0-5 | 0-7 |55-100|50-90 |50-75  | | loam, gravelly| | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 22-34 |Sandy loam, |SC-SM, SM |A-1-b, A-2-4,| 0-5 | 0-7 |55-100|50-90 |35-75  | | fine sandy | | A-4 | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 34-41 |Gravelly sandy |SM, SC-SM |A-1-b, A-2-4,| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, fine | | A-4 | | | | |  | | sandy loam, | | | | | | |  | | sandy loam | | | | | | |  | 41-57 |Gravelly sandy |SC, SM |A-2-4, A-4, | 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, fine | | A-1-b | | | | |  | | sandy loam, | | | | | | |  | | sandy loam | | | | | | |  | 57-71 |Sandy loam, |SC, SM |A-2-4, A-4, | 0-5 | 0-7 |55-100|50-90 |35-75  | | fine sandy | | A-1-b | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 71-80 |Sandy loam, |SM, SC-SM |A-1-b, A-2-4,| 0-5 | 0-7 |55-100|50-90 |35-75  | | fine sandy | | A-4 | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | |  Greenwood-------| 0-6 |Peat |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 6-60 |Mucky peat |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | | | | | | | | 461A: | | | | | | | | |  Bowstring-------| 0-38 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 38-47 |Fine sand, |SM, SP-SM |A-2 | 0 | 0 | 100 | 100 |85-95  | | sand, loamy | | | | | | |  | | sand | | | | | | |  | 47-80 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | | | | | | | | | 484A: | | | | | | | | |  Greenwood-------| 0-6 |Peat |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 6-60 |Mucky peat |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | | | | | | | |  Beseman---------| 0-36 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 36-60 |Silt loam, |CL-ML, SC-SM,|A-4, A-2-4 | 0 | 0-2 |80-100|65-100|40-10 | | loam, sandy | CL | | | | | |  | | loam | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 495B: | | | | | | | | |  Karlsborg-------| 0-9 |Loamy sand |SM |A-2 | 0 | 0 |95-100|95-100|70-75  | 9-28 |Sand, loamy |SM |A-2 | 0 | 0 |95-100|95-100|70-75  | | sand | | | | | | |  | 28-48 |Clay |CH |A-7 | 0 | 0 | 100 | 100 |85-10 | 48-80 |Sand |SM |A-2 | 0 | 0 | 100 | 100 |50-70  | | | | | | | | |  Grettum---------| 0-3 |Loamy sand |SC-SM, SM |A-2-4 | 0 | 0 |90-100|85-100|60-80  | 3-32 |Sand, loamy |SC-SM, SM |A-2-4, A-3 | 0 | 0 |90-100|85-100|70-95  | | sand | | | | | | |  | 32-75 |Sand, loamy |SC-SM, SM |A-2-4, A-3 | 0 | 0 |90-100|85-100|70-95  | | sand | | | | | | |  | 75-80 |Sand |SM |A-2-4, A-3 | 0 | 0 |90-100|85-100|55-75  | | | | | | | | |  Perida----------| 0-9 |Loamy sand |SM |A-2 | 0 | 0 |90-100|80-100|60-75  | 9-43 |Sand, loamy |SM |A-2 | 0 | 0 |90-100|80-100|60-75  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 43-45 |Loamy sand, |SM |A-2 | 0 | 0 |90-100|80-100|60-75  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 45-60 |Clay, silty |CH |A-7 | 0 | 0 | 100 | 100 |90-10 | | clay | | | | | | |  | 60-74 |Silty clay, |CH |A-7 | 0 | 0 | 100 | 100 |90-10 | | clay | | | | | | |  | 74-80 |Sand |SM |A-2-4, A-3 | 0 | 0 |90-100|85-100|55-75  | | | | | | | | | 495C: | | | | | | | | |  Karlsborg-------| 0-9 |Loamy sand |SM |A-2 | 0 | 0 |95-100|95-100|70-75  | 9-28 |Sand, loamy |SM |A-2 | 0 | 0 |95-100|95-100|70-75  | | sand | | | | | | |  | 28-48 |Clay |CH |A-7 | 0 | 0 | 100 | 100 |85-10 | 48-80 |Sand |SM |A-2 | 0 | 0 | 100 | 100 |50-70  | | | | | | | | |  Grettum---------| 0-3 |Loamy sand |SM, SC-SM |A-2-4 | 0 | 0 |90-100|85-100|60-80  | 3-32 |Sand, loamy |SM, SC-SM |A-2-4, A-3 | 0 | 0 |90-100|85-100|70-95  | | sand | | | | | | |  | 32-75 |Sand, loamy |SC-SM, SM |A-2-4, A-3 | 0 | 0 |90-100|85-100|70-95  | | sand | | | | | | |  | 75-80 |Sand |SM |A-2-4, A-3 | 0 | 0 |90-100|85-100|55-75  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pas Map symbol | Depth | USDA texture |___________________________|_____________| sieve number and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 495C: | | | | | | | | |  Perida----------| 0-9 |Loamy sand |SM |A-2 | 0 | 0 |90-100|80-100|60-7 | 9-43 |Sand, loamy |SM |A-2 | 0 | 0 |90-100|80-100|60-7 | | sand, fine | | | | | | |  | | sand | | | | | | |  | 43-45 |Loamy sand, |SM |A-2 | 0 | 0 |90-100|80-100|60-7 | | sand, fine | | | | | | |  | | sand | | | | | | |  | 45-60 |Clay, silty |CH |A-7 | 0 | 0 | 100 | 100 |90-1 | | clay | | | | | | |  | 60-74 |Silty clay, |CH |A-7 | 0 | 0 | 100 | 100 |90-1 | | clay | | | | | | |  | 74-80 |Sand |SM |A-2-4, A-3 | 0 | 0 |90-100|85-100|55-7 | | | | | | | | | 495D: | | | | | | | | |  Karlsborg-------| 0-9 |Loamy sand |SM |A-2 | 0 | 0 |95-100|95-100|70-7 | 9-28 |Sand, loamy |SM |A-2 | 0 | 0 |95-100|95-100|70-7 | | sand | | | | | | |  | 28-48 |Clay |CH |A-7 | 0 | 0 | 100 | 100 |85-1 | 48-80 |Sand |SM |A-2 | 0 | 0 | 100 | 100 |50-7 | | | | | | | | |  Grettum---------| 0-3 |Loamy sand |SM, SC-SM |A-2-4 | 0 | 0 |90-100|85-100|60-8 | 3-32 |Sand, loamy |SM, SC-SM |A-2-4, A-3 | 0 | 0 |90-100|85-100|70-9 | | sand | | | | | | |  | 32-75 |Sand, loamy |SM, SC-SM |A-2-4, A-3 | 0 | 0 |90-100|85-100|70-9 | | sand | | | | | | |  | 75-80 |Sand |SM |A-2-4, A-3 | 0 | 0 |90-100|85-100|55-7 | | | | | | | | |  Perida----------| 0-9 |Loamy sand |SM |A-2 | 0 | 0 |90-100|80-100|60-7 | 9-43 |Sand, loamy |SM |A-2 | 0 | 0 |90-100|80-100|60-7 | | sand, fine | | | | | | |  | | sand | | | | | | |  | 43-45 |Loamy sand, |SM |A-2 | 0 | 0 |90-100|80-100|60-7 | | sand, fine | | | | | | |  | | sand | | | | | | |  | 45-60 |Clay, silty |CH |A-7 | 0 | 0 | 100 | 100 |90-1 | | clay | | | | | | |  | 60-74 |Silty clay, |CH |A-7 | 0 | 0 | 100 | 100 |90-1 | | clay | | | | | | |  | 74-80 |Sand |SM |A-2-4, A-3 | 0 | 0 |90-100|85-100|55-7 | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 497A: | | | | | | | | |  Meenon----------| 0-9 |Loamy sand |SM |A-2 | 0 | 0 |80-100|75-100|45-75  | 9-28 |Sand, loamy |SM |A-3 | 0 | 0 |80-100|75-100|35-75  | | fine sand | | | | | | |  | 28-41 |Clay |CH |A-7 | 0 | 0 |97-100|95-100|80-10 | 41-80 |Sand, fine |SM |A-3 | 0 | 0 |97-100|95-100|60-70  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | | | | | | | | | 515A: | | | | | | | | |  Manitowish------| 0-3 |Sandy loam |SM |A-4 | 0 | 0-15 |80-100|75-100|50-85  | 3-4 |Sandy loam, |SC-SM, SM |A-2-4, A-4 | 0 | 0-15 |55-100|50-100|35-95  | | loam, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 4-16 |Sandy loam, |SC-SM, SM |A-2-4, A-4 | 0 | 0-15 |55-100|50-100|35-95  | | loam, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 16-19 |Loamy coarse |GC-GM, GM, |A-1, A-2, A-3| 0 | 0-15 |45-100|40-95 |20-70  | | sand, gravelly| SC-SM, SM | | | | | |  | | loamy sand, | | | | | | |  | | sand | | | | | | |  | 19-60 |Stratified sand|SP, GP-GM, |A-1, A-2, A-3| 0 | 0-15 |45-100|40-95 |15-65  | | to very | GP, SP-SM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 521A: | | | | | | | | |  Dody------------| 0-3 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 3-9 |Sand, loamy |SM, SC-SM |A-2-4, A-3 | 0 | 0 | 100 |98-100|65-75  | | fine sand, | | | | | | |  | | fine sand | | | | | | |  | 9-20 |Fine sand, |SP-SM, SM, |A-2-4 | 0 | 0 | 100 |98-100|85-95  | | sand, loamy | SC-SM | | | | | |  | | fine sand | | | | | | |  | 20-23 |Loamy sand, |SM, SC-SM |A-2-4 | 0 | 0 | 100 |98-100|65-80  | | sand, loamy | | | | | | |  | | fine sand, | | | | | | |  | | fine sand | | | | | | |  | 23-47 |Clay, silty |CH |A-7 | 0 | 0 | 100 |98-100|80-10 | | clay | | | | | | |  | 47-58 |Loamy sand, |SC-SM, SM |A-2-4 | 0 | 0 | 100 |98-100|65-80  | | sand, loamy | | | | | | |  | | fine sand, | | | | | | |  | | fine sand | | | | | | |  | 58-80 |Sand, loamy |SC-SM, SM |A-2-4 | 0 | 0 | 100 |98-100|65-80  | | sand, loamy | | | | | | |  | | fine sand, | | | | | | |  | | fine sand | | | | | | |  | | | | | | | | | 524E: | | | | | | | | |  Rock outcrop. | | | | | | | | |  | | | | | | | | |  Frogcreek-------| 0-4 |Silt loam |CL-ML, ML |A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 4-13 |Silt loam, silt|CL-ML, ML |A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 13-19 |Silt loam, |SM, SC |A-1-b, A-2-4 | 0-5 | 0-7 |60-100|50-90 |30-90  | | loam, sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 19-32 |Sandy loam, |SM, SC |A-1-b, A-2-4 | 0-5 | 0-7 |60-100|50-90 |30-80  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 32-46 |Gravelly sandy |SM, SC |A-1-b, A-2-4 | 0-5 | 0-7 |60-100|50-90 |30-80  | | loam, sandy | | | | | | |  | | loam, loam | | | | | | |  | 46-80 |Gravelly loamy |SC-SM, SM, |A-1, A-2-4 | 0-5 | 0-7 |60-100|50-90 |25-70  | | sand, loamy | SP-SM | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 524E: | | | | | | | | |  Metonga---------| 0-3 |Silt loam |CL-ML, ML |A-4 | 2-3 | 0-7 |95-100|90-100|90-10 | 3-4 |Very fine sandy|ML, CL-ML, |A-4 | 0 | 0-7 |95-100|90-100|65-10 | | loam, silt | SC-SM, SM | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 4-25 |Very fine sandy|CL-ML, ML, |A-4 | 0 | 0-7 |95-100|90-100|65-10 | | loam, silt | SC-SM, SM | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 25-28 |Sandy loam, |SM |A-1-b, A-2-4 | 0 | 0-15 |55-95 |50-90 |30-75  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | 28-80 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 542B: | | | | | | | | |  Haugen, very | | | | | | | | |  stony----------| 0-4 |Sandy loam |SM, SC-SM |A-2-4, A-4 | 0-5 | 0-7 |85-100|75-98 |50-70  | 4-15 |Sandy loam, |SC-SM, SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-85  | | gravelly sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam | | | | | | |  | 15-23 |Gravelly sandy |SC-SM, SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam | | | | | | |  | 23-35 |Gravelly sandy |SM, SC-SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 35-49 |Sandy loam, |SC, SM |A-2, A-4, A-1| 0-5 | 0-7 |55-100|50-90 |35-75  | | gravelly sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 49-79 |Gravelly sandy |SC, SC-SM |A-1, A-2 | 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 79-80 |Gravelly sandy |SC-SM, SM, SC|A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 542B: | | | | | | | | |  Haugen----------| 0-7 |Sandy loam |SM, SC-SM |A-2-4, A-4 | 0-5 | 0-7 |85-100|75-98 |50-70  | 7-15 |Sandy loam, |SM, SC-SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-85  | | gravelly sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam | | | | | | |  | 15-23 |Gravelly sandy |SM, SC-SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam | | | | | | |  | 23-35 |Gravelly sandy |SC-SM, SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 35-49 |Sandy loam, |SC, SM |A-2, A-4, A-1| 0-5 | 0-7 |55-100|50-90 |35-75  | | gravelly sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 49-79 |Gravelly sandy |SC, SC-SM |A-1, A-2 | 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 79-80 |Gravelly sandy |SC, SM, SC-SM|A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 542C: | | | | | | | | |  Haugen, very | | | | | | | | |  stony----------| 0-4 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0-5 | 0-7 |85-100|75-98 |50-70  | 4-15 |Sandy loam, |SM, SC-SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-85  | | gravelly sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam | | | | | | |  | 15-23 |Gravelly sandy |SC-SM, SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam | | | | | | |  | 23-35 |Gravelly sandy |SM, SC-SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 35-49 |Sandy loam, |SM, SC |A-2, A-4, A-1| 0-5 | 0-7 |55-100|50-90 |35-75  | | gravelly sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 49-79 |Gravelly sandy |SC, SC-SM |A-1, A-2 | 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 79-80 |Gravelly sandy |SC, SM, SC-SM|A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 542C: | | | | | | | | |  Haugen----------| 0-7 |Sandy loam |SM, SC-SM |A-2-4, A-4 | 0-5 | 0-7 |85-100|75-98 |50-70  | 7-15 |Sandy loam, |SM, SC-SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-85  | | gravelly sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam | | | | | | |  | 15-23 |Gravelly sandy |SC-SM, SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam | | | | | | |  | 23-35 |Gravelly sandy |SC-SM, SM |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 35-49 |Sandy loam, |SC, SM |A-2, A-4, A-1| 0-5 | 0-7 |55-100|50-90 |35-75  | | gravelly sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 49-79 |Gravelly sandy |SC-SM, SC |A-1, A-2 | 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 79-80 |Gravelly sandy |SM, SC-SM, SC|A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |35-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 543B: | | | | | | | | |  Anigon----------| 0-10 |Silt loam |CL, CL-ML |A-4 | 0 | 0-7 |95-100|90-100|80-10 | 10-14 |Silt loam, silt|CL, ML, CL-ML|A-4 | 0 | 0-7 |95-100|90-100|80-10 | 14-20 |Silt loam |ML, CL |A-4, A-6 | 0 | 0-7 |95-100|90-100|80-10 | 20-30 |Silt loam |CL, ML |A-4, A-6 | 0 | 0-7 |95-100|90-100|80-10 | 30-34 |Sandy loam, |SC |A-1, A-2, | 0 | 0-7 |50-100|45-100|30-90  | | loam, gravelly| | A-4, A-6 | | | | |  | | loam | | | | | | |  | 34-60 |Stratified sand|GP, GP-GM, |A-1, A-2, A-3| 0 | 0-7 |45-100|40-95 |15-65  | | to very | SP, SP-SM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 543C2: | | | | | | | | |  Anigon----------| 0-10 |Silt loam |CL-ML, CL |A-4 | 0 | 0-7 |95-100|90-100|80-10 | 10-14 |Silt loam, silt|ML, CL-ML, CL|A-4 | 0 | 0-7 |95-100|90-100|80-10 | 14-20 |Silt loam |CL, ML |A-4, A-6 | 0 | 0-7 |95-100|90-100|80-10 | 20-30 |Silt loam |ML, CL |A-4, A-6 | 0 | 0-7 |95-100|90-100|80-10 | 30-34 |Sandy loam, |SC |A-1, A-2, | 0 | 0-7 |50-100|45-100|30-90  | | loam, gravelly| | A-4, A-6 | | | | |  | | loam | | | | | | |  | 34-60 |Stratified sand|SP-SM, SP, |A-1, A-2, A-3| 0 | 0-7 |45-100|40-95 |15-65  | | to very | GP-GM, GP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 544F: | | | | | | | | |  Menahga---------| 0-1 |Slightly |PT |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-2 |Sand |SM |A-2, A-3 | 0 | 0 |95-100|85-100|55-70  | 2-25 |Sand, loamy |SM |A-2, A-3 | 0 | 0 |95-100|85-100|55-75  | | sand | | | | | | |  | 25-80 |Sand, coarse |SM |A-2, A-3 | 0 | 0 |95-100|85-100|55-70  | | sand | | | | | | |  | | | | | | | | |  Mahtomedi-------| 0-5 |Loamy sand |SC-SM, SM |A-2 | 0 | 0-3 |85-100|75-100|40-75  | 5-8 |Sand, coarse |SM, SP-SM |A-2, A-3 | 0 | 0-3 |85-100|75-100|35-75  | | sand, loamy | | | | | | |  | | coarse sand | | | | | | |  | 8-15 |Gravelly coarse|SM, SP-SM |A-1 | 0 | 0-15 |60-95 |50-90 |25-65  | | sand, coarse | | | | | | |  | | sand, gravelly| | | | | | |  | | sand, sand | | | | | | |  | 15-30 |Gravelly sand, |SM, SP-SM |A-1, A-2, A-3| 0 | 0-15 |60-95 |50-90 |25-65  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | 30-60 |Gravelly sand, |SM, SP-SM |A-2, A-3, A-1| 0 | 0-15 |55-95 |50-90 |25-65  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 555A: | | | | | | | | |  Fordum----------| 0-6 |Silt loam |CL, ML, CL-ML|A-4, A-6 | 0 | 0-7 |80-100|75-100|70-10 | 6-18 |Silt loam, fine|SM, ML, CL, |A-1, A-2, A-4| 0 | 0-15 |60-100|50-100|35-10 | | sandy loam, | SC | | | | | |  | | mucky sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 18-30 |Fine sandy |CL, SM, SC, |A-1, A-2, A-4| 0 | 0-15 |60-100|50-100|30-10 | | loam, silt | ML | | | | | |  | | loam, mucky | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam | | | | | | |  | 30-60 |Sand, very |SP, GP, |A-1, A-2, A-3| 0 | 0-15 |30-100|25-100| 7-95  | | gravelly loamy| SP-SM, SM | | | | | |  | | fine sand, | | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | fine sand | | | | | | |  | | | | | | | | | 574B: | | | | | | | | |  Sayner----------| 0-2 |Loamy sand |SM |A-1 | 0 | 0-15 |85-100|75-100|45-75  | 2-4 |Loamy sand, |SP-SM, SM |A-1 | 0 | 0-15 |85-100|75-100|40-75  | | sand | | | | | | |  | 4-7 |Loamy sand, |SP-SM, SM |A-1, A-3 | 0 | 0-15 |70-100|50-100|25-75  | | sand, gravelly| | | | | | |  | | coarse sand, | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 7-14 |Sand, loamy |SP-SM, SM |A-1, A-3 | 0 | 0-15 |70-100|50-100|25-75  | | sand, gravelly| | | | | | |  | | sand, loamy | | | | | | |  | | coarse sand | | | | | | |  | 14-22 |Gravelly sand, |SP-SM, SP, SM|A-1, A-3 | 0 | 0-15 |70-100|50-100|25-75  | | loamy sand, | | | | | | |  | | coarse sand, | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 22-60 |Stratified sand|SP-SM, SP |A-1 | 0 | 0-15 |60-85 |40-85 |25-45  | | to very | | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 574C: | | | | | | | | |  Sayner----------| 0-2 |Loamy sand |SM |A-1 | 0 | 0-15 |85-100|75-100|45-75  | 2-4 |Loamy sand, |SM, SP-SM |A-1 | 0 | 0-15 |85-100|75-100|40-75  | | sand | | | | | | |  | 4-7 |Loamy sand, |SM, SP-SM |A-1, A-3 | 0 | 0-15 |70-100|50-100|25-75  | | sand, gravelly| | | | | | |  | | coarse sand, | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 7-14 |Sand, loamy |SM, SP-SM |A-1, A-3 | 0 | 0-15 |70-100|50-100|25-75  | | sand, gravelly| | | | | | |  | | sand, loamy | | | | | | |  | | coarse sand | | | | | | |  | 14-22 |Gravelly sand, |SM, SP, SP-SM|A-1, A-3 | 0 | 0-15 |70-100|50-100|25-75  | | loamy sand, | | | | | | |  | | coarse sand, | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 22-60 |Stratified sand|SP, SP-SM |A-1 | 0 | 0-15 |60-85 |40-85 |25-45  | | to very | | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 574E: | | | | | | | | |  Sayner----------| 0-2 |Loamy sand |SM |A-1 | 0 | 0-15 |85-100|75-100|45-75  | 2-4 |Loamy sand, |SP-SM, SM |A-1 | 0 | 0-15 |85-100|75-100|40-75  | | sand | | | | | | |  | 4-7 |Loamy sand, |SM, SP-SM |A-1, A-3 | 0 | 0-15 |70-100|50-100|25-75  | | sand, gravelly| | | | | | |  | | coarse sand, | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 7-14 |Sand, loamy |SM, SP-SM |A-1, A-3 | 0 | 0-15 |70-100|50-100|25-75  | | sand, gravelly| | | | | | |  | | sand, loamy | | | | | | |  | | coarse sand | | | | | | |  | 14-22 |Gravelly sand, |SM, SP, SP-SM|A-1, A-3 | 0 | 0-15 |70-100|50-100|25-75  | | loamy sand, | | | | | | |  | | coarse sand, | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 22-60 |Stratified sand|SP, SP-SM |A-1 | 0 | 0-15 |60-85 |40-85 |25-45  | | to very | | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 579B: | | | | | | | | |  Parkfalls-------| 0-5 |Sandy loam |SM |A-2-4 | 0-5 | 0-7 |90-100|85-100|55-70  | 5-8 |Sandy loam, |CL-ML, ML, |A-2, A-4 | 0-5 | 0-7 |90-100|85-100|55-95  | | fine sandy | SM, SC-SM | | | | | |  | | loam | | | | | | |  | 8-17 |Sandy loam, |ML, CL-ML, |A-2, A-4 | 0-5 | 0-7 |90-100|70-100|55-95  | | loam, gravelly| SM, SC-SM | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 17-30 |Sandy loam, |SM, SC-SM |A-2, A-4 | 0-5 | 0-7 |75-100|70-100|40-70  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 30-33 |Sandy loam, |SC-SM |A-2, A-4 | 0-5 | 0-7 |75-100|70-100|40-70  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 33-48 |Sandy loam, |SC-SM |A-1-b, A-2 | 0-5 | 0-7 |75-100|70-100|35-75  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 48-80 |Loamy sand, |GC-GM, SC-SM,|A-1-b, A-2 | 0-5 | 0-7 |60-95 |55-90 |30-75  | | gravelly loamy| SM, GM | | | | | |  | | sand | | | | | | |  | | | | | | | | | 600A: | | | | | | | | |  Haplosaprists. | | | | | | | | |  | | | | | | | | |  Psammaquents. | | | | | | | | |  | | | | | | | | | 615B: | | | | | | | | |  Cress-----------| 0-3 |Sandy loam |SM, SC |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|55-80  | 3-15 |Sandy loam, |SM, SC |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-31 |Loamy sand, |SM, SP-SM |A-3 | 0 | 0-5 |55-100|50-95 |20-75  | | coarse sand, | | | | | | |  | | gravelly sand,| | | | | | |  | | very gravelly | | | | | | |  | | loamy sand | | | | | | |  | 31-36 |Gravelly loamy |SP-SM, SM |A-3 | 0 | 0-5 |55-100|50-100|20-75  | | sand, coarse | | | | | | |  | | sand, gravelly| | | | | | |  | | sand, very | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 36-60 |Stratified sand|GP, GP-GM, |A-1, A-2, A-3| 0 | 0-5 |30-100|25-95 |15-65  | | to very | SP-SM, SP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 615C: | | | | | | | | |  Cress-----------| 0-3 |Sandy loam |SM, SC |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|55-80  | 3-15 |Sandy loam, |SM, SC |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-31 |Loamy sand, |SM, SP-SM |A-3 | 0 | 0-5 |55-100|50-95 |20-75  | | coarse sand, | | | | | | |  | | gravelly sand,| | | | | | |  | | very gravelly | | | | | | |  | | loamy sand | | | | | | |  | 31-36 |Gravelly loamy |SM, SP-SM |A-3 | 0 | 0-5 |55-100|50-100|20-75  | | sand, coarse | | | | | | |  | | sand, gravelly| | | | | | |  | | sand, very | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 36-60 |Stratified sand|SP-SM, GP, |A-1, A-2, A-3| 0 | 0-5 |30-100|25-95 |15-65  | | to very | GP-GM, SP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 615D: | | | | | | | | |  Cress-----------| 0-3 |Sandy loam |SM, SC |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|55-80  | 3-15 |Sandy loam, |SC, SM |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-31 |Loamy sand, |SM, SP-SM |A-3 | 0 | 0-5 |55-100|50-95 |20-75  | | coarse sand, | | | | | | |  | | gravelly sand,| | | | | | |  | | very gravelly | | | | | | |  | | loamy sand | | | | | | |  | 31-36 |Gravelly loamy |SP-SM, SM |A-3 | 0 | 0-5 |55-100|50-100|20-75  | | sand, coarse | | | | | | |  | | sand, gravelly| | | | | | |  | | sand, very | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 36-60 |Stratified sand|SP-SM, GP, |A-1, A-2, A-3| 0 | 0-5 |30-100|25-95 |15-65  | | to very | SP, GP-GM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 623A: | | | | | | | | |  Capitola--------| 0-5 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 5-7 |Silt loam, loam|CL-ML, CL |A-4 | 0-5 | 0-7 |80-100|75-100|60-10 | 7-22 |Silt loam, |ML, SC, CL, |A-2-4, A-4 | 0-5 | 0-7 |80-100|75-100|45-10 | | loam, sandy | CL-ML, | | | | | |  | | loam, fine | SC-SM, SM | | | | | |  | | sandy loam | | | | | | |  | 22-33 |Sandy loam, |SC, SM |A-1-b, A-2-4,| 0-5 | 0-7 |60-100|50-90 |30-90  | | fine sandy | | A-4 | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 33-60 |Sandy loam, |SC-SM, SM |A-1-b, A-2-4 | 0-5 | 0-7 |60-100|50-90 |30-60  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 624A: | | | | | | | | |  Ossmer----------| 0-4 |Silt loam |ML, CL-ML |A-4 | 0 | 0-7 |95-100|90-100|70-10 | 4-6 |Silt loam |ML, CL-ML |A-4 | 0 | 0-7 |95-100|90-100|70-10 | 6-11 |Silt loam |CL-ML, ML, CL|A-4 | 0 | 0-7 |95-100|90-100|70-10 | 11-26 |Silt loam |CL, ML, CL-ML|A-4 | 0 | 0-7 |95-100|90-100|70-10 | 26-34 |Loam, sandy |SC-SM, CL, |A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-95  | | loam, gravelly| SM, SC, | | | | | |  | | sandy loam | CL-ML, ML | | | | | |  | 34-38 |Sandy loam, |SM, SC-SM, |A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-95  | | gravelly sandy| SC, CL, | | | | | |  | | loam, loam | CL-ML, ML | | | | | |  | 38-60 |Stratified sand|GP, GP-GM, |A-1, A-2, A-3| 0 | 0-7 |45-100|40-95 |15-65  | | to very | SP, SP-SM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 632A: | | | | | | | | |  Aftad-----------| 0-10 |Fine sandy loam|SM |A-4 | 0 | 0 |95-100|90-100|65-90  | 10-29 |Fine sandy |SM, CL-ML, |A-2-4, A-4 | 0 | 0 |95-100|90-100|45-95  | | loam, very | ML, SC-SM | | | | | |  | | fine sandy | | | | | | |  | | loam, loam, | | | | | | |  | | loamy sand | | | | | | |  | 29-36 |Fine sandy |SM, CL, ML, |A-4 | 0 | 0 |95-100|90-100|65-95  | | loam, very | SC | | | | | |  | | fine sandy | | | | | | |  | | loam, sandy | | | | | | |  | | loam, loam | | | | | | |  | 36-41 |Fine sandy |SC, ML, CL, |A-4 | 0 | 0 |95-100|90-100|65-95  | | loam, very | SM | | | | | |  | | fine sandy | | | | | | |  | | loam, sandy | | | | | | |  | | loam, loam | | | | | | |  | 41-60 |Stratified fine|ML, SM, |A-4 | 0 | 0 |95-100|90-100|60-95  | | sand to silt | SC-SM, CL-ML| | | | | |  | | | | | | | | | 632B: | | | | | | | | |  Aftad-----------| 0-10 |Fine sandy loam|SM |A-4 | 0 | 0 |95-100|90-100|65-90  | 10-29 |Fine sandy |CL-ML, ML, |A-2-4, A-4 | 0 | 0 |95-100|90-100|45-95  | | loam, very | SC-SM, SM | | | | | |  | | fine sandy | | | | | | |  | | loam, loam, | | | | | | |  | | loamy sand | | | | | | |  | 29-36 |Fine sandy |SC, SM, ML, |A-4 | 0 | 0 |95-100|90-100|65-95  | | loam, very | CL | | | | | |  | | fine sandy | | | | | | |  | | loam, sandy | | | | | | |  | | loam, loam | | | | | | |  | 36-41 |Fine sandy |CL, ML, SC, |A-4 | 0 | 0 |95-100|90-100|65-95  | | loam, very | SM | | | | | |  | | fine sandy | | | | | | |  | | loam, sandy | | | | | | |  | | loam, loam | | | | | | |  | 41-60 |Stratified fine|CL-ML, ML, |A-4 | 0 | 0 |95-100|90-100|60-95  | | sand to silt | SC-SM, SM | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 632C: | | | | | | | | |  Aftad-----------| 0-10 |Fine sandy loam|SM |A-4 | 0 | 0 |95-100|90-100|65-90  | 10-29 |Fine sandy |CL-ML, ML, |A-2-4, A-4 | 0 | 0 |95-100|90-100|45-95  | | loam, very | SC-SM, SM | | | | | |  | | fine sandy | | | | | | |  | | loam, loam, | | | | | | |  | | loamy sand | | | | | | |  | 29-36 |Fine sandy |CL, ML, SC, |A-4 | 0 | 0 |95-100|90-100|65-95  | | loam, very | SM | | | | | |  | | fine sandy | | | | | | |  | | loam, sandy | | | | | | |  | | loam, loam | | | | | | |  | 36-41 |Fine sandy |CL, ML, SC, |A-4 | 0 | 0 |95-100|90-100|65-95  | | loam, very | SM | | | | | |  | | fine sandy | | | | | | |  | | loam, sandy | | | | | | |  | | loam, loam | | | | | | |  | 41-60 |Stratified fine|SM, CL-ML, |A-4 | 0 | 0 |95-100|90-100|60-95  | | sand to silt | ML, SC-SM | | | | | |  | | | | | | | | | 633F: | | | | | | | | |  Pence-----------| 0-3 |Sandy loam |SM |A-4 | 0 | 0-15 |80-100|75-100|50-85  | 3-8 |Sandy loam, |SC-SM, SM |A-2-4, A-4 | 0 | 0-15 |80-100|75-100|45-95  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | loamy sand | | | | | | |  | 8-15 |Gravelly sandy |SM, SC-SM |A-1-b, A-2-4,| 0 | 0-15 |55-100|50-100|30-95  | | loam, sandy | | A-4 | | | | |  | | loam, loam, | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-21 |Gravelly coarse|GP-GM, SP-SM,|A-1-b, A-3 | 0 | 0-15 |45-100|40-95 |20-70  | | sand, loamy | SM, GM | | | | | |  | | sand, sand, | | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 21-60 |Stratified sand|GP, SP-SM, |A-1, A-2, A-3| 0 | 0-15 |45-100|40-95 |15-65  | | to very | SP, GP-GM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 633F: | | | | | | | | |  Padus-----------| 0-2 |Sandy loam |SM |A-1-b, A-2, | 0 | 0-7 |80-100|75-100|30-90  | | | | A-4 | | | | |  | 2-3 |Sandy loam, |SM, SC-SM |A-1-b, A-2, | 0 | 0-7 |80-100|75-100|30-90  | | fine sandy | | A-4 | | | | |  | | loam, loam | | | | | | |  | 3-19 |Sandy loam, |SM, SC, SC-SM|A-1-b, A-2, | 0 | 0-7 |80-100|75-100|30-90  | | loam, fine | | A-4 | | | | |  | | sandy loam | | | | | | |  | 19-26 |Sandy loam, |SM, SC-SM, SC|A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-90  | | gravelly loam,| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 26-38 |Sandy loam, |CL-ML, SC, |A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-90  | | gravelly loam,| SC-SM, SM | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 38-60 |Stratified sand|GP, GP-GM, |A-1, A-2, A-3| 0 | 0-15 |45-100|40-95 |15-65  | | to very | SP, SP-SM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 648B: | | | | | | | | |  Sconsin---------| 0-4 |Silt loam |CL-ML |A-4 | 0 | 0-7 |92-100|91-100|81-94  | 4-5 |Silt loam |ML, CL-ML |A-4 | 0 | 0-7 |92-100|91-100|79-96  | 5-10 |Silt loam |CL-ML, ML |A-4 | 0 | 0-7 |92-100|91-100|79-96  | 10-18 |Silt loam |CL-ML, ML |A-4 | 0 | 0-7 |92-100|91-100|79-96  | 18-27 |Silt loam |CL-ML, ML |A-4 | 0 | 0-7 |92-100|91-100|79-96  | 27-34 |Loam, gravelly |ML, SM, SC, |A-2, A-4 | 0 | 0-15 |50-100|45-100|37-92  | | sandy loam, | CL | | | | | |  | | very gravelly | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 34-38 |Sandy loam, |SM, SC |A-1-b, A-2, | 0 | 0-15 |54-100|50-100|36-82  | | gravelly loam,| | A-4 | | | | |  | | very gravelly | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 38-60 |Stratified sand|GP, GP-GM, |A-1, A-2, A-3| 0 | 0-15 |30-96 |27-95 |15-58  | | to very | SP, SP-SM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 670C: | | | | | | | | |  Keweenaw--------| 0-2 |Sandy loam |SC, SC-SM, SM|A-2 | 0-2 | 0-20 |90-100|75-100|55-80  | 2-4 |Cobbly loamy |SM, SC-SM, SC|A-1-b, A-2, | 0 | 0-50 |85-100|65-100|45-75  | | sand, gravelly| | A-2-4 | | | | |  | | loamy fine | | | | | | |  | | sand, loamy | | | | | | |  | | sand, sandy | | | | | | |  | | loam | | | | | | |  | 4-16 |Loamy sand, |SC, SC-SM, SM|A-2, A-1-b, | 0 | 0-25 |85-100|65-100|45-75  | | gravelly loamy| | A-2-4 | | | | |  | | sand, cobbly | | | | | | |  | | loamy fine | | | | | | |  | | sand, sandy | | | | | | |  | | loam | | | | | | |  | 16-20 |Loamy sand, |SC, SC-SM, |A-2, A-1-b | 0 | 0-25 |85-100|65-100|45-75  | | cobbly loamy | SM, SP-SM | | | | | |  | | fine sand, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand, sand | | | | | | |  | 20-27 |Loamy sand, |SP-SM, SM, |A-1-b, A-2, | 0 | 0-25 |85-100|65-100|45-75  | | cobbly sand, | SC-SM, SC | A-2-4 | | | | |  | | gravelly loamy| | | | | | |  | | fine sand | | | | | | |  | 27-43 |Sand, cobbly |SC-SM, SC, |A-3, A-1-b, | 0 | 0-25 |85-100|65-100|40-80  | | loamy sand, | SM, SP-SM | A-2, A-2-4 | | | | |  | | gravelly loamy| | | | | | |  | | fine sand, | | | | | | |  | | sandy loam | | | | | | |  | 43-75 |Loamy sand, |SC, SC-SM, SM|A-1-b, A-2, | 0 | 0-25 |85-100|65-100|45-80  | | sandy loam, | | A-2-4 | | | | |  | | gravelly loamy| | | | | | |  | | fine sand, | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 75-80 |Loamy sand, |SC, SC-SM, |A-1-b, A-2, | 0 | 0-25 |85-100|65-100|45-75  | | gravelly loamy| SM, SP-SM | A-2-4 | | | | |  | | sand, cobbly | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 670C: | | | | | | | | |  Pence-----------| 0-3 |Sandy loam |SM |A-4 | 0-2 | 0-15 |80-100|75-100|50-85  | 3-8 |Sandy loam, |SM, SC-SM |A-2-4, A-4 | 0 | 0-15 |80-100|75-100|45-95  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | loamy sand | | | | | | |  | 8-15 |Gravelly sandy |SC-SM, SM |A-1-b, A-2-4,| 0 | 0-15 |55-100|50-100|30-95  | | loam, sandy | | A-4 | | | | |  | | loam, loam, | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-21 |Gravelly coarse|SP-SM, SM, |A-1-b, A-3 | 0 | 0-15 |45-100|40-95 |20-70  | | sand, loamy | GP-GM, GM | | | | | |  | | sand, sand, | | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 21-60 |Stratified sand|SP-SM, SP, |A-1, A-2, A-3| 0 | 0-15 |45-100|40-95 |15-65  | | to very | GP-GM, GP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 670E: | | | | | | | | |  Keweenaw--------| 0-2 |Sandy loam |SC, SM, SC-SM|A-2 | 0-2 | 0-20 |90-100|75-100|55-80  | 2-4 |Gravelly loamy |SM, SC-SM, SC|A-1-b, A-2, | 0 | 0-50 |85-100|65-100|45-75  | | fine sand, | | A-2-4 | | | | |  | | loamy sand, | | | | | | |  | | sandy loam, | | | | | | |  | | cobbly loamy | | | | | | |  | | sand | | | | | | |  | 4-16 |Gravelly loamy |SM, SC-SM, SC|A-2, A-1-b, | 0 | 0-25 |85-100|65-100|45-75  | | sand, loamy | | A-2-4 | | | | |  | | sand, cobbly | | | | | | |  | | loamy fine | | | | | | |  | | sand, sandy | | | | | | |  | | loam | | | | | | |  | 16-20 |Loamy sand, |SC-SM, SC, |A-2, A-1-b | 0 | 0-25 |85-100|65-100|45-75  | | cobbly loamy | SP-SM, SM | | | | | |  | | fine sand, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand, sand | | | | | | |  | 20-27 |Loamy sand, |SP-SM, SC, |A-1-b, A-2, | 0 | 0-25 |85-100|65-100|45-75  | | cobbly sand, | SC-SM, SM | A-2-4 | | | | |  | | gravelly loamy| | | | | | |  | | fine sand | | | | | | |  | 27-43 |Sand, cobbly |SP-SM, SC, |A-3, A-1-b, | 0 | 0-25 |85-100|65-100|40-80  | | loamy sand, | SC-SM, SM | A-2, A-2-4 | | | | |  | | gravelly loamy| | | | | | |  | | fine sand, | | | | | | |  | | sandy loam | | | | | | |  | 43-75 |Loamy sand, |SC-SM, SC, SM|A-1-b, A-2, | 0 | 0-25 |85-100|65-100|45-80  | | sandy loam, | | A-2-4 | | | | |  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 75-80 |Loamy sand, |SC, SC-SM, |A-1-b, A-2, | 0 | 0-25 |85-100|65-100|45-75  | | gravelly loamy| SM, SP-SM | A-2-4 | | | | |  | | sand, cobbly | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 670E: | | | | | | | | |  Pence-----------| 0-3 |Sandy loam |SM |A-4 | 0-2 | 0-15 |80-100|75-100|50-85  | 3-8 |Sandy loam, |SC-SM, SM |A-2-4, A-4 | 0 | 0-15 |80-100|75-100|45-95  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | loamy sand | | | | | | |  | 8-15 |Gravelly sandy |SM, SC-SM |A-1-b, A-2-4,| 0 | 0-15 |55-100|50-100|30-95  | | loam, sandy | | A-4 | | | | |  | | loam, loam, | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-21 |Gravelly coarse|GM, SP-SM, |A-1-b, A-3 | 0 | 0-15 |45-100|40-95 |20-70  | | sand, loamy | SM, GP-GM | | | | | |  | | sand, sand, | | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 21-60 |Stratified sand|GP-GM, SP-SM,|A-1, A-2, A-3| 0 | 0-15 |45-100|40-95 |15-65  | | to very | GP, SP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 671B: | | | | | | | | |  Spoonerhill, | | | | | | | | |  stony----------| 0-3 |Sandy loam |SC, SC-SM, SM|A-2, A-4 | 0-2 | 0-15 |85-100|80-95 |55-75  | 3-12 |Gravelly sandy |SM, SC-SM, SC|A-1-b, A-2, | 0 | 0-15 |60-100|50-95 |35-75  | | loam, loamy | | A-4 | | | | |  | | sand, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 12-16 |Gravelly loamy |SP-SM, SM, |A-1-b, A-2 | 0 | 0-15 |60-100|50-95 |35-75  | | sand, loamy | SC, SC-SM | | | | | |  | | sand, sandy | | | | | | |  | | loam | | | | | | |  | 16-34 |Loamy sand, |SC, SC-SM, |A-1-b, A-2 | 0 | 0-15 |60-100|50-95 |35-75  | | sand, gravelly| SM, SP-SM | | | | | |  | | loamy sand | | | | | | |  | 34-46 |Sand, loamy |SC, SC-SM, |A-1-b, A-2 | 0 | 0-15 |60-100|50-95 |35-75  | | sand, gravelly| SM, SP-SM | | | | | |  | | loamy sand | | | | | | |  | 46-80 |Gravelly loamy |SC, SC-SM, |A-1-b, A-2 | 0 | 0-15 |60-100|50-95 |35-75  | | sand, loamy | SM, SP-SM | | | | | |  | | sand, sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 671B: | | | | | | | | |  Spoonerhill-----| 0-3 |Sandy loam |SM, SC-SM, SC|A-2, A-4 | 0 | 0-15 |85-100|80-95 |55-75  | 3-12 |Gravelly sandy |SC-SM, SC, SM|A-1-b, A-2, | 0 | 0-15 |60-100|50-95 |35-75  | | loam, loamy | | A-4 | | | | |  | | sand, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 12-16 |Gravelly loamy |SP-SM, SC-SM,|A-1-b, A-2 | 0 | 0-15 |60-100|50-95 |35-75  | | sand, loamy | SM, SC | | | | | |  | | sand, sandy | | | | | | |  | | loam | | | | | | |  | 16-34 |Loamy sand, |SM, SC-SM, |A-1-b, A-2 | 0 | 0-15 |60-100|50-95 |35-75  | | sand, gravelly| SP-SM, SC | | | | | |  | | loamy sand | | | | | | |  | 34-46 |Sand, loamy |SP-SM, SM, |A-1-b, A-2 | 0 | 0-15 |60-100|50-95 |35-75  | | sand, gravelly| SC-SM, SC | | | | | |  | | loamy sand | | | | | | |  | 46-80 |Gravelly loamy |SC, SM, |A-1-b, A-2 | 0 | 0-15 |60-100|50-95 |35-75  | | sand, loamy | SC-SM, SP-SM| | | | | |  | | sand, sand | | | | | | |  | | | | | | | | | 680B: | | | | | | | | |  Stanberry, stony| 0-1 |Highly |PT |A-8 | 0-5 | 0-7 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Sandy loam, |SM, SC-SM, |A-2-4, A-4 | 0-5 | 0-7 |90-100|85-100|55-95  | | loam, fine | ML, CL-ML | | | | | |  | | sandy loam | | | | | | |  | 3-19 |Sandy loam, |CL-ML, ML, |A-2-4, A-4 | 0-5 | 0-7 |90-100|70-100|55-95  | | loam, gravelly| SC-SM, SM | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 19-24 |Sandy loam, |SC-SM, SM |A-2-4, A-4 | 0-5 | 0-7 |75-100|70-100|40-70  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 24-32 |Sandy loam, |SC-SM |A-2-4, A-4 | 0-5 | 0-7 |75-100|70-100|40-70  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 32-42 |Loamy sand, |SM, SC-SM |A-1-b, A-2-4 | 0-5 | 0-7 |75-100|70-100|35-75  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 42-80 |Loamy sand, |GC-GM, SC-SM,|A-1-b, A-2-4 | 0-5 | 0-7 |60-95 |55-90 |30-75  | | gravelly loamy| SM, GM | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 680B: | | | | | | | | |  Pence, stony----| 0-3 |Sandy loam |SM |A-4 | 0 | 0-15 |80-100|75-100|50-85  | 3-8 |Sandy loam, |SM, SC-SM |A-2-4, A-4 | 0 | 0-15 |80-100|75-100|45-95  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | loamy sand | | | | | | |  | 8-15 |Gravelly sandy |SM, SC-SM |A-1-b, A-2-4,| 0 | 0-15 |55-100|50-100|30-95  | | loam, sandy | | A-4 | | | | |  | | loam, loam, | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-21 |Gravelly coarse|GP-GM, SM, |A-1-b, A-3 | 0 | 0-15 |45-100|40-95 |20-70  | | sand, loamy | SP-SM, GM | | | | | |  | | sand, sand, | | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 21-60 |Stratified sand|SP-SM, SP, |A-2, A-3, A-1| 0 | 0-15 |45-100|40-95 |15-65  | | to very | GP, GP-GM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 683A: | | | | | | | | |  Tipler----------| 0-3 |Sandy loam |SM |A-2, A-4 | 0 | 0-7 |80-100|75-100|30-90  | 3-5 |Sandy loam, |SM, SC-SM |A-2, A-4 | 0 | 0-7 |55-100|50-100|30-95  | | gravelly fine | | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 5-19 |Sandy loam, |SC-SM, SC, SM|A-2, A-4 | 0 | 0-7 |55-100|50-100|45-95  | | loam, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 19-26 |Sandy loam, |SM, SC, |A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-95  | | fine sandy | CL-ML, SC-SM| | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 26-33 |Sandy loam, |SC-SM, CL-ML,|A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-95  | | fine sandy | SC, SM | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 33-60 |Stratified sand|SP-SM, SP, |A-3, A-1, A-2| 0 | 0-7 |45-100|40-95 |15-65  | | to very | GP-GM, GP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 706A: | | | | | | | | |  Winterfield-----| 0-7 |Very fine sandy|SM, SC-SM |A-4 | 0 | 0 | 100 |95-100|85-10 | | loam | | | | | | |  | 7-60 |Sand, gravelly |SP-SM, SM |A-1-b, A-2-4,| 0 | 0 |60-100|60-100|40-75  | | sand, gravelly| | A-3 | | | | |  | | loamy sand, | | | | | | |  | | loamy sand | | | | | | |  | | | | | | | | |  Totagatic-------| 0-4 |Fine sandy loam|SM, CL, ML, |A-4 | 0 | 0 | 100 | 100 |70-85  | | | SC | | | | | |  | 4-8 |Loamy fine |SM |A-2 | 0 | 0 | 100 | 100 |50-80  | | sand, loamy | | | | | | |  | | sand, fine | | | | | | |  | | sand, sand | | | | | | |  | 8-17 |Fine sand, |SM |A-2 | 0 | 0 | 100 | 100 |50-80  | | sand, loamy | | | | | | |  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 17-28 |Fine sand, |SM |A-2, A-3 | 0 | 0 | 100 | 100 |50-80  | | sand, loamy | | | | | | |  | | sand, coarse | | | | | | |  | | sand, mucky | | | | | | |  | | sand | | | | | | |  | 28-46 |Sand, fine |SM |A-2, A-3 | 0 | 0 | 100 | 100 |50-80  | | sand, loamy | | | | | | |  | | sand, coarse | | | | | | |  | | sand, mucky | | | | | | |  | | sand | | | | | | |  | 46-70 |Sand, coarse |SM |A-2, A-3 | 0 | 0 | 100 | 100 |50-80  | | sand, loamy | | | | | | |  | | sand, fine | | | | | | |  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 70-80 |Sand, coarse |SM |A-2, A-3 | 0 | 0 | 100 | 100 |50-80  | | sand, fine | | | | | | |  | | sand, loamy | | | | | | |  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pas Map symbol | Depth | USDA texture |___________________________|_____________| sieve number and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 724A: | | | | | | | | |  Rib-------------| 0-7 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0-7 |95-100|90-100|90-1 | 7-10 |Silt loam |CL-ML |A-4 | 0 | 0-7 |95-100|90-100|90-1 | 10-32 |Silt loam, |CL |A-6 | 0 | 0-7 |95-100|90-100|90-1 | | silty clay | | | | | | |  | | loam | | | | | | |  | 32-35 |Loam, gravelly |SM, ML, CL, |A-1, A-2, | 0 | 0-7 |55-100|45-100|35-9 | | loam, sandy | SC | A-4, A-6 | | | | |  | | loam | | | | | | |  | 35-37 |Gravelly loamy |GP-GM, SP-SM,|A-1-b, A-3 | 0 | 0-7 |30-100|25-100|25-7 | | sand, loamy | GM, SM | | | | | |  | | sand, loamy | | | | | | |  | | coarse sand, | | | | | | |  | | very gravelly | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 37-60 |Stratified sand|SP, SP-SM, |A-1, A-2, A-3| 0 | 0-7 |45-100|40-95 |15-6 | | to very | GP-GM, GP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | |  Rock outcrop. | | | | | | | | |  | | | | | | | | | 726B: | | | | | | | | |  Sissabagama-----| 0-10 |Loamy sand |SC-SM, SM |A-2-4 | 0 | 0 |90-100|80-100|55-8 | 10-31 |Sand, loamy |SC-SM, SM |A-2-4, A-3 | 0 | 0 |90-100|80-100|55-7 | | sand | | | | | | |  | 31-45 |Sand, loamy |SM |A-2, A-3 | 0 | 0 |90-100|80-100|55-7 | | sand | | | | | | |  | 45-80 |Stratified very|CL-ML, CL, |A-4 | 0 | 0 |95-100|90-100|90-1 | | fine sand to | SC-SM | | | | | |  | | silt | | | | | | |  | | | | | | | | | 733A: | | | | | | | | |  Wozny-----------| 0-3 |Muck |PT |A-8 | 2-3 | 0 | 100 | 100 | 100  | 3-17 |Silt loam |ML, CL-ML |A-4 | 0-5 | 0-7 |80-100|75-100|70-1 | 17-37 |Silt loam |CL-ML, CL |A-4 | 0-5 | 0-7 |80-100|75-100|70-1 | 37-56 |Stratified |SM, SC-SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-9 | | sandy loam to | | | | | | |  | | gravelly loam | | | | | | |  | 56-80 |Loamy sand, |SM, SC-SM |A-1, A-2-4 | 0-5 | 0-7 |60-100|50-90 |25-7 | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 771A: | | | | | | | | |  Lenroot---------| 0-4 |Loamy sand |SM, SC-SM |A-1, A-2 | 0 | 0 |85-100|75-100|40-75  | 4-8 |Loamy sand, |SM, SP-SM |A-1, A-2 | 0 | 0 |60-95 |50-90 |25-70  | | coarse sand, | | | | | | |  | | gravelly sand,| | | | | | |  | | gravelly loamy| | | | | | |  | | coarse sand | | | | | | |  | 8-14 |Loamy coarse |SM, SP-SM |A-1, A-2, A-3| 0 | 0 |60-95 |50-90 |25-70  | | sand, coarse | | | | | | |  | | sand, gravelly| | | | | | |  | | sand, loamy | | | | | | |  | | sand | | | | | | |  | 14-21 |Gravelly coarse|SM, SP-SM |A-1, A-2, A-3| 0 | 0 |60-95 |50-90 |25-65  | | sand, gravelly| | | | | | |  | | sand, sand | | | | | | |  | 21-80 |Stratified |SP-SM, SM |A-2, A-1, A-3| 0 | 0 |60-95 |50-90 |25-65  | | coarse sand to| | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 827A: | | | | | | | | |  Scoba-----------| 0-9 |Sandy loam |SC, SM |A-2-4, A-4 | 0 | 0-9 |80-100|75-100|50-80  | 9-16 |Sandy loam, |GM, SC, SM |A-1-b, A-2-4,| 0 | 0-9 |55-100|50-100|35-80  | | loam, gravelly| | A-4 | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 16-20 |Sandy loam, |SM, GM, SC |A-1-b, A-2-4,| 0 | 0-9 |55-100|50-100|35-75  | | gravelly loam,| | A-4 | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 20-26 |Sandy loam, |GM, SC, SM |A-1-b, A-2-4,| 0 | 0-9 |55-100|50-100|35-75  | | gravelly loam,| | A-4 | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 26-31 |Loamy sand, |GM, SM |A-1-a, A-2-4,| 0 | 0-25 |30-100|25-100|15-80  | | very gravelly | | A-3 | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 31-60 |Stratified sand|GP, GP-GM, |A-1, A-2, A-3| 0 | 0-25 |30-100|25-95 |15-65  | | to very | SP, SP-SM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 853C: | | | | | | | | |  Frogcreek-------| 0-4 |Silt loam |CL-ML, ML |A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 4-13 |Silt loam, silt|ML, CL-ML |A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 13-19 |Sandy loam, |SC, SM |A-1-b, A-2-4 | 0-5 | 0-7 |60-100|50-90 |30-90  | | loam, silt | | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 19-32 |Sandy loam, |SM, SC |A-1-b, A-2-4 | 0-5 | 0-7 |60-100|50-90 |30-80  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 32-46 |Gravelly sandy |SM, SC |A-1-b, A-2-4 | 0-5 | 0-7 |60-100|50-90 |30-80  | | loam, sandy | | | | | | |  | | loam, loam | | | | | | |  | 46-80 |Gravelly loamy |SP-SM, SM, |A-1, A-2-4 | 0-5 | 0-7 |60-100|50-90 |25-70  | | sand, loamy | SC-SM | | | | | |  | | sand | | | | | | |  | | | | | | | | |  Stinnett--------| 0-4 |Silt loam |ML, CL-ML |A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 4-7 |Silt loam, silt|CL-ML, ML |A-4 | 0-2 | 0-5 |90-100|85-100|70-10 | 7-18 |Silt loam, silt|ML, CL-ML |A-4 | 0-2 | 0-5 |90-100|85-100|70-10 | 18-29 |Silt loam |CL-ML, CL |A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 29-34 |Loam, sandy |SM, SC |A-1-b, A-2-4,| 0-5 | 0-7 |60-100|50-90 |30-90  | | loam, gravelly| | A-4 | | | | |  | | sandy loam | | | | | | |  | 34-41 |Sandy loam, |SM, SC |A-1-b, A-2-4,| 0-5 | 0-7 |60-100|50-90 |30-90  | | loam, gravelly| | A-4 | | | | |  | | sandy loam | | | | | | |  | 41-55 |Loamy sand, |SC-SM, SM |A-1, A-2-4 | 0-5 | 0-7 |60-100|50-90 |25-70  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 55-80 |Loamy sand, |SC-SM, SM |A-1, A-2-4 | 0-5 | 0-7 |60-100|50-90 |25-70  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | | | | | | | | |  Wozny-----------| 0-3 |Muck |PT |A-8 | 2-3 | 0 | 100 | 100 | 100  | 3-17 |Silt loam |CL-ML, ML |A-4 | 0-5 | 0-7 |80-100|75-100|70-10 | 17-37 |Silt loam |CL, CL-ML |A-4 | 0-5 | 0-7 |80-100|75-100|70-10 | 37-56 |Stratified |SC-SM, SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | sandy loam to | | | | | | |  | | gravelly loam | | | | | | |  | 56-80 |Loamy sand, |SC-SM, SM |A-1, A-2-4 | 0-5 | 0-7 |60-100|50-90 |25-70  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 856B: | | | | | | | | |  Stinnett--------| 0-4 |Silt loam |CL-ML, ML |A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 4-7 |Silt loam, silt|ML, CL-ML |A-4 | 0-2 | 0-5 |90-100|85-100|70-10 | 7-18 |Silt, silt loam|ML, CL-ML |A-4 | 0-2 | 0-5 |90-100|85-100|70-10 | 18-29 |Silt loam |CL-ML, CL |A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 29-34 |Loam, sandy |SM, SC |A-1-b, A-2-4,| 0-5 | 0-7 |60-100|50-90 |30-90  | | loam, gravelly| | A-4 | | | | |  | | sandy loam | | | | | | |  | 34-41 |Sandy loam, |SM, SC |A-1-b, A-2-4,| 0-5 | 0-7 |60-100|50-90 |30-90  | | loam, gravelly| | A-4 | | | | |  | | sandy loam | | | | | | |  | 41-55 |Loamy sand, |SM, SC-SM |A-1, A-2-4 | 0-5 | 0-7 |60-100|50-90 |25-70  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 55-80 |Loamy sand, |SM, SC-SM |A-1, A-2-4 | 0-5 | 0-7 |60-100|50-90 |25-70  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 857B: | | | | | | | | |  Frogcreek-------| 0-4 |Silt loam |ML, CL-ML |A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 4-13 |Silt loam, silt|CL-ML, ML |A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 13-19 |Silt loam, |SC, SM |A-1-b, A-2-4 | 0-5 | 0-7 |60-100|50-90 |30-90  | | loam, sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 19-32 |Sandy loam, |SC, SM |A-1-b, A-2-4 | 0-5 | 0-7 |60-100|50-90 |30-80  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 32-46 |Gravelly sandy |SC, SM |A-1-b, A-2-4 | 0-5 | 0-7 |60-100|50-90 |30-80  | | loam, sandy | | | | | | |  | | loam, loam | | | | | | |  | 46-80 |Gravelly loamy |SM, SP-SM, |A-1, A-2-4 | 0-5 | 0-7 |60-100|50-90 |25-70  | | sand, loamy | SC-SM | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 857C: | | | | | | | | |  Frogcreek-------| 0-4 |Silt loam |CL-ML, ML |A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 4-13 |Silt loam, silt|CL-ML, ML |A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 13-19 |Silt loam, |SC, SM |A-1-b, A-2-4 | 0-5 | 0-7 |60-100|50-90 |30-90  | | loam, sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 19-32 |Sandy loam, |SC, SM |A-1-b, A-2-4 | 0-5 | 0-7 |60-100|50-90 |30-80  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 32-46 |Gravelly sandy |SC, SM |A-1-b, A-2-4 | 0-5 | 0-7 |60-100|50-90 |30-80  | | loam, sandy | | | | | | |  | | loam, loam | | | | | | |  | 46-80 |Gravelly loamy |SP-SM, SM, |A-1, A-2-4 | 0-5 | 0-7 |60-100|50-90 |25-70  | | sand, loamy | SC-SM | | | | | |  | | sand | | | | | | |  | | | | | | | | | 873B: | | | | | | | | |  Stanberry-------| 0-1 |Highly |PT |A-8 | 0-5 | 0-7 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Sandy loam, |CL-ML, ML, |A-2-4, A-4 | 0-5 | 0-7 |90-100|85-100|55-95  | | loam, fine | SC-SM, SM | | | | | |  | | sandy loam | | | | | | |  | 3-19 |Sandy loam, |SC-SM, ML, |A-2-4, A-4 | 0-5 | 0-7 |90-100|70-100|55-95  | | loam, gravelly| CL-ML, SM | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 19-24 |Sandy loam, |SM, SC-SM |A-2-4, A-4 | 0-5 | 0-7 |75-100|70-100|40-70  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 24-32 |Sandy loam, |SC-SM |A-2-4, A-4 | 0-5 | 0-7 |75-100|70-100|40-70  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 32-42 |Loamy sand, |SM, SC-SM |A-1-b, A-2-4 | 0-5 | 0-7 |75-100|70-100|35-75  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 42-80 |Loamy sand, |SM, SC-SM, |A-1-b, A-2-4 | 0-5 | 0-7 |60-95 |55-90 |30-75  | | gravelly loamy| GM, GC-GM | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 873C: | | | | | | | | |  Stanberry-------| 0-1 |Highly |PT |A-8 | 0-5 | 0-7 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Sandy loam, |SC-SM, ML, |A-2-4, A-4 | 0-5 | 0-7 |90-100|85-100|55-95  | | loam, fine | CL-ML, SM | | | | | |  | | sandy loam | | | | | | |  | 3-19 |Sandy loam, |CL-ML, ML, |A-2-4, A-4 | 0-5 | 0-7 |90-100|70-100|55-95  | | loam, gravelly| SC-SM, SM | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 19-24 |Sandy loam, |SC-SM, SM |A-2-4, A-4 | 0-5 | 0-7 |75-100|70-100|40-70  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 24-32 |Sandy loam, |SC-SM |A-2-4, A-4 | 0-5 | 0-7 |75-100|70-100|40-70  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 32-42 |Loamy sand, |SM, SC-SM |A-1-b, A-2-4 | 0-5 | 0-7 |75-100|70-100|35-75  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 42-80 |Loamy sand, |GC-GM, GM, |A-1-b, A-2-4 | 0-5 | 0-7 |60-95 |55-90 |30-75  | | gravelly loamy| SC-SM, SM | | | | | |  | | sand | | | | | | |  | | | | | | | | | 873D: | | | | | | | | |  Stanberry-------| 0-1 |Highly |PT |A-8 | 0-5 | 0-7 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Sandy loam, |SC-SM, CL-ML,|A-2-4, A-4 | 0-5 | 0-7 |90-100|85-100|55-95  | | loam, fine | ML, SM | | | | | |  | | sandy loam | | | | | | |  | 3-19 |Sandy loam, |SM, SC-SM, |A-2-4, A-4 | 0-5 | 0-7 |90-100|70-100|55-95  | | loam, gravelly| ML, CL-ML | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 19-24 |Sandy loam, |SM, SC-SM |A-2-4, A-4 | 0-5 | 0-7 |75-100|70-100|40-70  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 24-32 |Sandy loam, |SC-SM |A-2-4, A-4 | 0-5 | 0-7 |75-100|70-100|40-70  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 32-42 |Loamy sand, |SM, SC-SM |A-1-b, A-2-4 | 0-5 | 0-7 |75-100|70-100|35-75  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 42-80 |Loamy sand, |SM, SC-SM, |A-1-b, A-2-4 | 0-5 | 0-7 |60-95 |55-90 |30-75  | | gravelly loamy| GM, GC-GM | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 905A: | | | | | | | | |  Cublake---------| 0-3 |Loamy sand |SM |A-2 | 0 | 0 |80-100|75-100|50-75  | 3-4 |Loamy sand, |SM |A-2-4 | 0 | 0 |80-100|75-100|50-80  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 4-23 |Loamy sand, |SM |A-2-4 | 0 | 0 |80-100|75-100|50-80  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 23-32 |Sand, fine |SM |A-3 | 0 | 0 |80-100|75-100|50-70  | | sand, loamy | | | | | | |  | | sand | | | | | | |  | 32-40 |Sand, fine sand|SM |A-3 | 0 | 0 |80-100|75-100|50-70  | 40-48 |Fine sand, sand|SM |A-3 | 0 | 0 |80-100|75-100|50-70  | 48-60 |Stratified very|SC-SM, CL, |A-4, A-6 | 0 | 0 |95-100|90-100|75-10 | | fine sandy | CL-ML | | | | | |  | | loam to silt | | | | | | |  | | loam | | | | | | |  | | | | | | | | | 926A: | | | | | | | | |  Flink-----------| 0-3 |Loamy sand |SM |A-2 | 0 | 0 |90-100|85-100|60-75  | 3-6 |Sand, loamy |SM |A-3 | 0 | 0 |90-100|85-100|55-70  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 6-9 |Sand, loamy |SM |A-3 | 0 | 0 |90-100|85-100|55-70  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 9-26 |Sand, loamy |SM |A-3 | 0 | 0 |90-100|85-100|55-70  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 26-35 |Sand, fine sand|SM |A-3 | 0 | 0 |90-100|85-100|55-70  | 35-46 |Sand, fine sand|SM |A-3 | 0 | 0 |90-100|85-100|55-70  | 46-52 |Stratified silt|CL, CL-ML, |A-4, A-6 | 0 | 0 |90-100|85-100|80-10 | | to silty clay | SC-SM | | | | | |  | | loam | | | | | | |  | 52-80 |Stratified silt|CL-ML, CL, |A-4, A-6 | 0 | 0 |90-100|85-100|75-95  | | to silty clay | SC, SC-SM | | | | | |  | | loam to loamy | | | | | | |  | | very fine sand| | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 943D: | | | | | | | | |  Stanberry-------| 0-1 |Highly |PT |A-8 | 0-5 | 0-7 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Sandy loam, |CL-ML, ML, |A-2-4, A-4 | 0-5 | 0-7 |90-100|85-100|55-95  | | loam, fine | SC-SM, SM | | | | | |  | | sandy loam | | | | | | |  | 3-19 |Sandy loam, |SM, ML, |A-2-4, A-4 | 0-5 | 0-7 |90-100|70-100|55-95  | | loam, gravelly| CL-ML, SC-SM| | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 19-24 |Sandy loam, |SM, SC-SM |A-2-4, A-4 | 0-5 | 0-7 |75-100|70-100|40-70  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 24-32 |Sandy loam, |SC-SM |A-2-4, A-4 | 0-5 | 0-7 |75-100|70-100|40-70  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 32-42 |Loamy sand, |SC-SM, SM |A-1-b, A-2-4 | 0-5 | 0-7 |75-100|70-100|35-75  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 42-80 |Loamy sand, |SM, GM, |A-1-b, A-2-4 | 0-5 | 0-7 |60-95 |55-90 |30-75  | | gravelly loamy| SC-SM, GC-GM| | | | | |  | | sand | | | | | | |  | | | | | | | | |  Greenwood-------| 0-6 |Peat |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 6-60 |Mucky peat |PT |A-8 | 0 | 0 | 100 | 100 | ---  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 948A: | | | | | | | | |  Billyboy--------| 0-4 |Silt loam |CL-ML, ML |A-4 | 0 | 0-7 |95-100|90-100|70-10 | 4-11 |Silt loam |CL-ML, ML |A-4 | 0 | 0-7 |95-100|90-100|70-10 | 11-20 |Silt loam |CL-ML, ML |A-4 | 0 | 0-7 |95-100|90-100|70-10 | 20-26 |Loam, gravelly |ML, SC, CL, |A-1-b, A-2, | 0 | 0-7 |60-100|55-100|30-90  | | sandy loam, | SM | A-4 | | | | |  | | very gravelly | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 26-30 |Sandy loam, |CL, SM, SC, |A-1-b, A-2, | 0 | 0-7 |60-100|55-100|30-90  | | gravelly loam,| ML | A-4 | | | | |  | | very gravelly | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 30-35 |Loamy sand, |SM, GM |A-1-a, A-2, | 0 | 0-7 |45-100|40-95 |15-75  | | gravelly loamy| | A-3 | | | | |  | | coarse sand, | | | | | | |  | | very gravelly | | | | | | |  | | loamy sand, | | | | | | |  | | extremely | | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | 35-60 |Stratified sand|SP-SM, SP, |A-1, A-2, A-3| 0 | 0-7 |45-100|40-95 |15-65  | | to very | GP-GM, GP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 970C: | | | | | | | | |  Keweenaw--------| 0-2 |Sandy loam |SC, SM, SC-SM|A-2 | 0-2 | 0-20 |90-100|75-100|55-80  | 2-4 |Sandy loam, |SC, SC-SM, SM|A-1-b, A-2, | 0 | 0-50 |85-100|65-100|45-75  | | cobbly loamy | | A-2-4 | | | | |  | | sand, loamy | | | | | | |  | | sand, gravelly| | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 4-16 |Sandy loam, |SM, SC-SM, SC|A-2, A-1-b, | 0 | 0-25 |85-100|65-100|45-75  | | cobbly loamy | | A-2-4 | | | | |  | | fine sand, | | | | | | |  | | loamy sand, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 16-20 |Loamy sand, |SC-SM, SP-SM,|A-2, A-1-b | 0 | 0-25 |85-100|65-100|45-75  | | cobbly loamy | SM, SC | | | | | |  | | fine sand, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand, sand | | | | | | |  | 20-27 |Loamy sand, |SC, SC-SM, |A-1-b, A-2, | 0 | 0-25 |85-100|65-100|45-75  | | cobbly sand, | SM, SP-SM | A-2-4 | | | | |  | | gravelly loamy| | | | | | |  | | fine sand | | | | | | |  | 27-43 |Sand, cobbly |SP-SM, SM, |A-3, A-1-b, | 0 | 0-25 |85-100|65-100|40-80  | | loamy sand, | SC-SM, SC | A-2, A-2-4 | | | | |  | | gravelly loamy| | | | | | |  | | fine sand, | | | | | | |  | | sandy loam | | | | | | |  | 43-75 |Loamy sand, |SC, SC-SM, SM|A-1-b, A-2, | 0 | 0-25 |85-100|65-100|45-80  | | sandy loam, | | A-2-4 | | | | |  | | gravelly loamy| | | | | | |  | | fine sand, | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 75-80 |Loamy sand, |SM, SP-SM, |A-1-b, A-2, | 0 | 0-25 |85-100|65-100|45-75  | | gravelly loamy| SC-SM, SC | A-2-4 | | | | |  | | sand, cobbly | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 970C: | | | | | | | | |  Pence-----------| 0-3 |Sandy loam |SM |A-4 | 0 | 0-15 |80-100|75-100|50-85  | 3-8 |Sandy loam, |SC-SM, SM |A-2-4, A-4 | 0 | 0-15 |80-100|75-100|45-95  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | loamy sand | | | | | | |  | 8-15 |Gravelly sandy |SM, SC-SM |A-1-b, A-2-4,| 0 | 0-15 |55-100|50-100|30-95  | | loam, sandy | | A-4 | | | | |  | | loam, loam, | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-21 |Gravelly coarse|GM, GP-GM, |A-1-b, A-3 | 0 | 0-15 |45-100|40-95 |20-70  | | sand, loamy | SP-SM, SM | | | | | |  | | sand, sand, | | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 21-60 |Stratified sand|GP, GP-GM, |A-1, A-2, A-3| 0 | 0-15 |45-100|40-95 |15-65  | | to very | SP, SP-SM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | |  Greenwood-------| 0-6 |Peat |PT |A-8 | 0 | 0 | --- | --- | ---  | 6-60 |Mucky peat |PT |A-8 | 0 | 0 | --- | --- | ---  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pas Map symbol | Depth | USDA texture |___________________________|_____________| sieve number and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 970E: | | | | | | | | |  Keweenaw--------| 0-2 |Sandy loam |SC, SC-SM, SM|A-2 | 0-2 | 0-20 |90-100|75-100|55-8 | 2-4 |Gravelly loamy |SC, SC-SM, SM|A-1-b, A-2, | 0 | 0-50 |85-100|65-100|45-7 | | fine sand, | | A-2-4 | | | | |  | | cobbly loamy | | | | | | |  | | sand, loamy | | | | | | |  | | sand, sandy | | | | | | |  | | loam | | | | | | |  | 4-16 |Loamy sand, |SC-SM, SM, SC|A-2, A-1-b, | 0 | 0-25 |85-100|65-100|45-7 | | sandy loam, | | A-2-4 | | | | |  | | gravelly loamy| | | | | | |  | | sand, cobbly | | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 16-20 |Loamy sand, |SP-SM, SM, |A-2, A-1-b | 0 | 0-25 |85-100|65-100|45-7 | | cobbly loamy | SC-SM, SC | | | | | |  | | fine sand, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand, sand | | | | | | |  | 20-27 |Loamy sand, |SP-SM, SM, |A-1-b, A-2, | 0 | 0-25 |85-100|65-100|45-7 | | cobbly sand, | SC-SM, SC | A-2-4 | | | | |  | | gravelly loamy| | | | | | |  | | fine sand | | | | | | |  | 27-43 |Sand, cobbly |SP-SM, SM, |A-3, A-1-b, | 0 | 0-25 |85-100|65-100|40-8 | | loamy sand, | SC-SM, SC | A-2, A-2-4 | | | | |  | | gravelly loamy| | | | | | |  | | fine sand, | | | | | | |  | | sandy loam | | | | | | |  | 43-75 |Loamy sand, |SC-SM, SC, SM|A-1-b, A-2, | 0 | 0-25 |85-100|65-100|45-8 | | sandy loam, | | A-2-4 | | | | |  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 75-80 |Loamy sand, |SC-SM, SC, |A-1-b, A-2, | 0 | 0-25 |85-100|65-100|45-7 | | gravelly loamy| SM, SP-SM | A-2-4 | | | | |  | | sand, cobbly | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 970E: | | | | | | | | |  Pence-----------| 0-3 |Sandy loam |SM |A-4 | 0 | 0-15 |80-100|75-100|50-85  | 3-8 |Sandy loam, |SM, SC-SM |A-2-4, A-4 | 0 | 0-15 |80-100|75-100|45-95  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | loamy sand | | | | | | |  | 8-15 |Gravelly sandy |SM, SC-SM |A-1-b, A-2-4,| 0 | 0-15 |55-100|50-100|30-95  | | loam, sandy | | A-4 | | | | |  | | loam, loam, | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-21 |Gravelly coarse|GM, GP-GM, |A-1-b, A-3 | 0 | 0-15 |45-100|40-95 |20-70  | | sand, loamy | SP-SM, SM | | | | | |  | | sand, sand, | | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 21-60 |Stratified sand|SP-SM, SP, |A-1, A-2, A-3| 0 | 0-15 |45-100|40-95 |15-65  | | to very | GP-GM, GP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | |  Greenwood-------| 0-6 |Peat |PT |A-8 | 0 | 0 | --- | --- | ---  | 6-60 |Mucky peat |PT |A-8 | 0 | 0 | --- | --- | ---  | | | | | | | | | 1070C: | | | | | | | | |  Fremstadt-------| 0-5 |Sandy loam |SM, SC-SM |A-2 | 0-3 | 0-15 |75-100|70-95 |40-60  | 5-33 |Loamy sand, |SC-SM, SM |A-2, A-1-b | 0-3 | 0-15 |75-100|70-95 |30-75  | | sand | | | | | | |  | 33-37 |Sandy loam, |SC, SC-SM, SM|A-1-b, A-2 | 0-3 | 0-15 |70-100|65-95 |30-60  | | loamy sand, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 37-45 |Loamy sand, |SC, SC-SM, SM|A-1-b, A-2 | 0-3 | 0-15 |70-100|65-95 |30-60  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 45-70 |Loamy sand, |SM, SC-SM |A-1-b, A-2 | 0-3 | 0-15 |70-100|65-95 |30-50  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 70-80 |Loamy sand, |SC-SM, SM |A-1-b, A-2 | 0-3 | 0-15 |70-100|65-95 |30-50  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 1070C: | | | | | | | | |  Cress-----------| 0-3 |Sandy loam |SC, SM |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|55-80  | 3-15 |Sandy loam, |SC, SM |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-31 |Loamy sand, |SP-SM, SM |A-3 | 0 | 0-5 |55-100|50-95 |20-75  | | coarse sand, | | | | | | |  | | gravelly sand,| | | | | | |  | | very gravelly | | | | | | |  | | loamy sand | | | | | | |  | 31-36 |Gravelly loamy |SP-SM, SM |A-3 | 0 | 0-5 |55-100|50-100|20-75  | | sand, coarse | | | | | | |  | | sand, gravelly| | | | | | |  | | sand, very | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 36-60 |Stratified sand|SP, GP, |A-1, A-2, A-3| 0 | 0-5 |30-100|25-95 |15-65  | | to very | GP-GM, SP-SM| | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 1070D: | | | | | | | | |  Fremstadt-------| 0-5 |Sandy loam |SM, SC-SM |A-2 | 0-3 | 0-15 |75-100|70-95 |40-60  | 5-33 |Loamy sand, |SM, SC-SM |A-2, A-1-b | 0-3 | 0-15 |75-100|70-95 |30-75  | | sand | | | | | | |  | 33-37 |Sandy loam, |SC-SM, SC, SM|A-1-b, A-2 | 0-3 | 0-15 |70-100|65-95 |30-60  | | loamy sand, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 37-45 |Loamy sand, |SC, SC-SM, SM|A-1-b, A-2 | 0-3 | 0-15 |70-100|65-95 |30-60  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 45-70 |Loamy sand, |SC-SM, SM |A-1-b, A-2 | 0-3 | 0-15 |70-100|65-95 |30-50  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 70-80 |Loamy sand, |SC-SM, SM |A-1-b, A-2 | 0-3 | 0-15 |70-100|65-95 |30-50  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 1070D: | | | | | | | | |  Cress-----------| 0-3 |Sandy loam |SC, SM |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|55-80  | 3-15 |Sandy loam, |SC, SM |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-31 |Loamy sand, |SM, SP-SM |A-3 | 0 | 0-5 |55-100|50-95 |20-75  | | coarse sand, | | | | | | |  | | gravelly sand,| | | | | | |  | | very gravelly | | | | | | |  | | loamy sand | | | | | | |  | 31-36 |Gravelly loamy |SM, SP-SM |A-3 | 0 | 0-5 |55-100|50-100|20-75  | | sand, coarse | | | | | | |  | | sand, gravelly| | | | | | |  | | sand, very | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 36-60 |Stratified sand|SP-SM, GP, |A-1, A-2, A-3| 0 | 0-5 |30-100|25-95 |15-65  | | to very | GP-GM, SP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 1080B: | | | | | | | | |  Spoonerhill-----| 0-3 |Sandy loam |SM, SC-SM, SC|A-2, A-4 | 0 | 0-15 |85-100|80-95 |55-75  | 3-12 |Gravelly sandy |SC, SC-SM, SM|A-1-b, A-2, | 0 | 0-15 |60-100|50-95 |35-75  | | loam, loamy | | A-4 | | | | |  | | sand, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 12-16 |Gravelly loamy |SP-SM, SM, |A-1-b, A-2 | 0 | 0-15 |60-100|50-95 |35-75  | | sand, loamy | SC-SM, SC | | | | | |  | | sand, sandy | | | | | | |  | | loam | | | | | | |  | 16-34 |Loamy sand, |SC-SM, SP-SM,|A-1-b, A-2 | 0 | 0-15 |60-100|50-95 |35-75  | | sand, gravelly| SM | | | | | |  | | loamy sand | | | | | | |  | 34-46 |Sand, loamy |SP-SM, SM, |A-1-b, A-2 | 0 | 0-15 |60-100|50-95 |35-75  | | sand, gravelly| SC-SM | | | | | |  | | loamy sand | | | | | | |  | 46-80 |Gravelly loamy |SC-SM, SP-SM,|A-1-b, A-2 | 0 | 0-15 |60-100|50-95 |35-75  | | sand, loamy | SM | | | | | |  | | sand, sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 1080B: | | | | | | | | |  Spoonerhill, | | | | | | | | |  stony----------| 0-3 |Sandy loam |SM, SC, SC-SM|A-2, A-4 | 0-2 | 0-15 |85-100|80-95 |55-75  | 3-12 |Gravelly sandy |SM, SC-SM, SC|A-1-b, A-2, | 0 | 0-15 |60-100|50-95 |35-75  | | loam, loamy | | A-4 | | | | |  | | sand, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 12-16 |Gravelly loamy |SP-SM, SM, |A-1-b, A-2 | 0 | 0-15 |60-100|50-95 |35-75  | | sand, loamy | SC-SM, SC | | | | | |  | | sand, sandy | | | | | | |  | | loam | | | | | | |  | 16-34 |Loamy sand, |SP-SM, SM, |A-1-b, A-2 | 0 | 0-15 |60-100|50-95 |35-75  | | sand, gravelly| SC-SM, SC | | | | | |  | | loamy sand | | | | | | |  | 34-46 |Sand, loamy |SM, SC, |A-1-b, A-2 | 0 | 0-15 |60-100|50-95 |35-75  | | sand, gravelly| SP-SM, SC-SM| | | | | |  | | loamy sand | | | | | | |  | 46-80 |Gravelly loamy |SC, SC-SM, |A-1-b, A-2 | 0 | 0-15 |60-100|50-95 |35-75  | | sand, loamy | SM, SP-SM | | | | | |  | | sand, sand | | | | | | |  | | | | | | | | |  Cress-----------| 0-3 |Sandy loam |SC, SM |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|55-80  | 3-15 |Sandy loam, |SC, SM |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-31 |Loamy sand, |SM, SP-SM |A-3 | 0 | 0-5 |55-100|50-95 |20-75  | | coarse sand, | | | | | | |  | | gravelly sand,| | | | | | |  | | very gravelly | | | | | | |  | | loamy sand | | | | | | |  | 31-36 |Gravelly loamy |SP-SM, SM |A-3 | 0 | 0-5 |55-100|50-100|20-75  | | sand, coarse | | | | | | |  | | sand, gravelly| | | | | | |  | | sand, very | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 36-60 |Stratified sand|SP, GP-GM, |A-1, A-2, A-3| 0 | 0-5 |30-100|25-95 |15-65  | | to very | GP, SP-SM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 1653C: | | | | | | | | |  Stanberry-------| 0-1 |Highly |PT |A-8 | 0-5 | 0-7 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Sandy loam, |CL-ML, ML, |A-2-4, A-4 | 0-5 | 0-7 |90-100|85-100|55-95  | | loam, fine | SC-SM, SM | | | | | |  | | sandy loam | | | | | | |  | 3-19 |Sandy loam, |CL-ML, ML, |A-2-4, A-4 | 0-5 | 0-7 |90-100|70-100|55-95  | | loam, gravelly| SC-SM, SM | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 19-24 |Sandy loam, |SM, SC-SM |A-2-4, A-4 | 0-5 | 0-7 |75-100|70-100|40-70  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 24-32 |Sandy loam, |SC-SM |A-2-4, A-4 | 0-5 | 0-7 |75-100|70-100|40-70  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 32-42 |Loamy sand, |SM, SC-SM |A-1-b, A-2-4 | 0-5 | 0-7 |75-100|70-100|35-75  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 42-80 |Loamy sand, |GC-GM, GM, |A-1-b, A-2-4 | 0-5 | 0-7 |60-95 |55-90 |30-75  | | gravelly loamy| SC-SM, SM | | | | | |  | | sand | | | | | | |  | | | | | | | | |  Parkfalls-------| 0-5 |Sandy loam |SM |A-2-4 | 0-5 | 0-7 |90-100|85-100|55-70  | 5-8 |Sandy loam, |SM, SC-SM, |A-2, A-4 | 0-5 | 0-7 |90-100|85-100|55-95  | | fine sandy | ML, CL-ML | | | | | |  | | loam | | | | | | |  | 8-17 |Sandy loam, |SC-SM, CL-ML,|A-2, A-4 | 0-5 | 0-7 |90-100|70-100|55-95  | | loam, gravelly| ML, SM | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 17-30 |Sandy loam, |SC-SM, SM |A-2, A-4 | 0-5 | 0-7 |75-100|70-100|40-70  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 30-33 |Sandy loam, |SC-SM |A-2, A-4 | 0-5 | 0-7 |75-100|70-100|40-70  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 33-48 |Sandy loam, |SC-SM |A-1-b, A-2 | 0-5 | 0-7 |75-100|70-100|35-75  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 48-80 |Loamy sand, |SM, GC-GM, |A-1-b, A-2 | 0-5 | 0-7 |60-95 |55-90 |30-75  | | gravelly loamy| GM, SC-SM | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 1653C: | | | | | | | | |  Wozny-----------| 0-3 |Muck |PT |A-8 | 2-3 | 0 | 100 | 100 | 100  | 3-17 |Silt loam |CL-ML, ML |A-4 | 0-5 | 0-7 |80-100|75-100|70-10 | 17-37 |Silt loam |CL-ML, CL |A-4 | 0-5 | 0-7 |80-100|75-100|70-10 | 37-56 |Stratified |SC-SM, SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | sandy loam to | | | | | | |  | | gravelly loam | | | | | | |  | 56-80 |Loamy sand, |SC-SM, SM |A-1, A-2-4 | 0-5 | 0-7 |60-100|50-90 |25-70  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 2015. | | | | | | | | |  Pits | | | | | | | | |  | | | | | | | | | 2050. | | | | | | | | |  Landfill | | | | | | | | |  | | | | | | | | | 3011A: | | | | | | | | |  Barronett-------| 0-9 |Silt loam |CL, CL-ML, ML|A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | 9-16 |Silt loam |ML, CL-ML, CL|A-4 | 0 | 0 |98-100|95-100|90-10 | 16-34 |Silt loam, |CL |A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 34-60 |Stratified silt|CL-ML, CL, ML|A-4 | 0 | 0 |98-100|95-100|85-10 | | loam to very | | | | | | |  | | fine sand | | | | | | |  | | | | | | | | | 3125A: | | | | | | | | |  Meehan----------| 0-5 |Loamy sand |SM |A-2 | 0 | 0 |95-100|90-100|60-75  | 5-8 |Sand |SM |A-2 | 0 | 0 |95-100|90-100|60-75  | 8-28 |Sand |SM |A-2 | 0 | 0 |95-100|90-100|60-75  | 28-60 |Sand |SM |A-2, A-3 | 0 | 0 |95-100|90-100|60-70  | | | | | | | | | 3126A: | | | | | | | | |  Wurtsmith-------| 0-9 |Loamy sand |SM |A-2 | 0 | 0 |85-100|75-100|55-75  | 9-37 |Coarse sand, |SM |A-2, A-3 | 0 | 0 |85-100|75-100|50-70  | | sand | | | | | | |  | 37-60 |Sand, coarse |SM |A-2, A-3 | 0 | 0 |85-100|75-100|50-70  | | sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 3276A: | | | | | | | | |  Au Gres---------| 0-2 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-5 |Loamy sand |SP-SM, SM, |A-1-b, A-2-4,| 0 | 0 |95-100|85-100|25-75  | | | SC-SM | A-3 | | | | |  | 5-8 |Loamy sand, |SP-SM, SM, |A-1-b, A-2-4,| 0 | 0 |95-100|85-100|25-75  | | sand, loamy | SC-SM | A-3 | | | | |  | | coarse sand | | | | | | |  | 8-16 |Loamy sand, |SP-SM, SM, |A-1-b, A-2-4,| 0 | 0 |95-100|85-100|25-75  | | sand, loamy | SC-SM | A-3 | | | | |  | | coarse sand | | | | | | |  | 16-28 |Sand, loamy |SM, SP-SM, |A-2-4, A-3, | 0 | 0 |95-100|85-100|25-75  | | sand, coarse | SC-SM | A-1-b | | | | |  | | sand | | | | | | |  | 28-60 |Sand, coarse |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |95-100|85-100|25-70  | | sand | | A-3 | | | | |  | | | | | | | | | 3312B: | | | | | | | | |  Glendenning, | | | | | | | | |  very stony-----| 0-5 |Sandy loam |SC-SM, SM |A-2, A-4 | 0-5 | 0-7 |80-100|75-98 |50-60  | 5-15 |Sandy loam, |SC-SM, SM |A-2, A-4 | 0 | 0-15 |55-100|50-98 |35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 15-20 |Sandy loam, |SC-SM, SM |A-2-4, A-4 | 0 | 0-15 |55-100|50-98 |35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 20-26 |Sandy loam, |SC-SM, SM |A-2-4, A-4 | 0 | 0-15 |55-100|50-98 |35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 26-40 |Sandy loam, |SC-SM, SM |A-2-4, A-4 | 0 | 0-15 |55-100|50-98 |35-75  | | loam, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 40-65 |Sandy loam, |SC-SM, SM |A-2-4, A-4 | 0 | 0-15 |55-100|50-98 |35-75  | | loam, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 65-80 |Sandy loam, |SM, SC-SM |A-2-4, A-4 | 0 | 0-15 |55-100|50-98 |35-75  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 3312B: | | | | | | | | |  Glendenning-----| 0-7 |Sandy loam |SC-SM, SM |A-2, A-4 | 0 | 0-15 |80-100|75-98 |50-60  | 7-15 |Sandy loam, |SM, SC-SM |A-2, A-4 | 0 | 0-15 |55-100|50-98 |35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 15-20 |Sandy loam, |SC-SM, SM |A-2-4, A-4 | 0 | 0-15 |55-100|50-98 |35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 20-26 |Sandy loam, |SM, SC-SM |A-2-4, A-4 | 0 | 0-15 |55-100|50-98 |35-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 26-40 |Sandy loam, |SM, SC-SM |A-2-4, A-4 | 0 | 0-15 |55-100|50-98 |35-75  | | loam, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 40-65 |Sandy loam, |SM, SC-SM |A-2-4, A-4 | 0 | 0-15 |55-100|50-98 |35-75  | | loam, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 65-80 |Sandy loam, |SC-SM, SM |A-2-4, A-4 | 0 | 0-15 |55-100|50-98 |35-75  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 3336A: | | | | | | | | |  Fenander--------| 0-9 |Fine sandy loam|SM, ML |A-4 | 0 | 0 |95-100|93-100|75-85  | 9-15 |Fine sandy |SM, SC-SM, |A-4 | 0 | 0 |95-100|93-100|75-90  | | loam, sandy | ML, CL-ML | | | | | |  | | loam, silt | | | | | | |  | | loam | | | | | | |  | 15-27 |Loam, sandy |SC-SM, CL-ML |A-4 | 0 | 0 |95-100|93-100|75-90  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | silt loam | | | | | | |  | 27-33 |Fine sandy |SC-SM |A-4 | 0 | 0 |95-100|93-100|75-90  | | loam, sandy | | | | | | |  | | loam, loam | | | | | | |  | 33-80 |Stratified |SC-SM |A-2-4, A-4 | 0 | 0 |95-100|93-100|45-85  | | loamy fine | | | | | | |  | | sand to fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and | | | | | >10 | 3-10 |____________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 3403A: | | | | | | | | |  Loxley----------| 0-13 |Mucky peat |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 13-60 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | | | | | | | |  Beseman---------| 0-36 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 36-60 |Loam, silt |CL-ML, SC-SM,|A-4, A-2-4 | 0 | 0-2 |80-100|75-100|45-100 | | loam, sandy | CL | | | | | |  | | loam | | | | | | |  | | | | | | | | |  Dawson----------| 0-8 |Peat |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 8-38 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 38-40 |Silt loam, |ML, SM |A-2-4, A-4 | 0 | 0 | 100 | 100 |50-100 | | loam, fine | | | | | | |  | | sand, mucky | | | | | | |  | | sand | | | | | | |  | 40-60 |Sand, gravelly |GP, SP-SM, |A-1, A-2, | 0 | 0 |45-100|35-100|15-90  | | sand, very | SM, SP | A-3, A-4 | | | | |  | | gravelly very | | | | | | |  | | fine sand | | | | | | |  | | | | | | | | | 3424C: | | | | | | | | |  Frogcreek-------| 0-4 |Silt loam |ML, CL-ML |A-4 | 0-2 | 0-5 |90-100|85-100|80-100 | 4-13 |Silt loam, silt|CL-ML, ML |A-4 | 0-2 | 0-5 |90-100|85-100|80-100 | 13-19 |Silt loam, |SC, SM |A-1-b, A-2-4 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly sandy| | | | | | |  | | loam, loam, | | | | | | |  | | sandy loam | | | | | | |  | 19-32 |Sandy loam, |SC, SM |A-1-b, A-2-4 | 0-5 | 0-7 |60-100|50-90 |30-80  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 32-46 |Gravelly sandy |SM, SC |A-1-b, A-2-4 | 0-5 | 0-7 |60-100|50-90 |30-80  | | loam, sandy | | | | | | |  | | loam, loam | | | | | | |  | 46-80 |Gravelly loamy |SC-SM, SM, |A-1, A-2-4 | 0-5 | 0-7 |60-100|50-90 |25-70  | | sand, loamy | SP-SM | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 3424C: | | | | | | | | |  Magroc----------| 0-2 |Silt loam |CL-ML, CL, ML|A-4 | 0 | 0-15 |90-100|75-100|70-10 | 2-11 |Silt loam |CL-ML, CL, ML|A-4 | 0 | 0-15 |90-100|75-100|70-10 | 11-22 |Silt loam, |CL, ML, CL-ML|A-4 | 0 | 0-15 |65-100|55-100|50-10 | | gravelly silt | | | | | | |  | | loam | | | | | | |  | 22-30 |Sandy loam, |SM, SC |A-1, A-2, A-4| 0 | 0-45 |60-95 |50-90 |35-85  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 30-45 |Gravelly loamy |SC-SM, SC, SM|A-1-b, A-2 | 0 | 0-45 |60-95 |50-90 |30-75  | | sand, loamy | | | | | | |  | | sand | | | | | | |  | 45-50 |Gravelly loamy |SC, SC-SM, SM|A-1-b, A-2 | 0 | 0-45 |60-95 |50-90 |30-75  | | sand, loamy | | | | | | |  | | sand | | | | | | |  | 50-80 |Unweathered | --- | --- | 0 | 0 | 0 | 0 | 0  | | bedrock | | | | | | |  | | | | | | | | |  Stinnett--------| 0-4 |Silt loam |CL-ML, ML |A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 4-7 |Silt, silt loam|CL-ML, ML |A-4 | 0-2 | 0-5 |90-100|85-100|70-10 | 7-18 |Silt, silt loam|CL-ML, ML |A-4 | 0-2 | 0-5 |90-100|85-100|70-10 | 18-29 |Silt loam |CL, CL-ML |A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 29-34 |Loam, sandy |SM, SC |A-1-b, A-2-4,| 0-5 | 0-7 |60-100|50-90 |30-90  | | loam, gravelly| | A-4 | | | | |  | | sandy loam | | | | | | |  | 34-41 |Sandy loam, |SC, SM |A-1-b, A-2-4,| 0-5 | 0-7 |60-100|50-90 |30-90  | | loam, gravelly| | A-4 | | | | |  | | sandy loam | | | | | | |  | 41-55 |Loamy sand, |SC-SM, SM |A-1, A-2-4 | 0-5 | 0-7 |60-100|50-90 |25-70  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 55-80 |Loamy sand, |SC-SM, SM |A-1, A-2-4 | 0-5 | 0-7 |60-100|50-90 |25-70  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | | | | | | | | |  Rock outcrop. | | | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pas Map symbol | Depth | USDA texture |___________________________|_____________| sieve number and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 3446A: | | | | | | | | |  Newson----------| 0-3 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 3-8 |Loamy sand, |SM |A-2, A-3 | 0 | 0 |80-100|75-100|50-7 | | mucky sand | | | | | | |  | 8-16 |Sand, loamy |SM |A-2, A-3 | 0 | 0 |80-100|75-100|50-7 | | sand | | | | | | |  | 16-22 |Sand, loamy |SM |A-2, A-3 | 0 | 0 |80-100|75-100|50-7 | | sand | | | | | | |  | 22-60 |Sand, loamy |SM |A-2, A-3 | 0 | 0 |80-100|75-100|50-7 | | sand | | | | | | |  | | | | | | | | | 3448B: | | | | | | | | |  Grettum---------| 0-3 |Loamy sand |SC-SM, SM |A-2-4 | 0 | 0 |90-100|85-100|60-8 | 3-32 |Sand, loamy |SC-SM, SM |A-2-4, A-3 | 0 | 0 |90-100|85-100|70-9 | | sand | | | | | | |  | 32-75 |Sand, loamy |SM, SC-SM |A-2-4, A-3 | 0 | 0 |90-100|85-100|70-9 | | sand | | | | | | |  | 75-80 |Sand |SM |A-2-4, A-3 | 0 | 0 |90-100|85-100|55-7 | | | | | | | | | 3448C: | | | | | | | | |  Grettum---------| 0-3 |Loamy sand |SC-SM, SM |A-2-4 | 0 | 0 |90-100|85-100|60-8 | 3-32 |Sand, loamy |SM, SC-SM |A-2-4, A-3 | 0 | 0 |90-100|85-100|70-9 | | sand | | | | | | |  | 32-75 |Sand, loamy |SC-SM, SM |A-2-4, A-3 | 0 | 0 |90-100|85-100|70-9 | | sand | | | | | | |  | 75-80 |Sand |SM |A-2-4, A-3 | 0 | 0 |90-100|85-100|55-7 | | | | | | | | | 3516A: | | | | | | | | |  Slimlake--------| 0-6 |Sandy loam |SM |A-4 | 0 | 0-7 |90-100|85-100|50-7 | 6-17 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0 | 0-7 |90-100|85-100|50-7 | 17-42 |Gravelly sand, |SP-SM |A-1 | 0 | 0-7 |70-90 |65-85 |35-5 | | loamy sand | | | | | | |  | 42-53 |Gravelly sand, |SP-SM |A-1 | 0 | 0-7 |70-90 |65-85 |35-5 | | sand, coarse | | | | | | |  | | sand | | | | | | |  | 53-80 |Sand, gravelly |SP-SM |A-1 | 0 | 0-7 |70-90 |65-85 |35-5 | | sand, coarse | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 3629B: | | | | | | | | |  Perida----------| 0-9 |Loamy sand |SM |A-2 | 0 | 0 |90-100|80-100|60-75  | 9-43 |Sand, loamy |SM |A-2 | 0 | 0 |90-100|80-100|60-75  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 43-45 |Loamy sand, |SM |A-2 | 0 | 0 |90-100|80-100|60-75  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 45-60 |Clay, silty |CH |A-7 | 0 | 0 | 100 | 100 |90-10 | | clay | | | | | | |  | 60-74 |Silty clay, |CH |A-7 | 0 | 0 | 100 | 100 |90-10 | | clay | | | | | | |  | 74-80 |Sand |SM |A-2-4, A-3 | 0 | 0 |90-100|85-100|55-75  | | | | | | | | | M-W. | | | | | | | | |  Miscellaneous | | | | | | | | |  water | | | | | | | | |  | | | | | | | | | W. | | | | | | | | |  Water | | | | | | | | |  | | | | | | | | | _______________________________________________________________________________________________________
Washburn County, Wisconsin 709

Table 24.--Physical Properties of the Soils

(Entries under "Erosion factors--T" apply to the entire profile. Entries under "Wind erodibility group" and "Wind

 erodibility index" apply only to the surface layer. Absence of an entry indicates that data were not estimated)

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

3A: | | | | | | | | | | | |

 Totagatic-------------| 0-4 | 0-0 |0.15-0.45| 6.00-20 |0.35-0.45| --- | 55-85 | .02 | .02 | 5 | 8 | 0

 | 4-8 | 0-10|1.40-1.65| 6.00-20 |0.05-0.15| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 8-17 | 0-10|1.40-1.65| 6.00-20 |0.05-0.15| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 17-28 | 0-10|1.40-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-10 | .10 | .15 | | |

 | 28-46 | 0-10|1.40-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-10 | .10 | .15 | | |

 | 46-70 | 0-10|1.40-1.65| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 70-80 | 0-10|1.40-1.65| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

 Bowstring-------------| 0-38 | 0-0 |0.10-0.35| 0.20-6.00 |0.35-0.45| --- | 70-90 | .02 | .02 | 3 | 8 | 0

 | 38-47 | 0-10|1.40-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 47-80 | 0-0 |0.10-0.35| 0.20-6.00 |0.35-0.45| --- | 70-90 | .02 | .02 | | |

 | | | | | | | | | | | |

 Ausable---------------| 0-10 | 0-0 |0.15-0.45| 0.20-6.00 |0.35-0.45| --- | 55-85 | .02 | .02 | 2 | 8 | 0

 | 10-60 | 1-10|1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | | | | | | | | | | | |

22A: | | | | | | | | | | | |

 Comstock--------------| 0-8 | 8-22|1.35-1.55| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 2.0-4.0 | .37 | .37 | 5 | 5 | 56

 | 8-15 | 8-20|1.40-1.65| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 15-21 | 15-28|1.40-1.65| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | .43 | .43 | | |

 | 21-34 | 18-30|1.40-1.65| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | .43 | .43 | | |

 | 34-44 | 8-20|1.40-1.70| 0.60-2.00 |0.12-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | 44-60 | 8-20|1.40-1.65| 0.20-0.60 |0.12-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | | | | | | | | | | | |

24A: | | | | | | | | | | | |

 Poskin----------------| 0-9 | 13-17|1.35-1.55| 0.60-2.00 |0.21-0.24| 0.0-2.9 | 2.0-4.0 | .37 | .37 | 4 | 5 | 56

 | 9-12 | 10-15|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 12-19 | 15-22|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 19-36 | 18-27|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 36-39 | 5-25|1.40-1.65| 0.60-2.00 |0.05-0.22| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 39-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

27A: | | | | | | | | | | | |

 Scott Lake------------| 0-10 | 6-15|1.35-1.70| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 2.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 10-17 | 6-15|1.40-1.70| 0.60-2.00 |0.11-0.13| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | 17-24 | 8-17|1.40-1.70| 0.60-2.00 |0.11-0.13| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 24-31 | 2-12|1.45-1.70| 2.00-6.00 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 31-80 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

28B: | | | | | | | | | | | |

 Haugen, very stony----| 0-4 | 6-14|1.40-1.65| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 5 | 8 | 0

 | 4-15 | 4-14|1.40-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 15-23 | 4-14|1.40-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 23-35 | 5-15|1.40-1.70| 0.60-2.00 |0.05-0.16| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 35-49 | 6-16|1.40-1.70| 0.20-0.60 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 49-79 | 8-18|1.40-1.70| 0.20-0.60 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 79-80 | 6-15|1.80-1.90| 0.01-0.06 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | | | | | | | | | | | |

 Haugen----------------| 0-7 | 6-14|1.40-1.65| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 5 | 3 | 86

 | 7-15 | 4-14|1.40-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 15-23 | 4-14|1.40-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 23-35 | 5-15|1.40-1.70| 0.60-2.00 |0.05-0.16| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 35-49 | 6-16|1.40-1.70| 0.20-0.60 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 49-79 | 8-18|1.40-1.70| 0.20-0.60 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 79-80 | 6-15|1.80-1.90| 0.01-0.06 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | | | | | | | | | | | |
710 Soil Survey of

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

28B: | | | | | | | | | | | |

 Rosholt, very stony---| 0-4 | 4-10|1.50-1.60| 0.60-6.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 4-10 | 3-12|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 10-14 | 5-14|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 14-28 | 6-15|1.65-1.75| 0.60-6.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 28-34 | 4-12|1.55-1.65| 0.60-6.00 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 34-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

 Rosholt---------------| 0-8 | 4-10|1.50-1.60| 0.60-6.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 8-10 | 3-12|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 10-14 | 5-14|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 14-28 | 6-15|1.65-1.75| 0.60-6.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 28-34 | 4-12|1.55-1.65| 0.60-6.00 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 34-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

28C: | | | | | | | | | | | |

 Haugen, very stony----| 0-4 | 6-14|1.40-1.65| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 5 | 3 | 86

 | 4-15 | 4-14|1.40-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 15-23 | 4-14|1.40-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 23-35 | 5-15|1.40-1.70| 0.60-2.00 |0.05-0.16| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 35-49 | 6-16|1.40-1.70| 0.20-0.60 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 49-79 | 8-18|1.40-1.70| 0.20-0.60 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 79-80 | 6-15|1.80-1.90| 0.01-0.06 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | | | | | | | | | | | |

 Haugen----------------| 0-7 | 6-14|1.40-1.65| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 5 | 3 | 86

 | 7-15 | 4-14|1.40-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 15-23 | 4-14|1.40-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 23-35 | 5-15|1.40-1.70| 0.60-2.00 |0.05-0.16| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 35-49 | 6-16|1.40-1.70| 0.20-0.60 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 49-79 | 8-18|1.40-1.70| 0.20-0.60 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 79-80 | 6-15|1.80-1.90| 0.01-0.06 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | | | | | | | | | | | |

 Rosholt, very stony---| 0-4 | 4-10|1.50-1.60| 0.60-6.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 4-10 | 3-12|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 10-14 | 5-14|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 14-28 | 6-15|1.65-1.75| 0.60-6.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 28-34 | 4-12|1.55-1.65| 0.60-6.00 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 34-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

 Rosholt---------------| 0-8 | 4-10|1.50-1.60| 0.60-6.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 8-10 | 3-12|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 10-14 | 5-14|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 14-28 | 6-15|1.65-1.75| 0.60-6.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 28-34 | 4-12|1.55-1.65| 0.60-6.00 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 34-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

33B: | | | | | | | | | | | |

 Chetek----------------| 0-10 | 4-12|1.35-1.70| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 3 | 3 | 86

 | 10-16 | 7-17|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 16-20 | 3-10|1.60-1.70| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 20-60 | 1-3 |1.50-1.60| 6.00-20 |0.02-0.04| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

33C: | | | | | | | | | | | |

 Chetek----------------| 0-10 | 4-12|1.35-1.70| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 3 | 3 | 86

 | 10-16 | 7-17|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 16-20 | 3-10|1.60-1.70| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 20-60 | 1-3 |1.50-1.60| 6.00-20 |0.02-0.04| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |
Washburn County, Wisconsin 711

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

38A: | | | | | | | | | | | |

 Rosholt---------------| 0-8 | 4-10|1.50-1.60| 0.60-6.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 8-10 | 3-12|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 10-14 | 5-14|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 14-28 | 6-15|1.65-1.75| 0.60-6.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 28-34 | 4-12|1.55-1.65| 0.60-6.00 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 34-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

38B: | | | | | | | | | | | |

 Rosholt---------------| 0-8 | 4-10|1.50-1.60| 0.60-6.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 8-10 | 3-12|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 10-14 | 5-14|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 14-28 | 6-15|1.65-1.75| 0.60-6.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 28-34 | 4-12|1.55-1.65| 0.60-6.00 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 34-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

38C: | | | | | | | | | | | |

 Rosholt---------------| 0-8 | 4-10|1.50-1.60| 0.60-6.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 8-10 | 3-12|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 10-14 | 5-14|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 14-28 | 6-15|1.65-1.75| 0.60-6.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 28-34 | 4-12|1.55-1.65| 0.60-6.00 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 34-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

38D: | | | | | | | | | | | |

 Rosholt---------------| 0-8 | 4-10|1.50-1.60| 0.60-6.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 8-10 | 3-12|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 10-14 | 5-14|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 14-28 | 6-15|1.65-1.75| 0.60-6.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 28-34 | 4-12|1.55-1.65| 0.60-6.00 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 34-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

42D: | | | | | | | | | | | |

 Amery-----------------| 0-3 | 4-12|1.05-1.25| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 5 | 3 | 86

 | 3-22 | 4-15|1.50-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 22-34 | 4-14|1.65-1.90| 0.20-0.60 |0.07-0.16| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 34-41 | 4-15|1.65-1.90| 0.20-0.60 |0.07-0.16| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 41-57 | 6-17|1.65-1.90| 0.20-0.60 |0.07-0.16| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 57-71 | 6-17|1.65-1.90| 0.20-0.60 |0.07-0.16| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 71-80 | 4-15|1.80-2.00| 0.02-0.20 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

43B: | | | | | | | | | | | |

 Antigo----------------| 0-9 | 8-15|1.25-1.55| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 4 | 5 | 56

 | 9-12 | 8-15|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 12-19 | 8-17|1.55-1.65| 0.60-2.00 |0.16-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 19-28 | 8-17|1.55-1.65| 0.60-2.00 |0.16-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 28-31 | 2-17|1.55-1.70| 0.60-2.00 |0.05-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 31-33 | 2-17|1.55-1.70| 0.60-2.00 |0.05-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 33-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

43C: | | | | | | | | | | | |

 Antigo----------------| 0-9 | 8-15|1.25-1.55| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 4 | 5 | 56

 | 9-12 | 8-15|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 12-19 | 8-17|1.55-1.65| 0.60-2.00 |0.16-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 19-28 | 8-17|1.55-1.65| 0.60-2.00 |0.16-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 28-31 | 2-17|1.55-1.70| 0.60-2.00 |0.05-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 31-33 | 2-17|1.55-1.70| 0.60-2.00 |0.05-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 33-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |
712 Soil Survey of

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

43D: | | | | | | | | | | | |

 Antigo----------------| 0-9 | 8-15|1.25-1.55| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 4 | 5 | 56

 | 9-12 | 8-15|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 12-19 | 8-17|1.55-1.65| 0.60-2.00 |0.16-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 19-28 | 8-17|1.55-1.65| 0.60-2.00 |0.16-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 28-31 | 2-17|1.55-1.70| 0.60-2.00 |0.05-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 31-33 | 2-17|1.55-1.70| 0.60-2.00 |0.05-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 33-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

48A: | | | | | | | | | | | |

 Brill-----------------| 0-7 | 10-20|1.25-1.45| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 2.0-4.0 | .37 | .37 | 4 | 5 | 56

 | 7-11 | 8-20|1.35-1.55| 0.60-2.00 |0.16-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 11-19 | 10-20|1.40-1.55| 0.60-2.00 |0.16-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 19-34 | 18-27|1.50-1.60| 0.60-2.00 |0.16-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 34-38 | 5-25|1.55-1.70| 0.60-2.00 |0.05-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 38-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

63A: | | | | | | | | | | | |

 Crystal Lake----------| 0-8 | 8-20|1.35-1.55| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 2.0-4.0 | .37 | .37 | 5 | 5 | 56

 | 8-12 | 8-20|1.40-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 12-20 | 15-27|1.40-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 20-32 | 18-30|1.50-1.60| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | .43 | .43 | | |

 | 32-60 | 8-20|1.40-1.65| 0.20-0.60 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | | | | | | | | | | | |

63B: | | | | | | | | | | | |

 Crystal Lake----------| 0-8 | 8-20|1.35-1.55| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 2.0-4.0 | .37 | .37 | 5 | 5 | 56

 | 8-12 | 8-20|1.40-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 12-20 | 15-27|1.40-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 20-32 | 18-30|1.50-1.60| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | .43 | .43 | | |

 | 32-60 | 8-20|1.40-1.65| 0.20-0.60 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | | | | | | | | | | | |

63C: | | | | | | | | | | | |

 Crystal Lake----------| 0-8 | 8-20|1.35-1.55| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 2.0-4.0 | .37 | .37 | 5 | 5 | 56

 | 8-12 | 8-20|1.40-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 12-20 | 15-27|1.40-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 20-32 | 18-30|1.50-1.60| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | .43 | .43 | | |

 | 32-60 | 8-20|1.40-1.65| 0.20-0.60 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | | | | | | | | | | | |

63E: | | | | | | | | | | | |

 Crystal Lake----------| 0-8 | 8-20|1.35-1.55| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 2.0-4.0 | .37 | .37 | 5 | 5 | 56

 | 8-12 | 8-20|1.40-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 12-20 | 15-27|1.40-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 20-32 | 18-30|1.50-1.60| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | .43 | .43 | | |

 | 32-60 | 8-20|1.40-1.65| 0.20-0.60 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | | | | | | | | | | | |

64A: | | | | | | | | | | | |

 Totagatic-------------| 0-4 | 0-0 |0.15-0.45| 6.00-20 |0.35-0.45| --- | 55-85 | .02 | .02 | 5 | 8 | 0

 | 4-8 | 0-10|1.40-1.65| 6.00-20 |0.05-0.15| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 8-17 | 0-10|1.40-1.65| 6.00-20 |0.05-0.15| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 17-28 | 0-10|1.40-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-10 | .10 | .15 | | |

 | 28-46 | 0-10|1.40-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-10 | .10 | .15 | | |

 | 46-70 | 0-10|1.40-1.65| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 70-80 | 0-10|1.40-1.65| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

 Winterfield-----------| 0-7 | 0-15|0.90-1.50| 6.00-20 |0.09-0.11| 0.0-2.9 | 2.0-4.0 | .10 | .10 | 5 | 2 | 134

 | 7-60 | 0-10|1.55-1.65| 6.00-20 |0.04-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | | | | | | | | | | | |
Washburn County, Wisconsin 713

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

69B: | | | | | | | | | | | |

 Keweenaw--------------| 0-2 | 2-10|1.35-1.60| 2.00-6.00 |0.10-0.12| 0.0-2.9 | 1.0-2.0 | .10 | .10 | 5 | 2 | 134

 | 2-4 | 2-15|1.45-1.80| 2.00-6.00 |0.09-0.14| 0.0-2.9 | 0.5-1.0 | .17 | .24 | | |

 | 4-16 | 2-15|1.55-1.80| 2.00-6.00 |0.08-0.13| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 16-20 | 2-10|1.55-1.80| 2.00-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 20-27 | 2-10|1.55-1.80| 0.60-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 27-43 | 2-15|1.55-1.80| 0.60-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 43-75 | 5-20|1.55-1.80| 0.60-6.00 |0.08-0.13| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 75-80 | 2-10|1.50-1.70| 2.00-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | | | | | | | | | | | |

 Sayner----------------| 0-2 | 2-10|1.25-1.45| 2.00-6.00 |0.08-0.12| 0.0-2.9 | 1.0-3.0 | .10 | .10 | 5 | 2 | 134

 | 2-4 | 0-10|1.35-1.55| 2.00-20 |0.04-0.11| 0.0-2.9 | 0.5-1.0 | .10 | .10 | | |

 | 4-7 | 0-10|1.35-1.65| 2.00-20 |0.03-0.11| 0.0-2.9 | 1.0-2.0 | .10 | .10 | | |

 | 7-14 | 0-10|1.35-1.65| 2.00-20 |0.03-0.11| 0.0-2.9 | 1.0-2.0 | .02 | .02 | | |

 | 14-22 | 0-10|1.45-1.70| 2.00-20 |0.03-0.11| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | 22-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

 Vilas-----------------| 0-2 | 2-10|1.35-1.65| 6.00-20 |0.09-0.12| 0.0-2.9 | 1.0-3.0 | .10 | .10 | 5 | 2 | 134

 | 2-4 | 2-10|1.35-1.65| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-1.0 | .10 | .10 | | |

 | 4-11 | 2-10|1.50-1.65| 6.00-20 |0.09-0.11| 0.0-2.9 | 1.0-2.0 | .10 | .10 | | |

 | 11-23 | 0-10|1.50-1.70| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | 23-32 | 0-5 |1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | 32-80 | 0-5 |1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | | | | | | | | | | | |

69C: | | | | | | | | | | | |

 Keweenaw--------------| 0-2 | 2-10|1.35-1.60| 2.00-6.00 |0.10-0.12| 0.0-2.9 | 1.0-2.0 | .10 | .10 | 5 | 2 | 134

 | 2-4 | 2-15|1.45-1.80| 2.00-6.00 |0.09-0.14| 0.0-2.9 | 0.5-1.0 | .17 | .24 | | |

 | 4-16 | 2-15|1.55-1.80| 2.00-6.00 |0.08-0.13| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 16-20 | 2-10|1.55-1.80| 2.00-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 20-27 | 2-10|1.55-1.80| 0.60-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 27-43 | 2-15|1.55-1.80| 0.60-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 43-75 | 5-20|1.55-1.80| 0.60-6.00 |0.08-0.13| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 75-80 | 2-10|1.50-1.70| 2.00-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | | | | | | | | | | | |

 Sayner----------------| 0-2 | 2-10|1.25-1.45| 2.00-6.00 |0.08-0.12| 0.0-2.9 | 1.0-3.0 | .10 | .10 | 5 | 2 | 134

 | 2-4 | 0-10|1.35-1.55| 2.00-20 |0.04-0.11| 0.0-2.9 | 0.5-1.0 | .10 | .10 | | |

 | 4-7 | 0-10|1.35-1.65| 2.00-20 |0.03-0.11| 0.0-2.9 | 1.0-2.0 | .10 | .10 | | |

 | 7-14 | 0-10|1.35-1.65| 2.00-20 |0.03-0.11| 0.0-2.9 | 1.0-2.0 | .02 | .02 | | |

 | 14-22 | 0-10|1.45-1.70| 2.00-20 |0.03-0.11| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | 22-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

 Vilas-----------------| 0-2 | 2-10|1.35-1.65| 6.00-20 |0.09-0.12| 0.0-2.9 | 1.0-3.0 | .10 | .10 | 5 | 2 | 134

 | 2-4 | 2-10|1.35-1.65| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-1.0 | .10 | .10 | | |

 | 4-11 | 2-10|1.50-1.65| 6.00-20 |0.09-0.11| 0.0-2.9 | 1.0-2.0 | .10 | .10 | | |

 | 11-23 | 0-10|1.50-1.70| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | 23-32 | 0-5 |1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | 32-80 | 0-5 |1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | | | | | | | | | | | |

69E: | | | | | | | | | | | |

 Keweenaw--------------| 0-2 | 2-10|1.35-1.60| 2.00-6.00 |0.10-0.12| 0.0-2.9 | 1.0-2.0 | .10 | .10 | 5 | 2 | 134

 | 2-4 | 2-15|1.45-1.80| 2.00-6.00 |0.09-0.14| 0.0-2.9 | 0.5-1.0 | .17 | .24 | | |

 | 4-16 | 2-15|1.55-1.80| 2.00-6.00 |0.08-0.13| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 16-20 | 2-10|1.55-1.80| 2.00-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 20-27 | 2-10|1.55-1.80| 0.60-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 27-43 | 2-15|1.55-1.80| 0.60-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 43-75 | 5-20|1.55-1.80| 0.60-6.00 |0.08-0.13| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 75-80 | 2-10|1.50-1.70| 2.00-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | | | | | | | | | | | |
714 Soil Survey of

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

69E: | | | | | | | | | | | |

 Sayner----------------| 0-2 | 2-10|1.25-1.45| 2.00-6.00 |0.08-0.12| 0.0-2.9 | 1.0-3.0 | .10 | .10 | 5 | 2 | 134

 | 2-4 | 0-10|1.35-1.55| 2.00-20 |0.04-0.11| 0.0-2.9 | 0.5-1.0 | .10 | .10 | | |

 | 4-7 | 0-10|1.35-1.65| 2.00-20 |0.03-0.11| 0.0-2.9 | 1.0-2.0 | .10 | .10 | | |

 | 7-14 | 0-10|1.35-1.65| 2.00-20 |0.03-0.11| 0.0-2.9 | 1.0-2.0 | .02 | .02 | | |

 | 14-22 | 0-10|1.45-1.70| 2.00-20 |0.03-0.11| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | 22-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

 Vilas-----------------| 0-2 | 2-10|1.35-1.65| 6.00-20 |0.09-0.12| 0.0-2.9 | 1.0-3.0 | .10 | .10 | 5 | 2 | 134

 | 2-4 | 2-10|1.35-1.65| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-1.0 | .10 | .10 | | |

 | 4-11 | 2-10|1.50-1.65| 6.00-20 |0.09-0.11| 0.0-2.9 | 1.0-2.0 | .10 | .10 | | |

 | 11-23 | 0-10|1.50-1.70| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | 23-32 | 0-5 |1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | 32-80 | 0-5 |1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | | | | | | | | | | | |

74B: | | | | | | | | | | | |

 Vilas-----------------| 0-2 | 2-10|1.35-1.65| 6.00-20 |0.09-0.12| 0.0-2.9 | 1.0-3.0 | .10 | .10 | 5 | 2 | 134

 | 2-4 | 2-10|1.35-1.65| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-1.0 | .10 | .10 | | |

 | 4-11 | 2-10|1.50-1.65| 6.00-20 |0.09-0.11| 0.0-2.9 | 1.0-2.0 | .10 | .10 | | |

 | 11-23 | 0-10|1.50-1.70| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | 23-32 | 0-5 |1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | 32-80 | 0-5 |1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | | | | | | | | | | | |

74C: | | | | | | | | | | | |

 Vilas-----------------| 0-2 | 2-10|1.35-1.65| 6.00-20 |0.09-0.12| 0.0-2.9 | 1.0-3.0 | .10 | .10 | 5 | 2 | 134

 | 2-4 | 2-10|1.35-1.65| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-1.0 | .10 | .10 | | |

 | 4-11 | 2-10|1.50-1.65| 6.00-20 |0.09-0.11| 0.0-2.9 | 1.0-2.0 | .10 | .10 | | |

 | 11-23 | 0-10|1.50-1.70| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | 23-32 | 0-5 |1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | 32-80 | 0-5 |1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | | | | | | | | | | | |

74D: | | | | | | | | | | | |

 Vilas-----------------| 0-2 | 2-10|1.35-1.65| 6.00-20 |0.09-0.12| 0.0-2.9 | 1.0-3.0 | .10 | .10 | 5 | 2 | 134

 | 2-4 | 2-10|1.35-1.65| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-1.0 | .10 | .10 | | |

 | 4-11 | 2-10|1.50-1.65| 6.00-20 |0.09-0.11| 0.0-2.9 | 1.0-2.0 | .10 | .10 | | |

 | 11-23 | 0-10|1.50-1.70| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | 23-32 | 0-5 |1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | 32-80 | 0-5 |1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | | | | | | | | | | | |

100B: | | | | | | | | | | | |

 Menahga---------------| 0-2 | 0-8 |1.40-1.65| 6.00-20 |0.06-0.08| 0.0-2.9 | 0.5-2.0 | .02 | .02 | 5 | 1 | 220

 | 2-25 | 0-15|1.25-1.60| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 25-80 | 0-10|1.50-1.65| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

100C: | | | | | | | | | | | |

 Menahga---------------| 0-1 | 0-0 |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 5 | 1 | 220

 | 1-2 | 0-8 |1.40-1.65| 6.00-20 |0.06-0.08| 0.0-2.9 | 0.5-2.0 | .02 | .02 | | |

 | 2-25 | 0-15|1.25-1.60| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 25-80 | 0-10|1.50-1.65| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

100D: | | | | | | | | | | | |

 Menahga---------------| 0-1 | 0-0 |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 5 | 1 | 220

 | 1-2 | 0-8 |1.40-1.65| 6.00-20 |0.06-0.08| 0.0-2.9 | 0.5-2.0 | .02 | .02 | | |

 | 2-25 | 0-15|1.25-1.60| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 25-80 | 0-10|1.50-1.65| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |
Washburn County, Wisconsin 715

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

127D: | | | | | | | | | | | |

 Amery-----------------| 0-3 | 4-12|1.05-1.25| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 5 | 3 | 86

 | 3-22 | 4-15|1.50-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 22-34 | 4-14|1.65-1.90| 0.20-0.60 |0.07-0.16| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 34-41 | 4-15|1.65-1.90| 0.20-0.60 |0.07-0.16| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 41-57 | 6-17|1.65-1.90| 0.20-0.60 |0.07-0.16| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 57-71 | 6-17|1.65-1.90| 0.20-0.60 |0.07-0.16| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 71-80 | 4-15|1.80-2.00| 0.02-0.20 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

 Rosholt---------------| 0-4 | 4-10|1.50-1.60| 0.60-6.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 4-10 | 3-12|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 10-14 | 5-14|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 14-28 | 6-15|1.65-1.75| 0.60-6.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 28-34 | 4-12|1.55-1.65| 0.60-6.00 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 34-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

127E: | | | | | | | | | | | |

 Amery-----------------| 0-3 | 4-12|1.05-1.25| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 5 | 3 | 86

 | 3-22 | 4-15|1.50-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 22-34 | 4-14|1.65-1.90| 0.20-0.60 |0.07-0.16| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 34-41 | 4-15|1.65-1.90| 0.20-0.60 |0.07-0.16| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 41-57 | 6-17|1.65-1.90| 0.20-0.60 |0.07-0.16| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 57-71 | 6-17|1.65-1.90| 0.20-0.60 |0.07-0.16| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 71-80 | 4-15|1.80-2.00| 0.02-0.20 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

 Rosholt---------------| 0-4 | 4-10|1.50-1.60| 0.60-6.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 4-10 | 3-12|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 10-14 | 5-14|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 14-28 | 6-15|1.65-1.75| 0.60-6.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 28-34 | 4-12|1.55-1.65| 0.60-6.00 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 34-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

156B: | | | | | | | | | | | |

 Magnor, very stony----| 0-4 | 7-15|1.35-1.55| 0.60-2.00 |0.18-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 4 | 8 | 0

 | 4-11 | 5-13|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 11-16 | 6-14|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 16-21 | 7-15|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 21-39 | 7-17|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 39-58 | 7-17|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 58-60 | 3-14|1.80-2.00| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

 Magnor----------------| 0-8 | 7-17|1.35-1.55| 0.60-2.00 |0.18-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 4 | 5 | 56

 | 8-11 | 5-13|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 11-16 | 6-14|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 16-21 | 7-15|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 21-39 | 7-17|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 39-58 | 7-17|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 58-60 | 3-14|1.80-2.00| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

157B: | | | | | | | | | | | |

 Freeon, very stony----| 0-4 | 7-17|1.35-1.55| 0.60-2.00 |0.18-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 4 | 8 | 0

 | 4-19 | 5-17|1.30-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.1-1.0 | .43 | .43 | | |

 | 19-39 | 7-17|1.70-1.80| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 39-53 | 3-14|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 53-80 | 3-14|1.80-2.00| 0.01-0.06 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

 Freeon----------------| 0-4 | 7-17|1.35-1.55| 0.60-2.00 |0.18-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 4 | 5 | 56

 | 4-19 | 5-17|1.30-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.1-1.0 | .43 | .43 | | |

 | 19-39 | 7-17|1.70-1.80| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 39-53 | 3-14|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 53-80 | 3-14|1.80-2.00| 0.01-0.06 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |
716 Soil Survey of

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

157C: | | | | | | | | | | | |

 Freeon, very stony----| 0-4 | 7-17|1.35-1.55| 0.60-2.00 |0.18-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 4 | 8 | 0

 | 4-19 | 5-17|1.30-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.1-1.0 | .43 | .43 | | |

 | 19-39 | 7-17|1.70-1.80| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 39-53 | 3-14|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 53-80 | 3-14|1.80-2.00| 0.01-0.06 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

 Freeon----------------| 0-4 | 7-17|1.35-1.55| 0.60-2.00 |0.18-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 4 | 5 | 56

 | 4-19 | 5-17|1.30-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.1-1.0 | .43 | .43 | | |

 | 19-39 | 7-17|1.70-1.80| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 39-53 | 3-14|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 53-80 | 3-14|1.80-2.00| 0.01-0.06 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

160A: | | | | | | | | | | | |

 Oesterle--------------| 0-7 | 8-15|1.40-1.70| 0.60-6.00 |0.12-0.14| 0.0-2.9 | 2.0-3.0 | .20 | .20 | 4 | 3 | 86

 | 7-11 | 8-15|1.40-1.70| 0.60-6.00 |0.10-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 11-31 | 7-17|1.40-1.70| 0.60-6.00 |0.08-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 31-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

182B: | | | | | | | | | | | |

 Padus-----------------| 0-2 | 3-15|1.35-1.70| 0.60-2.00 |0.10-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 2-3 | 3-13|1.40-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 3-19 | 5-15|1.40-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 1.0-2.0 | .24 | .24 | | |

 | 19-26 | 5-15|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 26-38 | 7-17|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 38-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

182C: | | | | | | | | | | | |

 Padus-----------------| 0-2 | 3-15|1.35-1.70| 0.60-2.00 |0.10-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 2-3 | 3-13|1.40-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 3-19 | 5-15|1.40-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 1.0-2.0 | .24 | .24 | | |

 | 19-26 | 5-15|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 26-38 | 7-17|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 38-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

192A: | | | | | | | | | | | |

 Worcester-------------| 0-2 | 3-15|1.35-1.70| 0.60-2.00 |0.10-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 2-3 | 3-13|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-2.0 | .24 | .24 | | |

 | 3-6 | 5-15|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-2.0 | .24 | .24 | | |

 | 6-16 | 5-15|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-2.0 | .24 | .24 | | |

 | 16-20 | 7-17|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 20-32 | 8-18|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 32-39 | 3-8 |1.45-1.70| 6.00-20 |0.02-0.11| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 39-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

193A: | | | | | | | | | | | |

 Minocqua--------------| 0-4 | 0-0 |0.15-0.45| 2.00-6.00 |0.35-0.45| --- | 30-60 | .02 | .02 | 4 | 8 | 0

 | 4-15 | 10-17|1.50-1.60| 0.60-2.00 |0.11-0.19| 0.0-2.9 | 0.0-2.0 | .37 | .37 | | |

 | 15-28 | 7-17|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | 28-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

215B: | | | | | | | | | | | |

 Pence-----------------| 0-3 | 3-15|1.30-1.70| 2.00-6.00 |0.11-0.15| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 3 | 3 | 86

 | 3-8 | 3-13|1.35-1.65| 0.60-6.00 |0.11-0.18| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 8-15 | 5-15|1.35-1.45| 0.60-6.00 |0.10-0.15| 0.0-2.9 | 1.0-2.0 | .17 | .24 | | |

 | 15-21 | 0-6 |1.65-1.75| 2.00-60 |0.05-0.08| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 21-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |
Washburn County, Wisconsin 717

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

215C: | | | | | | | | | | | |

 Pence-----------------| 0-3 | 3-15|1.30-1.70| 2.00-6.00 |0.11-0.15| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 3 | 3 | 86

 | 3-8 | 3-13|1.35-1.65| 0.60-6.00 |0.11-0.18| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 8-15 | 5-15|1.35-1.45| 0.60-6.00 |0.10-0.15| 0.0-2.9 | 1.0-2.0 | .17 | .24 | | |

 | 15-21 | 0-6 |1.65-1.75| 2.00-60 |0.05-0.08| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 21-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

215D: | | | | | | | | | | | |

 Pence-----------------| 0-3 | 3-15|1.30-1.70| 2.00-6.00 |0.11-0.15| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 3 | 3 | 86

 | 3-8 | 3-13|1.35-1.65| 0.60-6.00 |0.11-0.18| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 8-15 | 5-15|1.35-1.45| 0.60-6.00 |0.10-0.15| 0.0-2.9 | 1.0-2.0 | .17 | .24 | | |

 | 15-21 | 0-6 |1.65-1.75| 2.00-60 |0.05-0.08| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 21-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

315A: | | | | | | | | | | | |

 Rib-------------------| 0-7 | 10-20|1.25-1.35| 0.60-2.00 |0.22-0.28| 0.0-2.9 | 3.0-10 | .32 | .32 | 4 | 5 | 56

 | 7-10 | 10-15|1.45-1.55| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 10-32 | 18-30|1.45-1.55| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.5-1.0 | .43 | .43 | | |

 | 32-35 | 5-25|1.45-1.75| 0.60-2.00 |0.10-0.19| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | 35-37 | 2-10|1.65-1.75| 2.00-6.00 |0.05-0.08| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 37-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

337A: | | | | | | | | | | | |

 Plover----------------| 0-10 | 3-8 |1.35-1.65| 0.60-2.00 |0.13-0.18| 0.0-2.9 | 2.0-3.0 | .28 | .28 | 5 | 3 | 86

 | 10-13 | 5-15|1.40-1.70| 0.60-2.00 |0.15-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 13-18 | 5-18|1.40-1.70| 0.60-2.00 |0.15-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 18-32 | 10-18|1.50-1.70| 0.60-2.00 |0.12-0.17| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 32-60 | 5-12|1.50-1.70| 0.20-0.60 |0.11-0.22| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | | | | | | | | | | | |

368B: | | | | | | | | | | | |

 Mahtomedi-------------| 0-5 | 2-15|1.40-1.60| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-1.0 | .10 | .10 | 5 | 2 | 134

 | 5-8 | 0-10|1.40-1.50| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | 8-15 | 0-10|1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 15-30 | 0-10|1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 30-60 | 0-10|1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

 Cress-----------------| 0-3 | 5-18|1.25-1.60| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 0.5-2.0 | .24 | .24 | 3 | 3 | 86

 | 3-15 | 5-18|1.40-1.70| 0.60-2.00 |0.12-0.17| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 15-31 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 31-36 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 36-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

368C: | | | | | | | | | | | |

 Mahtomedi-------------| 0-5 | 2-15|1.40-1.60| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-1.0 | .10 | .10 | 5 | 2 | 134

 | 5-8 | 0-10|1.40-1.50| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | 8-15 | 0-10|1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 15-30 | 0-10|1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 30-60 | 0-10|1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

 Cress-----------------| 0-3 | 5-18|1.25-1.60| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 0.5-2.0 | .24 | .24 | 3 | 3 | 86

 | 3-15 | 5-18|1.40-1.70| 0.60-2.00 |0.12-0.17| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 15-31 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 31-36 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 36-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

368D: | | | | | | | | | | | |

 Mahtomedi-------------| 0-5 | 2-15|1.40-1.60| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-1.0 | .10 | .10 | 5 | 2 | 134

 | 5-8 | 0-10|1.40-1.50| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | 8-15 | 0-10|1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 15-30 | 0-10|1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 30-60 | 0-10|1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |
718 Soil Survey of

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

368D: | | | | | | | | | | | |

 Cress-----------------| 0-3 | 5-18|1.25-1.60| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 0.5-2.0 | .24 | .24 | 3 | 3 | 86

 | 3-15 | 5-18|1.40-1.70| 0.60-2.00 |0.12-0.17| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 15-31 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 31-36 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 36-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

371A: | | | | | | | | | | | |

 Croswell--------------| 0-1 | 2-10|1.35-1.65| 6.00-20 |0.06-0.11| 0.0-2.9 | 1.0-3.0 | .10 | .10 | 5 | 2 | 134

 | 1-7 | 0-10|1.30-1.50| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.5-2.0 | .10 | .10 | | |

 | 7-16 | 0-10|1.40-1.60| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.6-1.0 | .10 | .10 | | |

 | 16-39 | 0-10|1.40-1.60| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | 39-60 | 0-5 |1.50-1.65| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | | | | | | | | | | | |

380B: | | | | | | | | | | | |

 Cress-----------------| 0-3 | 5-18|1.25-1.60| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 0.5-2.0 | .24 | .24 | 3 | 3 | 86

 | 3-15 | 5-18|1.40-1.70| 0.60-2.00 |0.12-0.17| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 15-31 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 31-36 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 36-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

 Rosholt---------------| 0-8 | 4-10|1.50-1.60| 0.60-6.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 8-10 | 3-12|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 10-14 | 5-14|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 14-28 | 6-15|1.65-1.75| 0.60-6.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 28-34 | 4-12|1.55-1.65| 0.60-6.00 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 34-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

380C: | | | | | | | | | | | |

 Cress-----------------| 0-3 | 5-18|1.25-1.60| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 0.5-2.0 | .24 | .24 | 3 | 3 | 86

 | 3-15 | 5-18|1.40-1.70| 0.60-2.00 |0.12-0.17| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 15-31 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 31-36 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 36-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

 Rosholt---------------| 0-8 | 4-10|1.50-1.60| 0.60-6.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 8-10 | 3-12|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 10-14 | 5-14|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 14-28 | 6-15|1.65-1.75| 0.60-6.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 28-34 | 4-12|1.55-1.65| 0.60-6.00 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 34-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

380D: | | | | | | | | | | | |

 Cress-----------------| 0-3 | 5-18|1.25-1.60| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 0.5-2.0 | .24 | .24 | 3 | 3 | 86

 | 3-15 | 5-18|1.40-1.70| 0.60-2.00 |0.12-0.17| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 15-31 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 31-36 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 36-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

 Rosholt---------------| 0-8 | 4-10|1.50-1.60| 0.60-6.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 8-10 | 3-12|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 10-14 | 5-14|1.70-1.80| 0.60-6.00 |0.05-0.16| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 14-28 | 6-15|1.65-1.75| 0.60-6.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 28-34 | 4-12|1.55-1.65| 0.60-6.00 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 34-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

383B: | | | | | | | | | | | |

 Mahtomedi-------------| 0-5 | 2-15|1.40-1.60| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-1.0 | .10 | .10 | 5 | 2 | 134

 | 5-8 | 0-10|1.40-1.50| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | 8-15 | 0-10|1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 15-30 | 0-10|1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 30-60 | 0-10|1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |
Washburn County, Wisconsin 719

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

383C: | | | | | | | | | | | |

 Mahtomedi-------------| 0-5 | 2-15|1.40-1.60| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-1.0 | .10 | .10 | 5 | 2 | 134

 | 5-8 | 0-10|1.40-1.50| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | 8-15 | 0-10|1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 15-30 | 0-10|1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 30-60 | 0-10|1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

383D: | | | | | | | | | | | |

 Mahtomedi-------------| 0-5 | 2-15|1.40-1.60| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-1.0 | .10 | .10 | 5 | 2 | 134

 | 5-8 | 0-10|1.40-1.50| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | 8-15 | 0-10|1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 15-30 | 0-10|1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 30-60 | 0-10|1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

396B: | | | | | | | | | | | |

 Friendship------------| 0-4 | 2-6 |1.50-1.65| 6.00-20 |0.06-0.08| 0.0-2.9 | 0.5-2.0 | .02 | .02 | 5 | 1 | 220

 | 4-29 | 2-7 |1.35-1.65| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 29-60 | 0-4 |1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

 Wurtsmith-------------| 0-6 | 0-10|1.30-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 1.0-6.0 | .02 | .02 | 5 | 1 | 220

 | 6-33 | 0-5 |1.40-1.60| 6.00-20 |0.06-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 33-60 | 0-5 |1.50-1.65| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

 Grayling--------------| 0-3 | 0-10|1.30-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 1.0-6.0 | .02 | .02 | 5 | 1 | 220

 | 3-15 | 0-10|1.30-1.65| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.3-0.5 | .15 | .15 | | |

 | 15-23 | 0-10|1.45-1.65| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 23-60 | 0-10|1.45-1.65| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

397A: | | | | | | | | | | | |

 Perchlake-------------| 0-9 | 2-10|1.40-1.50| 6.00-20 |0.10-0.12| 0.0-2.9 | 0.5-2.0 | .10 | .10 | 5 | 2 | 134

 | 9-18 | 2-8 |1.50-1.70| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 18-42 | 2-8 |1.40-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 42-46 | 10-18|1.50-1.70| 6.00-20 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 46-60 | 2-8 |1.50-1.65| 6.00-20 |0.05-0.09| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

399B: | | | | | | | | | | | |

 Grayling--------------| 0-3 | 0-10|1.30-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 1.0-6.0 | .02 | .02 | 5 | 1 | 220

 | 3-15 | 0-10|1.30-1.65| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.3-0.5 | .15 | .15 | | |

 | 15-23 | 0-10|1.45-1.65| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 23-60 | 0-10|1.45-1.65| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

399C: | | | | | | | | | | | |

 Grayling--------------| 0-3 | 0-10|1.30-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 1.0-6.0 | .02 | .02 | 5 | 1 | 220

 | 3-15 | 0-10|1.30-1.65| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.3-0.5 | .15 | .15 | | |

 | 15-23 | 0-10|1.45-1.65| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 23-60 | 0-10|1.45-1.65| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

399D: | | | | | | | | | | | |

 Grayling--------------| 0-3 | 0-10|1.30-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 1.0-6.0 | .02 | .02 | 5 | 1 | 220

 | 3-15 | 0-10|1.30-1.65| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.3-0.5 | .15 | .15 | | |

 | 15-23 | 0-10|1.45-1.65| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 23-60 | 0-10|1.45-1.65| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

405A: | | | | | | | | | | | |

 Lupton----------------| 0-65 | 0-0 |0.10-0.35| 0.20-6.00 |0.35-0.45| --- | 70-90 | .02 | .02 | 3 | 8 | 0

 | | | | | | | | | | | |

 Cathro----------------| 0-28 | 0-0 |0.28-0.45| 0.20-6.00 |0.35-0.45| --- | 60-85 | .02 | .02 | 2 | 8 | 0

 | 28-49 | 10-30|1.50-1.70| 0.20-2.00 |0.11-0.22| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 49-60 | 10-30|1.50-1.70| 0.20-2.00 |0.11-0.22| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

 Tawas-----------------| 0-31 | 0-0 |0.15-0.40| 0.20-6.00 |0.35-0.45| --- | 30-80 | .02 | .02 | 2 | 8 | 0

 | 31-60 | 0-10|1.55-1.80| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |
720 Soil Survey of

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

406A: | | | | | | | | | | | |

 Loxley----------------| 0-13 | 0-0 |0.30-0.40| 6.00-20 |0.45-0.55| --- | 70-90 | .02 | .02 | 3 | 8 | 0

 | 13-60 | 0-0 |0.10-0.35| 0.20-6.00 |0.35-0.45| --- | 70-90 | .02 | .02 | | |

 | | | | | | | | | | | |

407A: | | | | | | | | | | | |

 Seelyeville-----------| 0-80 | 0-0 |0.10-0.25| 0.20-6.00 |0.35-0.45| --- | 25-99 | .02 | .02 | 3 | 8 | 0

 | | | | | | | | | | | |

 Markey----------------| 0-32 | 0-0 |0.15-0.45| 0.20-6.00 |0.35-0.45| --- | 55-85 | .02 | .02 | 2 | 8 | 0

 | 32-60 | 0-10|1.40-1.65| 6.00-20 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

410A: | | | | | | | | | | | |

 Seelyeville-----------| 0-80 | 0-0 |0.10-0.25| 0.20-6.00 |0.35-0.45| --- | 25-99 | .02 | .02 | 3 | 8 | 0

 | | | | | | | | | | | |

 Cathro----------------| 0-28 | 0-0 |0.28-0.45| 0.20-6.00 |0.35-0.45| --- | 60-85 | .02 | .02 | 2 | 8 | 0

 | 28-49 | 10-30|1.50-1.70| 0.20-2.00 |0.11-0.22| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 49-60 | 10-30|1.50-1.70| 0.20-2.00 |0.11-0.22| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

412A: | | | | | | | | | | | |

 Rifle-----------------| 0-4 | 0-0 |0.20-0.35| 2.00-6.00 |0.55-0.65| --- | 70-90 | .02 | .02 | 5 | 7 | 38

 | 4-60 | 0-0 |0.08-0.20| 2.00-6.00 |0.45-0.55| --- | 70-90 | .02 | .02 | | |

 | | | | | | | | | | | |

 Tacoosh---------------| 0-8 | 0-0 |0.10-0.30| 0.20-6.00 |0.35-0.45| --- | 75-99 | .02 | .02 | 2 | 8 | 0

 | 8-40 | 0-0 |0.10-0.20| 0.60-6.00 |0.45-0.55| --- | 75-99 | .02 | .02 | | |

 | 40-42 | 10-18|1.50-1.70| 0.60-2.00 |0.11-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 42-60 | 10-18|1.50-1.70| 0.60-2.00 |0.11-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | | | | | | | | | | | |

415A: | | | | | | | | | | | |

 Greenwood-------------| 0-60 | 0-0 |0.10-0.35| 0.20-6.00 |0.35-0.45| --- | 70-90 | .02 | .02 | 3 | 8 | 0

 | | | | | | | | | | | |

439B: | | | | | | | | | | | |

 Graycalm--------------| 0-3 | 2-10|1.30-1.55| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-2.0 | .10 | .10 | 5 | 2 | 134

 | 3-22 | 0-10|1.25-1.60| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 22-35 | 0-10|1.50-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 35-60 | 0-15|1.50-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

 Menahga---------------| 0-1 | 0-0 |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 5 | 2 | 134

 | 1-2 | 2-10|1.30-1.55| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-2.0 | .10 | .10 | | |

 | 2-25 | 0-15|1.25-1.60| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 25-80 | 0-10|1.50-1.65| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

439C: | | | | | | | | | | | |

 Graycalm--------------| 0-3 | 2-10|1.30-1.55| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-2.0 | .10 | .10 | 5 | 2 | 134

 | 3-22 | 0-10|1.25-1.60| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 22-35 | 0-10|1.50-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 35-60 | 0-15|1.50-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

 Menahga---------------| 0-1 | 0-0 |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 5 | 2 | 134

 | 1-2 | 2-10|1.30-1.55| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-2.0 | .10 | .10 | | |

 | 2-25 | 0-15|1.25-1.60| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 25-80 | 0-10|1.50-1.65| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

439D: | | | | | | | | | | | |

 Graycalm--------------| 0-3 | 2-10|1.30-1.55| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-2.0 | .10 | .10 | 5 | 2 | 134

 | 3-22 | 0-10|1.25-1.60| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 22-35 | 0-10|1.50-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 35-60 | 0-15|1.50-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

 Menahga---------------| 0-1 | 0-0 |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 5 | 2 | 134

 | 1-2 | 2-10|1.30-1.55| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-2.0 | .10 | .10 | | |

 | 2-25 | 0-15|1.25-1.60| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 25-80 | 0-10|1.50-1.65| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |
Washburn County, Wisconsin 721

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

441C: | | | | | | | | | | | |

 Freeon----------------| 0-4 | 7-17|1.35-1.55| 0.60-2.00 |0.18-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 4 | 8 | 0

 | 4-19 | 5-17|1.30-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.1-1.0 | .43 | .43 | | |

 | 19-39 | 7-17|1.70-1.80| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 39-53 | 3-14|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 53-80 | 3-14|1.80-2.00| 0.01-0.06 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

 Cathro----------------| 0-28 | --- |0.28-0.45| 0.20-6.00 |0.35-0.45| --- | 60-85 | --- | --- | 2 | 2 | 134

 | 28-49 | 10-30|1.50-1.70| 0.20-2.00 |0.11-0.22| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 49-60 | 10-30|1.50-1.70| 0.20-2.00 |0.11-0.22| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

442C: | | | | | | | | | | | |

 Haugen----------------| 0-4 | 6-14|1.40-1.65| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 5 | 3 | 86

 | 4-15 | 4-14|1.40-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 15-23 | 4-14|1.40-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 23-35 | 5-15|1.40-1.70| 0.60-2.00 |0.05-0.16| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 35-49 | 6-16|1.40-1.70| 0.20-0.60 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 49-79 | 8-18|1.40-1.70| 0.20-0.60 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 79-80 | 6-15|1.80-1.90| 0.01-0.06 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | | | | | | | | | | | |

 Greenwood-------------| 0-6 | 0-0 |0.30-0.40| 6.00-20 |0.55-0.65| --- | 55-75 | .02 | .02 | 3 | 7 | 38

 | 6-60 | 0-0 |0.10-0.25| 0.60-6.00 |0.45-0.55| --- | 55-75 | .02 | .02 | | |

 | | | | | | | | | | | |

443D: | | | | | | | | | | | |

 Amery-----------------| 0-3 | 4-12|1.05-1.25| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 5 | 3 | 86

 | 3-22 | 4-15|1.50-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 22-34 | 4-14|1.65-1.90| 0.20-0.60 |0.07-0.16| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 34-41 | 4-15|1.65-1.90| 0.20-0.60 |0.07-0.16| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 41-57 | 6-17|1.65-1.90| 0.20-0.60 |0.07-0.16| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 57-71 | 6-17|1.65-1.90| 0.20-0.60 |0.07-0.16| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 71-80 | 4-15|1.80-2.00| 0.02-0.20 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

 Greenwood-------------| 0-6 | 0-0 |0.30-0.40| 6.00-20 |0.55-0.65| --- | 55-75 | .02 | .02 | 3 | 7 | 38

 | 6-60 | 0-0 |0.10-0.25| 0.60-6.00 |0.45-0.55| --- | 55-75 | .02 | .02 | | |

 | | | | | | | | | | | |

461A: | | | | | | | | | | | |

 Bowstring-------------| 0-38 | 0-0 |0.10-0.35| 0.20-6.00 |0.35-0.45| --- | 70-90 | .02 | .02 | 3 | 8 | 0

 | 38-47 | 0-10|1.40-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 47-80 | 0-0 |0.10-0.35| 0.20-6.00 |0.35-0.45| --- | 70-90 | .02 | .02 | | |

 | | | | | | | | | | | |

484A: | | | | | | | | | | | |

 Greenwood-------------| 0-6 | 0-0 |0.30-0.40| 6.00-20 |0.55-0.65| --- | 55-75 | .02 | .02 | 3 | 7 | 38

 | 6-60 | 0-0 |0.10-0.25| 0.60-6.00 |0.45-0.55| --- | 55-75 | .02 | .02 | | |

 | | | | | | | | | | | |

 Beseman---------------| 0-36 | 0-0 |0.10-0.25| 0.60-6.00 |0.35-0.45| --- | 25-75 | .02 | .02 | 2 | 8 | 0

 | 36-60 | 8-20|1.35-1.60| 0.20-0.60 |0.09-0.22| 0.0-2.9 | 0.5-1.0 | .43 | .43 | | |

 | | | | | | | | | | | |

495B: | | | | | | | | | | | |

 Karlsborg-------------| 0-9 | 6-8 |1.35-1.65| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-2.0 | .10 | .10 | 4 | 2 | 134

 | 9-28 | 0-8 |1.45-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 28-48 | 60-80|1.45-1.70| 0.01-0.20 |0.08-0.10| 6.0-8.9 | 0.0-0.5 | .28 | .28 | | |

 | 48-80 | 1-5 |1.55-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

 Grettum---------------| 0-3 | 2-12|1.35-1.60| 6.00-20 |0.09-0.11| 0.0-2.9 | 1.0-3.0 | .10 | .10 | 5 | 2 | 134

 | 3-32 | 2-12|1.40-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 32-75 | 2-12|1.40-1.65| 2.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 75-80 | 1-10|1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |
722 Soil Survey of

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

495B: | | | | | | | | | | | |

 Perida----------------| 0-9 | 6-8 |1.35-1.65| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-2.0 | .10 | .10 | 4 | 2 | 134

 | 9-43 | 0-8 |1.45-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 43-45 | 2-8 |1.45-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 45-60 | 50-80|1.45-1.70| 0.01-0.06 |0.08-0.10| 6.0-8.9 | 0.0-0.5 | .28 | .28 | | |

 | 60-74 | 50-80|1.45-1.70| 0.01-0.06 |0.08-0.10| 6.0-8.9 | 0.0-0.5 | .28 | .28 | | |

 | 74-80 | 1-10|1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

495C: | | | | | | | | | | | |

 Karlsborg-------------| 0-9 | 6-8 |1.35-1.65| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-2.0 | .10 | .10 | 4 | 2 | 134

 | 9-28 | 0-8 |1.45-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 28-48 | 60-80|1.45-1.70| 0.01-0.20 |0.08-0.10| 6.0-8.9 | 0.0-0.5 | .28 | .28 | | |

 | 48-80 | 1-5 |1.55-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

 Grettum---------------| 0-3 | 2-12|1.35-1.60| 6.00-20 |0.09-0.11| 0.0-2.9 | 1.0-3.0 | .10 | .10 | 5 | 2 | 134

 | 3-32 | 2-12|1.40-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 32-75 | 2-12|1.40-1.65| 2.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 75-80 | 1-10|1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

 Perida----------------| 0-9 | 6-8 |1.35-1.65| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-2.0 | .10 | .10 | 4 | 2 | 134

 | 9-43 | 0-8 |1.45-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 43-45 | 2-8 |1.45-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 45-60 | 50-80|1.45-1.70| 0.01-0.06 |0.08-0.10| 6.0-8.9 | 0.0-0.5 | .28 | .28 | | |

 | 60-74 | 50-80|1.45-1.70| 0.01-0.06 |0.08-0.10| 6.0-8.9 | 0.0-0.5 | .28 | .28 | | |

 | 74-80 | 1-10|1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

495D: | | | | | | | | | | | |

 Karlsborg-------------| 0-9 | 6-8 |1.35-1.65| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-2.0 | .10 | .10 | 4 | 2 | 134

 | 9-28 | 0-8 |1.45-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 28-48 | 60-80|1.45-1.70| 0.01-0.20 |0.08-0.10| 6.0-8.9 | 0.0-0.5 | .28 | .28 | | |

 | 48-80 | 1-5 |1.55-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

 Grettum---------------| 0-3 | 2-12|1.35-1.60| 6.00-20 |0.09-0.11| 0.0-2.9 | 1.0-3.0 | .10 | .10 | 5 | 2 | 134

 | 3-32 | 2-12|1.40-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 32-75 | 2-12|1.40-1.65| 2.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 75-80 | 1-10|1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

 Perida----------------| 0-9 | 6-8 |1.35-1.65| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-2.0 | .10 | .10 | 4 | 2 | 134

 | 9-43 | 0-8 |1.45-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 43-45 | 2-8 |1.45-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 45-60 | 50-80|1.45-1.70| 0.01-0.06 |0.08-0.10| 6.0-8.9 | 0.0-0.5 | .28 | .28 | | |

 | 60-74 | 50-80|1.45-1.70| 0.01-0.06 |0.08-0.10| 6.0-8.9 | 0.0-0.5 | .28 | .28 | | |

 | 74-80 | 1-10|1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

497A: | | | | | | | | | | | |

 Meenon----------------| 0-9 | 6-8 |1.35-1.65| 2.00-20 |0.09-0.11| 0.0-2.9 | 0.5-2.0 | .10 | .10 | 4 | 1 | 250

 | 9-28 | 1-7 |1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 28-41 | 60-90|1.35-1.60| 0.01-0.06 |0.08-0.10| 6.0-8.9 | 0.0-0.5 | .28 | .28 | | |

 | 41-80 | 1-7 |1.55-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

515A: | | | | | | | | | | | |

 Manitowish------------| 0-3 | 3-15|1.30-1.70| 2.00-6.00 |0.11-0.15| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 3 | 3 | 86

 | 3-4 | 3-13|1.35-1.65| 0.60-6.00 |0.11-0.18| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 4-16 | 5-15|1.40-1.70| 0.60-6.00 |0.11-0.18| 0.0-2.9 | 1.0-2.0 | .24 | .24 | | |

 | 16-19 | 0-8 |1.45-1.65| 2.00-60 |0.04-0.12| 0.0-2.9 | 1.0-2.0 | .15 | .15 | | |

 | 19-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |
Washburn County, Wisconsin 723

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

521A: | | | | | | | | | | | |

 Dody------------------| 0-3 | 0-0 |0.45-0.85| 2.00-6.00 |0.35-0.45| --- | 20-50 | .02 | .02 | 4 | 8 | 0

 | 3-9 | 1-12|1.35-1.60| 2.00-6.00 |0.06-0.08| 0.0-2.9 | 0.2-1.0 | .02 | .02 | | |

 | 9-20 | 2-12|1.40-1.65| 2.00-6.00 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 20-23 | 2-12|1.40-1.65| 2.00-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 23-47 | 50-80|1.35-1.70| 0.01-0.20 |0.08-0.12| 6.0-8.9 | 0.0-0.5 | .28 | .28 | | |

 | 47-58 | 2-12|1.40-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 58-80 | 0-12|1.40-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

524E: | | | | | | | | | | | |

 Rock outcrop. | | | | | | | | | | | |

 | | | | | | | | | | | |

 Frogcreek-------------| 0-4 | 5-12|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 2.0-4.0 | .37 | .37 | 5 | 5 | 56

 | 4-13 | 5-12|1.45-1.65| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 1.0-2.0 | .37 | .37 | | |

 | 13-19 | 6-16|1.65-1.85| 0.20-0.60 |0.07-0.20| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 19-32 | 7-18|1.65-1.85| 0.20-0.60 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 32-46 | 7-18|1.65-1.85| 0.20-0.60 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 46-80 | 2-10|1.85-2.00| 0.06-0.20 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | | | | | | | | | | | |

 Metonga---------------| 0-3 | 5-12|1.35-1.45| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 2.0-4.0 | .37 | .37 | 2 | 3 | 86

 | 3-4 | 3-15|1.35-1.70| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.5-1.0 | .37 | .37 | | |

 | 4-25 | 3-15|1.40-1.70| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | 25-28 | 3-10|1.40-1.75| 0.60-2.00 |0.07-0.16| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 28-80 | 0-0 | --- | 0.01-20 |0.00-0.00| --- | --- | --- | --- | | |

 | | | | | | | | | | | |

542B: | | | | | | | | | | | |

 Haugen, very stony----| 0-4 | 6-14|1.40-1.65| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 5 | 3 | 86

 | 4-15 | 4-14|1.40-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 15-23 | 4-14|1.40-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 23-35 | 5-15|1.40-1.70| 0.60-2.00 |0.05-0.16| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 35-49 | 6-16|1.40-1.70| 0.20-0.60 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 49-79 | 8-18|1.40-1.70| 0.20-0.60 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 79-80 | 6-15|1.80-1.90| 0.01-0.06 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | | | | | | | | | | | |

 Haugen----------------| 0-7 | 6-14|1.40-1.65| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 5 | 3 | 86

 | 7-15 | 4-14|1.40-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 15-23 | 4-14|1.40-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 23-35 | 5-15|1.40-1.70| 0.60-2.00 |0.05-0.16| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 35-49 | 6-16|1.40-1.70| 0.20-0.60 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 49-79 | 8-18|1.40-1.70| 0.20-0.60 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 79-80 | 6-15|1.80-1.90| 0.01-0.06 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | | | | | | | | | | | |

542C: | | | | | | | | | | | |

 Haugen, very stony----| 0-4 | 6-14|1.40-1.65| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 5 | 3 | 86

 | 4-15 | 4-14|1.40-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 15-23 | 4-14|1.40-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 23-35 | 5-15|1.40-1.70| 0.60-2.00 |0.05-0.16| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 35-49 | 6-16|1.40-1.70| 0.20-0.60 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 49-79 | 8-18|1.40-1.70| 0.20-0.60 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 79-80 | 6-15|1.80-1.90| 0.01-0.06 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | | | | | | | | | | | |

 Haugen----------------| 0-7 | 6-14|1.40-1.65| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 5 | 3 | 86

 | 7-15 | 4-14|1.40-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 15-23 | 4-14|1.40-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 23-35 | 5-15|1.40-1.70| 0.60-2.00 |0.05-0.16| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 35-49 | 6-16|1.40-1.70| 0.20-0.60 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 49-79 | 8-18|1.40-1.70| 0.20-0.60 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 79-80 | 6-15|1.80-1.90| 0.01-0.06 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | | | | | | | | | | | |
724 Soil Survey of

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

543B: | | | | | | | | | | | |

 Anigon----------------| 0-10 | 10-20|1.25-1.45| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 4 | 5 | 56

 | 10-14 | 8-20|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.5-1.0 | .43 | .43 | | |

 | 14-20 | 16-25|1.50-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 20-30 | 18-27|1.50-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 30-34 | 6-20|1.55-1.75| 6.00-20 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 34-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

543C2: | | | | | | | | | | | |

 Anigon----------------| 0-10 | 10-20|1.25-1.45| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 4 | 5 | 56

 | 10-14 | 8-20|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.5-1.0 | .43 | .43 | | |

 | 14-20 | 16-25|1.50-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 20-30 | 18-27|1.50-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 30-34 | 6-20|1.55-1.75| 6.00-20 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 34-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

544F: | | | | | | | | | | | |

 Menahga---------------| 0-1 | 0-0 |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 5 | 2 | 134

 | 1-2 | 0-8 |1.40-1.65| 6.00-20 |0.06-0.08| 0.0-2.9 | 0.5-2.0 | .02 | .02 | | |

 | 2-25 | 0-15|1.25-1.60| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 25-80 | 0-10|1.50-1.65| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

 Mahtomedi-------------| 0-5 | 2-15|1.40-1.60| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-1.0 | .10 | .10 | 5 | 2 | 134

 | 5-8 | 0-10|1.40-1.50| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | 8-15 | 0-10|1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 15-30 | 0-10|1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 30-60 | 0-10|1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

555A: | | | | | | | | | | | |

 Fordum----------------| 0-6 | 10-23|1.35-1.45| 0.60-2.00 |0.17-0.24| 0.0-2.9 | 4.0-12 | .32 | .32 | 4 | 5 | 56

 | 6-18 | 8-17|1.40-1.50| 0.60-6.00 |0.10-0.22| 0.0-2.9 | 1.0-12 | .37 | .37 | | |

 | 18-30 | 8-17|1.40-1.50| 0.60-6.00 |0.10-0.22| 0.0-2.9 | 1.0-12 | .37 | .37 | | |

 | 30-60 | 2-5 |1.55-1.70| 6.00-20 |0.04-0.10| 0.0-2.9 | 0.5-1.0 | .15 | .15 | | |

 | | | | | | | | | | | |

574B: | | | | | | | | | | | |

 Sayner----------------| 0-2 | 2-10|1.25-1.45| 2.00-6.00 |0.08-0.12| 0.0-2.9 | 1.0-3.0 | .10 | .10 | 5 | 2 | 134

 | 2-4 | 0-10|1.35-1.55| 2.00-20 |0.04-0.11| 0.0-2.9 | 0.5-1.0 | .10 | .10 | | |

 | 4-7 | 0-10|1.35-1.65| 2.00-20 |0.03-0.11| 0.0-2.9 | 1.0-2.0 | .10 | .10 | | |

 | 7-14 | 0-10|1.35-1.65| 2.00-20 |0.03-0.11| 0.0-2.9 | 1.0-2.0 | .02 | .02 | | |

 | 14-22 | 0-10|1.45-1.70| 2.00-20 |0.03-0.11| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | 22-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

574C: | | | | | | | | | | | |

 Sayner----------------| 0-2 | 2-10|1.25-1.45| 2.00-6.00 |0.08-0.12| 0.0-2.9 | 1.0-3.0 | .10 | .10 | 5 | 2 | 134

 | 2-4 | 0-10|1.35-1.55| 2.00-20 |0.04-0.11| 0.0-2.9 | 0.5-1.0 | .10 | .10 | | |

 | 4-7 | 0-10|1.35-1.65| 2.00-20 |0.03-0.11| 0.0-2.9 | 1.0-2.0 | .10 | .10 | | |

 | 7-14 | 0-10|1.35-1.65| 2.00-20 |0.03-0.11| 0.0-2.9 | 1.0-2.0 | .02 | .02 | | |

 | 14-22 | 0-10|1.45-1.70| 2.00-20 |0.03-0.11| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | 22-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

574E: | | | | | | | | | | | |

 Sayner----------------| 0-2 | 2-10|1.25-1.45| 2.00-6.00 |0.08-0.12| 0.0-2.9 | 1.0-3.0 | .10 | .10 | 5 | 2 | 134

 | 2-4 | 0-10|1.35-1.55| 2.00-20 |0.04-0.11| 0.0-2.9 | 0.5-1.0 | .10 | .10 | | |

 | 4-7 | 0-10|1.35-1.65| 2.00-20 |0.03-0.11| 0.0-2.9 | 1.0-2.0 | .10 | .10 | | |

 | 7-14 | 0-10|1.35-1.65| 2.00-20 |0.03-0.11| 0.0-2.9 | 1.0-2.0 | .02 | .02 | | |

 | 14-22 | 0-10|1.45-1.70| 2.00-20 |0.03-0.11| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | 22-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |
Washburn County, Wisconsin 725

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

579B: | | | | | | | | | | | |

 Parkfalls-------------| 0-5 | 4-15|1.35-1.70| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 1.0-2.0 | .24 | .24 | 4 | 3 | 86

 | 5-8 | 5-12|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 8-17 | 6-14|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 17-30 | 7-16|1.65-1.85| 0.20-0.60 |0.10-0.14| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 30-33 | 9-17|1.65-1.85| 0.20-0.60 |0.10-0.14| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 33-48 | 8-16|1.80-2.00| 0.20-0.60 |0.02-0.04| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 48-80 | 2-10|1.85-2.00| 0.06-0.20 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

600A: | | | | | | | | | | | |

 Haplosaprists---------| --- | --- | --- | --- | --- | --- | --- | --- | --- | 2 | 8 | 0

 | | | | | | | | | | | |

 Psammaquents----------| --- | --- | --- | --- | --- | --- | --- | --- | --- | 2 | 8 | 0

 | | | | | | | | | | | |

615B: | | | | | | | | | | | |

 Cress-----------------| 0-3 | 5-18|1.25-1.60| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 0.5-2.0 | .24 | .24 | 3 | 3 | 86

 | 3-15 | 5-18|1.40-1.70| 0.60-2.00 |0.12-0.17| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 15-31 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 31-36 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 36-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

615C: | | | | | | | | | | | |

 Cress-----------------| 0-3 | 5-18|1.25-1.60| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 0.5-2.0 | .24 | .24 | 3 | 3 | 86

 | 3-15 | 5-18|1.40-1.70| 0.60-2.00 |0.12-0.17| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 15-31 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 31-36 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 36-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

615D: | | | | | | | | | | | |

 Cress-----------------| 0-3 | 5-18|1.25-1.60| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 0.5-2.0 | .24 | .24 | 3 | 3 | 86

 | 3-15 | 5-18|1.40-1.70| 0.60-2.00 |0.12-0.17| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 15-31 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 31-36 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 36-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

623A: | | | | | | | | | | | |

 Capitola--------------| 0-5 | 0-0 |0.15-0.35| 2.00-6.00 |0.35-0.45| --- | 50-80 | .02 | .02 | 4 | 8 | 0

 | 5-7 | 12-16|1.25-1.45| 0.60-2.00 |0.16-0.24| 0.0-2.9 | 3.0-10 | .37 | .37 | | |

 | 7-22 | 8-17|1.35-1.60| 0.60-2.00 |0.09-0.22| 0.0-2.9 | 0.5-1.0 | .43 | .43 | | |

 | 22-33 | 8-16|1.40-1.90| 0.60-2.00 |0.07-0.16| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 33-60 | 5-10|1.70-1.90| 0.01-0.06 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

624A: | | | | | | | | | | | |

 Ossmer----------------| 0-4 | 8-15|1.35-1.55| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 2.0-3.0 | .37 | .37 | 4 | 5 | 56

 | 4-6 | 5-14|1.40-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-1.0 | .37 | .37 | | |

 | 6-11 | 6-16|1.40-1.65| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | 11-26 | 7-17|1.40-1.65| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | 26-34 | 7-17|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | 34-38 | 7-17|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | 38-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

632A: | | | | | | | | | | | |

 Aftad-----------------| 0-10 | 3-8 |1.35-1.65| 0.60-2.00 |0.14-0.18| 0.0-2.9 | 1.0-3.0 | .28 | .28 | 5 | 3 | 86

 | 10-29 | 3-12|1.45-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-1.0 | .43 | .43 | | |

 | 29-36 | 6-14|1.50-1.70| 0.60-2.00 |0.10-0.19| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 36-41 | 8-15|1.50-1.70| 0.60-2.00 |0.10-0.19| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 41-60 | 5-12|1.50-1.70| 0.20-0.60 |0.11-0.22| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | | | | | | | | | | | |
726 Soil Survey of

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

632B: | | | | | | | | | | | |

 Aftad-----------------| 0-10 | 3-8 |1.35-1.65| 0.60-2.00 |0.14-0.18| 0.0-2.9 | 1.0-3.0 | .28 | .28 | 5 | 3 | 86

 | 10-29 | 3-12|1.45-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-1.0 | .43 | .43 | | |

 | 29-36 | 6-14|1.50-1.70| 0.60-2.00 |0.10-0.19| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 36-41 | 8-15|1.50-1.70| 0.60-2.00 |0.10-0.19| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 41-60 | 5-12|1.50-1.70| 0.20-0.60 |0.11-0.22| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | | | | | | | | | | | |

632C: | | | | | | | | | | | |

 Aftad-----------------| 0-10 | 3-8 |1.35-1.65| 0.60-2.00 |0.14-0.18| 0.0-2.9 | 1.0-3.0 | .28 | .28 | 5 | 3 | 86

 | 10-29 | 3-12|1.45-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-1.0 | .43 | .43 | | |

 | 29-36 | 6-14|1.50-1.70| 0.60-2.00 |0.10-0.19| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 36-41 | 8-15|1.50-1.70| 0.60-2.00 |0.10-0.19| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 41-60 | 5-12|1.50-1.70| 0.20-0.60 |0.11-0.22| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | | | | | | | | | | | |

633F: | | | | | | | | | | | |

 Pence-----------------| 0-3 | 3-15|1.30-1.70| 2.00-6.00 |0.11-0.15| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 3 | 3 | 86

 | 3-8 | 3-13|1.35-1.65| 0.60-6.00 |0.11-0.18| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 8-15 | 5-15|1.35-1.45| 0.60-6.00 |0.10-0.15| 0.0-2.9 | 1.0-2.0 | .17 | .24 | | |

 | 15-21 | 0-6 |1.65-1.75| 2.00-60 |0.05-0.08| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 21-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

 Padus-----------------| 0-2 | 3-15|1.35-1.70| 0.60-2.00 |0.10-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 3 | 56

 | 2-3 | 3-13|1.40-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 3-19 | 5-15|1.40-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 1.0-2.0 | .24 | .24 | | |

 | 19-26 | 5-15|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 26-38 | 7-17|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 38-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

648B: | | | | | | | | | | | |

 Sconsin---------------| 0-4 | 9-14|1.35-1.55| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 2.0-3.0 | .37 | .37 | 4 | 5 | 56

 | 4-5 | 5-14|1.40-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.5-1.0 | .37 | .37 | | |

 | 5-10 | 5-14|1.40-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.5-1.0 | .37 | .37 | | |

 | 10-18 | 5-14|1.40-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.5-1.0 | .37 | .37 | | |

 | 18-27 | 5-14|1.40-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.5-1.0 | .37 | .37 | | |

 | 27-34 | 7-17|1.50-1.70| 0.60-2.00 |0.05-0.19| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | 34-38 | 6-15|1.80-2.00| 0.01-0.20 |0.05-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 38-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

670C: | | | | | | | | | | | |

 Keweenaw--------------| 0-2 | 5-20|1.35-1.60| 2.00-6.00 |0.09-0.14| 0.0-2.9 | 1.0-2.0 | .20 | .20 | 5 | 3 | 86

 | 2-4 | 5-15|1.45-1.80| 2.00-6.00 |0.09-0.14| 0.0-2.9 | 0.5-1.0 | .17 | .24 | | |

 | 4-16 | 5-15|1.55-1.80| 2.00-6.00 |0.08-0.13| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 16-20 | 2-10|1.55-1.80| 2.00-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 20-27 | 2-10|1.55-1.80| 0.60-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 27-43 | 2-15|1.55-1.80| 0.60-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 43-75 | 5-20|1.55-1.80| 0.60-6.00 |0.08-0.13| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 75-80 | 2-10|1.50-1.70| 2.00-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | | | | | | | | | | | |

 Pence-----------------| 0-3 | 3-15|1.30-1.70| 2.00-6.00 |0.11-0.15| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 3 | 3 | 86

 | 3-8 | 3-13|1.35-1.65| 0.60-6.00 |0.11-0.18| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 8-15 | 5-15|1.35-1.45| 0.60-6.00 |0.10-0.15| 0.0-2.9 | 1.0-2.0 | .17 | .24 | | |

 | 15-21 | 0-6 |1.65-1.75| 2.00-60 |0.05-0.08| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 21-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

670E: | | | | | | | | | | | |

 Keweenaw--------------| 0-2 | 5-20|1.35-1.60| 2.00-6.00 |0.09-0.14| 0.0-2.9 | 1.0-2.0 | .20 | .20 | 5 | 3 | 86

 | 2-4 | 5-15|1.45-1.80| 2.00-6.00 |0.09-0.14| 0.0-2.9 | 0.5-1.0 | .17 | .24 | | |

 | 4-16 | 5-15|1.55-1.80| 2.00-6.00 |0.08-0.13| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 16-20 | 2-10|1.55-1.80| 2.00-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 20-27 | 2-10|1.55-1.80| 0.60-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 27-43 | 2-15|1.55-1.80| 0.60-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 43-75 | 5-20|1.55-1.80| 0.60-6.00 |0.08-0.13| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 75-80 | 2-10|1.50-1.70| 2.00-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | | | | | | | | | | | |
Washburn County, Wisconsin 727

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

670E: | | | | | | | | | | | |

 Pence-----------------| 0-3 | 3-15|1.30-1.70| 2.00-6.00 |0.11-0.15| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 3 | 3 | 86

 | 3-8 | 3-13|1.35-1.65| 0.60-6.00 |0.11-0.18| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 8-15 | 5-15|1.35-1.45| 0.60-6.00 |0.10-0.15| 0.0-2.9 | 1.0-2.0 | .17 | .24 | | |

 | 15-21 | 0-6 |1.65-1.75| 2.00-60 |0.05-0.08| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 21-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

671B: | | | | | | | | | | | |

 Spoonerhill, stony----| 0-3 | 2-15|1.35-1.70| 2.00-6.00 |0.12-0.14| 0.0-2.9 | 1.0-2.0 | .24 | .24 | 5 | 8 | 0

 | 3-12 | 2-15|1.45-1.80| 2.00-6.00 |0.06-0.14| 0.0-2.9 | 0.5-1.0 | .17 | .24 | | |

 | 12-16 | 2-15|1.55-1.80| 2.00-6.00 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 16-34 | 2-10|1.55-1.80| 0.60-2.00 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 34-46 | 2-10|1.80-1.85| 0.20-0.60 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 46-80 | 2-10|1.80-1.85| 0.20-0.60 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | | | | | | | | | | | |

 Spoonerhill-----------| 0-3 | 2-15|1.35-1.70| 2.00-6.00 |0.12-0.14| 0.0-2.9 | 1.0-2.0 | .20 | .20 | 5 | 8 | 0

 | 3-12 | 2-15|1.45-1.80| 2.00-6.00 |0.06-0.14| 0.0-2.9 | 0.5-1.0 | .17 | .24 | | |

 | 12-16 | 2-15|1.55-1.80| 2.00-6.00 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 16-34 | 2-10|1.55-1.80| 0.60-2.00 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 34-46 | 2-10|1.80-1.85| 0.20-0.60 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 46-80 | 2-10|1.80-1.85| 0.20-0.60 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | | | | | | | | | | | |

680B: | | | | | | | | | | | |

 Stanberry, stony------| 0-1 | 0-0 |0.15-0.40| 6.00-20 |0.35-0.45| --- | 30-80 | .02 | .02 | 4 | 3 | 86

 | 1-3 | 5-12|1.35-1.70| 0.60-2.00 |0.12-0.22| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 3-19 | 6-14|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 19-24 | 7-16|1.65-1.85| 0.20-0.60 |0.09-0.14| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 24-32 | 9-17|1.65-1.85| 0.20-0.60 |0.09-0.14| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 32-42 | 5-10|1.65-1.85| 0.20-0.60 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 42-80 | 2-10|1.85-2.00| 0.06-0.20 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

 Pence, stony----------| 0-3 | 3-15|1.30-1.70| 2.00-6.00 |0.11-0.15| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 3 | 3 | 86

 | 3-8 | 3-13|1.35-1.65| 0.60-6.00 |0.11-0.18| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 8-15 | 5-15|1.35-1.45| 0.60-6.00 |0.10-0.15| 0.0-2.9 | 1.0-2.0 | .17 | .24 | | |

 | 15-21 | 0-6 |1.65-1.75| 2.00-60 |0.05-0.08| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 21-60 | 0-5 |1.55-1.80| 6.00-60 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

683A: | | | | | | | | | | | |

 Tipler----------------| 0-3 | 3-15|1.35-1.70| 0.60-2.00 |0.10-0.15| 0.0-2.9 | 2.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 3-5 | 3-13|1.40-1.65| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 5-19 | 5-15|1.40-1.65| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 1.0-2.0 | .24 | .24 | | |

 | 19-26 | 7-17|1.40-1.65| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 26-33 | 8-18|1.40-1.65| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 33-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

706A: | | | | | | | | | | | |

 Winterfield-----------| 0-7 | 2-15|0.90-1.50| 6.00-20 |0.17-0.19| 0.0-2.9 | 2.0-4.0 | .37 | .37 | 5 | 3 | 86

 | 7-60 | 0-10|1.55-1.65| 6.00-20 |0.04-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | | | | | | | | | | | |

 Totagatic-------------| 0-4 | 5-15|1.30-1.55| 6.00-20 |0.15-0.17| 0.0-2.9 | 1.0-2.0 | .28 | .28 | 5 | 3 | 86

 | 4-8 | 0-10|1.40-1.65| 6.00-20 |0.05-0.15| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 8-17 | 0-10|1.40-1.65| 6.00-20 |0.05-0.15| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 17-28 | 0-10|1.40-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-10 | .10 | .15 | | |

 | 28-46 | 0-10|1.40-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-10 | .10 | .15 | | |

 | 46-70 | 0-10|1.40-1.65| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 70-80 | 0-10|1.40-1.65| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |
728 Soil Survey of

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

724A: | | | | | | | | | | | |

 Rib-------------------| 0-7 | 10-20|1.25-1.35| 0.60-2.00 |0.22-0.28| 0.0-2.9 | 3.0-10 | .32 | .32 | 4 | 5 | 56

 | 7-10 | 10-15|1.45-1.55| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 10-32 | 18-30|1.45-1.55| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.5-1.0 | .43 | .43 | | |

 | 32-35 | 5-25|1.45-1.75| 0.60-2.00 |0.10-0.19| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | 35-37 | 2-10|1.65-1.75| 2.00-6.00 |0.05-0.08| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 37-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

 Rock outcrop. | | | | | | | | | | | |

 | | | | | | | | | | | |

726B: | | | | | | | | | | | |

 Sissabagama-----------| 0-10 | 2-12|1.35-1.60| 6.00-20 |0.09-0.11| 0.0-2.9 | 1.0-3.0 | .10 | .10 | 5 | 2 | 134

 | 10-31 | 2-12|1.40-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 31-45 | 2-12|1.50-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 45-80 | 5-15|1.50-1.65| 0.20-0.60 |0.05-0.20| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | | | | | | | | | | | |

733A: | | | | | | | | | | | |

 Wozny-----------------| 0-3 | 0-0 |0.15-0.35| 2.00-6.00 |0.35-0.45| --- | 50-80 | .02 | .02 | 5 | 8 | 0

 | 3-17 | 5-12|1.25-1.45| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.5-1.0 | .32 | .32 | | |

 | 17-37 | 8-16|1.45-1.65| 0.60-2.00 |0.12-0.22| 0.0-2.9 | 0.5-1.0 | .43 | .43 | | |

 | 37-56 | 4-12|1.65-1.85| 0.20-0.60 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 56-80 | 2-10|1.85-2.00| 0.06-0.20 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | | | | | | | | | | | |

771A: | | | | | | | | | | | |

 Lenroot---------------| 0-4 | 2-15|1.40-1.60| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-1.0 | .10 | .10 | 5 | 2 | 134

 | 4-8 | 0-10|1.45-1.75| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 8-14 | 0-10|1.45-1.75| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 14-21 | 0-5 |1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 21-80 | 0-5 |1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

827A: | | | | | | | | | | | |

 Scoba-----------------| 0-9 | 6-15|1.35-1.70| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 2.0-3.0 | .24 | .24 | 4 | 5 | 56

 | 9-16 | 6-15|1.40-1.70| 0.60-2.00 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | 16-20 | 8-17|1.40-1.70| 0.60-2.00 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 20-26 | 8-17|1.40-1.70| 0.60-2.00 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 26-31 | 2-12|1.45-1.70| 0.60-2.00 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 31-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

853C: | | | | | | | | | | | |

 Frogcreek-------------| 0-4 | 5-12|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 2.0-4.0 | .37 | .37 | 5 | 8 | 0

 | 4-13 | 5-12|1.45-1.65| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 1.0-2.0 | .37 | .37 | | |

 | 13-19 | 6-16|1.65-1.85| 0.20-0.60 |0.07-0.20| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 19-32 | 7-18|1.65-1.85| 0.20-0.60 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 32-46 | 7-18|1.65-1.85| 0.20-0.60 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 46-80 | 2-10|1.85-2.00| 0.06-0.20 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | | | | | | | | | | | |

 Stinnett--------------| 0-4 | 5-12|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 2.0-4.0 | .37 | .37 | 5 | 8 | 0

 | 4-7 | 0-12|1.40-1.65| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | 7-18 | 0-12|1.40-1.65| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | 18-29 | 8-17|1.45-1.65| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | 29-34 | 6-16|1.65-1.85| 0.20-0.60 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 34-41 | 7-18|1.65-1.85| 0.20-0.60 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 41-55 | 2-10|1.65-1.85| 0.20-0.60 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 55-80 | 2-10|1.85-2.00| 0.06-0.20 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | | | | | | | | | | | |

 Wozny-----------------| 0-3 | 0-0 |0.15-0.35| 2.00-6.00 |0.35-0.45| --- | 50-80 | .02 | .02 | 5 | 8 | 0

 | 3-17 | 5-12|1.25-1.45| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.5-1.0 | .32 | .32 | | |

 | 17-37 | 8-16|1.45-1.65| 0.60-2.00 |0.12-0.22| 0.0-2.9 | 0.5-1.0 | .43 | .43 | | |

 | 37-56 | 4-12|1.65-1.85| 0.20-0.60 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 56-80 | 2-10|1.85-2.00| 0.06-0.20 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | | | | | | | | | | | |
Washburn County, Wisconsin 729

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

856B: | | | | | | | | | | | |

 Stinnett--------------| 0-4 | 5-12|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 2.0-4.0 | .37 | .37 | 5 | 8 | 0

 | 4-7 | 0-12|1.40-1.65| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | 7-18 | 0-12|1.40-1.65| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | 18-29 | 8-17|1.45-1.65| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | 29-34 | 6-16|1.65-1.85| 0.20-0.60 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 34-41 | 7-18|1.65-1.85| 0.20-0.60 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 41-55 | 2-10|1.65-1.85| 0.20-0.60 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 55-80 | 2-10|1.85-2.00| 0.06-0.20 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | | | | | | | | | | | |

857B: | | | | | | | | | | | |

 Frogcreek-------------| 0-4 | 5-12|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 2.0-4.0 | .37 | .37 | 5 | 8 | 0

 | 4-13 | 5-12|1.45-1.65| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 1.0-2.0 | .37 | .37 | | |

 | 13-19 | 6-16|1.65-1.85| 0.20-0.60 |0.07-0.20| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 19-32 | 7-18|1.65-1.85| 0.20-0.60 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 32-46 | 7-18|1.65-1.85| 0.20-0.60 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 46-80 | 2-10|1.85-2.00| 0.06-0.20 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | | | | | | | | | | | |

857C: | | | | | | | | | | | |

 Frogcreek-------------| 0-4 | 5-12|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 2.0-4.0 | .37 | .37 | 5 | 8 | 0

 | 4-13 | 5-12|1.45-1.65| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 1.0-2.0 | .37 | .37 | | |

 | 13-19 | 6-16|1.65-1.85| 0.20-0.60 |0.07-0.20| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 19-32 | 7-18|1.65-1.85| 0.20-0.60 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 32-46 | 7-18|1.65-1.85| 0.20-0.60 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 46-80 | 2-10|1.85-2.00| 0.06-0.20 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | | | | | | | | | | | |

873B: | | | | | | | | | | | |

 Stanberry-------------| 0-1 | 0-0 |0.15-0.40| 6.00-20 |0.35-0.45| --- | 30-80 | .02 | .02 | 4 | 3 | 86

 | 1-3 | 5-12|1.35-1.70| 0.60-2.00 |0.12-0.22| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 3-19 | 6-14|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 19-24 | 7-16|1.65-1.85| 0.20-0.60 |0.09-0.14| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 24-32 | 9-17|1.65-1.85| 0.20-0.60 |0.09-0.14| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 32-42 | 5-10|1.65-1.85| 0.20-0.60 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 42-80 | 2-10|1.85-2.00| 0.06-0.20 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

873C: | | | | | | | | | | | |

 Stanberry-------------| 0-1 | 0-0 |0.15-0.40| 6.00-20 |0.35-0.45| --- | 30-80 | .02 | .02 | 4 | 3 | 86

 | 1-3 | 5-12|1.35-1.70| 0.60-2.00 |0.12-0.22| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 3-19 | 6-14|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 19-24 | 7-16|1.65-1.85| 0.20-0.60 |0.09-0.14| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 24-32 | 9-17|1.65-1.85| 0.20-0.60 |0.09-0.14| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 32-42 | 5-10|1.65-1.85| 0.20-0.60 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 42-80 | 2-10|1.85-2.00| 0.06-0.20 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

873D: | | | | | | | | | | | |

 Stanberry-------------| 0-1 | 0-0 |0.15-0.40| 6.00-20 |0.35-0.45| --- | 30-80 | .02 | .02 | 4 | 3 | 86

 | 1-3 | 5-12|1.35-1.70| 0.60-2.00 |0.12-0.22| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 3-19 | 6-14|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 19-24 | 7-16|1.65-1.85| 0.20-0.60 |0.09-0.14| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 24-32 | 9-17|1.65-1.85| 0.20-0.60 |0.09-0.14| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 32-42 | 5-10|1.65-1.85| 0.20-0.60 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 42-80 | 2-10|1.85-2.00| 0.06-0.20 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

905A: | | | | | | | | | | | |

 Cublake---------------| 0-3 | 0-8 |1.40-1.65| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-2.0 | .10 | .10 | 5 | 1 | 220

 | 3-4 | 0-10|1.35-1.65| 2.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 4-23 | 0-10|1.40-1.70| 2.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 23-32 | 0-5 |1.45-1.70| 2.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 32-40 | 0-5 |1.45-1.70| 2.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 40-48 | 0-5 |1.45-1.70| 2.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 48-60 | 10-25|1.40-1.80| 0.20-2.00 |0.17-0.22| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |
730 Soil Survey of

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

926A: | | | | | | | | | | | |

 Flink-----------------| 0-3 | 0-8 |1.40-1.65| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-2.0 | .10 | .10 | 5 | 1 | 220

 | 3-6 | 1-5 |1.35-1.60| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 6-9 | 1-6 |1.35-1.65| 2.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 9-26 | 1-6 |1.35-1.65| 2.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 26-35 | 1-3 |1.40-1.70| 2.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 35-46 | 1-3 |1.40-1.70| 2.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 46-52 | 10-35|1.40-1.80| 0.20-2.00 |0.18-0.22| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | 52-80 | 5-35|1.40-1.80| 0.20-2.00 |0.05-0.22| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |

943D: | | | | | | | | | | | |

 Stanberry-------------| 0-1 | 0-0 |0.15-0.40| 6.00-20 |0.35-0.45| --- | 30-80 | .02 | .02 | 4 | 3 | 86

 | 1-3 | 5-12|1.35-1.70| 0.60-2.00 |0.12-0.22| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 3-19 | 6-14|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 19-24 | 7-16|1.65-1.85| 0.20-0.60 |0.09-0.14| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 24-32 | 9-17|1.65-1.85| 0.20-0.60 |0.09-0.14| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 32-42 | 5-10|1.65-1.85| 0.20-0.60 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 42-80 | 2-10|1.85-2.00| 0.06-0.20 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

 Greenwood-------------| 0-6 | 0-0 |0.30-0.40| 2.00-6.00 |0.55-0.65| --- | 55-75 | --- | --- | 3 | 7 | 38

 | 6-60 | 0-0 |0.10-0.25| 0.60-2.00 |0.45-0.55| --- | 55-75 | --- | --- | | |

 | | | | | | | | | | | |

948A: | | | | | | | | | | | |

 Billyboy--------------| 0-4 | 9-14|1.35-1.55| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 2.0-3.0 | .37 | .37 | 4 | 5 | 56

 | 4-11 | 5-14|1.40-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.5-1.0 | .37 | .37 | | |

 | 11-20 | 5-15|1.40-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.5-1.0 | .37 | .37 | | |

 | 20-26 | 6-17|1.50-1.70| 0.60-2.00 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .28 | | |

 | 26-30 | 8-17|1.50-1.70| 0.60-2.00 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | .20 | .24 | | |

 | 30-35 | 6-10|1.45-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 35-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

970C: | | | | | | | | | | | |

 Keweenaw--------------| 0-2 | 5-20|1.35-1.60| 2.00-6.00 |0.09-0.14| 0.0-2.9 | 1.0-2.0 | .20 | .20 | 5 | 8 | 0

 | 2-4 | 5-15|1.45-1.80| 2.00-6.00 |0.09-0.14| 0.0-2.9 | 0.5-1.0 | .17 | .24 | | |

 | 4-16 | 5-15|1.55-1.80| 2.00-6.00 |0.08-0.13| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 16-20 | 2-10|1.55-1.80| 2.00-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 20-27 | 2-10|1.55-1.80| 0.60-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 27-43 | 2-15|1.55-1.80| 0.60-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 43-75 | 5-20|1.55-1.80| 0.60-6.00 |0.08-0.13| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 75-80 | 2-10|1.50-1.70| 2.00-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | | | | | | | | | | | |

 Pence-----------------| 0-3 | 3-15|1.30-1.70| 2.00-6.00 |0.11-0.15| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 3 | 3 | 86

 | 3-8 | 3-13|1.35-1.65| 0.60-6.00 |0.11-0.18| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 8-15 | 5-15|1.35-1.45| 0.60-6.00 |0.10-0.15| 0.0-2.9 | 1.0-2.0 | .17 | .24 | | |

 | 15-21 | 0-6 |1.65-1.75| 2.00-60 |0.05-0.08| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 21-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

 Greenwood-------------| 0-6 | 0-0 |0.30-0.40| 6.00-20 |0.55-0.65| --- | 55-75 | --- | --- | 3 | 7 | 38

 | 6-60 | 0-0 |0.10-0.25| 0.60-6.00 |0.45-0.55| --- | 55-75 | --- | --- | | |

 | | | | | | | | | | | |

970E: | | | | | | | | | | | |

 Keweenaw--------------| 0-2 | 5-20|1.35-1.60| 2.00-6.00 |0.09-0.14| 0.0-2.9 | 1.0-2.0 | .20 | .20 | 5 | 8 | 0

 | 2-4 | 5-15|1.45-1.80| 2.00-6.00 |0.09-0.14| 0.0-2.9 | 0.5-1.0 | .17 | .24 | | |

 | 4-16 | 5-15|1.55-1.80| 2.00-6.00 |0.08-0.13| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 16-20 | 2-10|1.55-1.80| 2.00-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 20-27 | 2-10|1.55-1.80| 0.60-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 27-43 | 2-15|1.55-1.80| 0.60-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 43-75 | 5-20|1.55-1.80| 0.60-6.00 |0.08-0.13| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 75-80 | 2-10|1.50-1.70| 2.00-6.00 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | | | | | | | | | | | |
Washburn County, Wisconsin 731

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

970E: | | | | | | | | | | | |

 Pence-----------------| 0-3 | 3-15|1.30-1.70| 2.00-6.00 |0.11-0.15| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 3 | 3 | 86

 | 3-8 | 3-13|1.35-1.65| 0.60-6.00 |0.11-0.18| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 8-15 | 5-15|1.35-1.45| 0.60-6.00 |0.10-0.15| 0.0-2.9 | 1.0-2.0 | .17 | .24 | | |

 | 15-21 | 0-6 |1.65-1.75| 2.00-60 |0.05-0.08| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 21-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

 Greenwood-------------| 0-6 | 0-0 |0.30-0.40| 6.00-20 |0.55-0.65| --- | 55-75 | --- | --- | 3 | 7 | 38

 | 6-60 | 0-0 |0.10-0.25| 0.60-6.00 |0.45-0.55| --- | 55-75 | --- | --- | | |

 | | | | | | | | | | | |

1070C: | | | | | | | | | | | |

 Fremstadt-------------| 0-5 | 5-15|1.35-1.60| 2.00-20 |0.12-0.14| 0.0-2.9 | 1.0-2.0 | .20 | .20 | 5 | 8 | 0

 | 5-33 | 2-10|1.45-1.80| 2.00-20 |0.08-0.11| 0.0-2.9 | 0.6-1.0 | .15 | .17 | | |

 | 33-37 | 5-15|1.50-1.80| 2.00-20 |0.05-0.11| 0.0-2.9 | 0.0-0.5 | .15 | .17 | | |

 | 37-45 | 2-15|1.50-1.80| 2.00-20 |0.05-0.11| 0.0-2.9 | 0.0-0.5 | .15 | .17 | | |

 | 45-70 | 2-10|1.50-1.70| 2.00-20 |0.04-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .17 | | |

 | 70-80 | 2-10|1.50-1.70| 2.00-6.00 |0.04-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .17 | | |

 | | | | | | | | | | | |

 Cress-----------------| 0-3 | 5-18|1.25-1.60| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 0.5-2.0 | .24 | .24 | 3 | 3 | 86

 | 3-15 | 5-18|1.40-1.70| 0.60-2.00 |0.12-0.17| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 15-31 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 31-36 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 36-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

1070D: | | | | | | | | | | | |

 Fremstadt-------------| 0-5 | 5-15|1.35-1.60| 2.00-20 |0.12-0.14| 0.0-2.9 | 1.0-2.0 | .20 | .20 | 5 | 8 | 0

 | 5-33 | 2-10|1.45-1.80| 2.00-20 |0.08-0.11| 0.0-2.9 | 0.6-1.0 | .15 | .17 | | |

 | 33-37 | 5-15|1.50-1.80| 2.00-20 |0.05-0.11| 0.0-2.9 | 0.0-0.5 | .15 | .17 | | |

 | 37-45 | 2-15|1.50-1.80| 2.00-20 |0.05-0.11| 0.0-2.9 | 0.0-0.5 | .15 | .17 | | |

 | 45-70 | 2-10|1.50-1.70| 2.00-20 |0.04-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .17 | | |

 | 70-80 | 2-10|1.50-1.70| 2.00-6.00 |0.04-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .17 | | |

 | | | | | | | | | | | |

 Cress-----------------| 0-3 | 5-18|1.25-1.60| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 0.5-2.0 | .24 | .24 | 3 | 3 | 86

 | 3-15 | 5-18|1.40-1.70| 0.60-2.00 |0.12-0.17| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 15-31 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 31-36 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 36-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

1080B: | | | | | | | | | | | |

 Spoonerhill-----------| 0-3 | 2-15|1.35-1.70| 2.00-6.00 |0.12-0.14| 0.0-2.9 | 1.0-2.0 | .24 | .24 | 5 | 8 | 0

 | 3-12 | 2-15|1.45-1.80| 2.00-6.00 |0.06-0.14| 0.0-2.9 | 0.5-1.0 | .17 | .24 | | |

 | 12-16 | 2-15|1.55-1.80| 2.00-6.00 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 16-34 | 2-10|1.55-1.80| 0.60-2.00 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 34-46 | 2-10|1.80-1.85| 0.20-0.60 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 46-80 | 2-10|1.80-1.85| 0.20-0.60 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | | | | | | | | | | | |

 Spoonerhill, stony----| 0-3 | 2-15|1.35-1.70| 2.00-6.00 |0.12-0.14| 0.0-2.9 | 1.0-2.0 | .24 | .24 | 5 | 8 | 0

 | 3-12 | 2-15|1.45-1.80| 2.00-6.00 |0.06-0.14| 0.0-2.9 | 0.5-1.0 | .17 | .24 | | |

 | 12-16 | 2-15|1.55-1.80| 2.00-6.00 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 16-34 | 2-10|1.55-1.80| 0.60-2.00 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 34-46 | 2-10|1.80-1.85| 0.20-0.60 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 46-80 | 2-10|1.80-1.85| 0.20-0.60 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | | | | | | | | | | | |

 Cress-----------------| 0-3 | 5-18|1.25-1.60| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 0.5-2.0 | .24 | .24 | 3 | 3 | 86

 | 3-15 | 5-18|1.40-1.70| 0.60-2.00 |0.12-0.17| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 15-31 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 31-36 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 36-60 | 1-6 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |
732 Soil Survey of

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

1653C: | | | | | | | | | | | |

 Stanberry-------------| 0-1 | 0-0 |0.15-0.40| 6.00-20 |0.35-0.45| --- | 30-80 | .02 | .02 | 4 | 3 | 86

 | 1-3 | 5-12|1.35-1.70| 0.60-2.00 |0.12-0.22| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 3-19 | 6-14|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 19-24 | 7-16|1.65-1.85| 0.20-0.60 |0.09-0.14| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 24-32 | 9-17|1.65-1.85| 0.20-0.60 |0.09-0.14| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 32-42 | 5-10|1.65-1.85| 0.20-0.60 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 42-80 | 2-10|1.85-2.00| 0.06-0.20 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

 Parkfalls-------------| 0-5 | 4-15|1.35-1.70| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 1.0-2.0 | .24 | .24 | 4 | 3 | 86

 | 5-8 | 5-12|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 8-17 | 6-14|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 17-30 | 7-16|1.65-1.85| 0.20-0.60 |0.10-0.14| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 30-33 | 9-17|1.65-1.85| 0.20-0.60 |0.10-0.14| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 33-48 | 8-16|1.80-2.00| 0.20-0.60 |0.04-0.07| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 48-80 | 2-10|1.85-2.00| 0.06-0.20 |0.03-0.05| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

 Wozny-----------------| 0-3 | 0-0 |0.15-0.35| 2.00-6.00 |0.35-0.45| --- | 50-80 | .02 | .02 | 5 | 8 | 0

 | 3-17 | 5-12|1.25-1.45| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.5-1.0 | .32 | .32 | | |

 | 17-37 | 8-16|1.45-1.65| 0.60-2.00 |0.12-0.22| 0.0-2.9 | 0.5-1.0 | .43 | .43 | | |

 | 37-56 | 4-12|1.65-1.85| 0.20-0.60 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 56-80 | 2-10|1.85-2.00| 0.06-0.20 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | | | | | | | | | | | |

2015. | | | | | | | | | | | |

 Pits | | | | | | | | | | | |

 | | | | | | | | | | | |

2050. | | | | | | | | | | | |

 Landfill | | | | | | | | | | | |

 | | | | | | | | | | | |

3011A: | | | | | | | | | | | |

 Barronett-------------| 0-9 | 8-22|1.25-1.50| 0.60-2.00 |0.20-0.26| 0.0-2.9 | 3.0-10 | .32 | .32 | 5 | 5 | 56

 | 9-16 | 8-20|1.45-1.65| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.0-2.0 | .43 | .43 | | |

 | 16-34 | 18-27|1.40-1.65| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | .43 | .43 | | |

 | 34-60 | 8-20|1.40-1.65| 0.20-0.60 |0.12-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | | | | | | | | | | | |

3125A: | | | | | | | | | | | |

 Meehan----------------| 0-5 | 4-10|1.35-1.65| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-3.0 | .10 | .10 | 5 | 2 | 134

 | 5-8 | 1-5 |1.60-1.70| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 8-28 | 1-5 |1.60-1.70| 6.00-20 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 28-60 | 0-4 |1.60-1.70| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

3126A: | | | | | | | | | | | |

 Wurtsmith-------------| 0-9 | 0-10|1.30-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 1.0-6.0 | .10 | .10 | 5 | 2 | 134

 | 9-37 | 0-5 |1.40-1.60| 6.00-20 |0.06-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 37-60 | 0-5 |1.50-1.65| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

3276A: | | | | | | | | | | | |

 Au Gres---------------| 0-2 | 0-0 |0.15-0.30| 0.60-2.00 |0.35-0.45| --- | 65-85 | .02 | .02 | 5 | 2 | 134

 | 2-5 | 0-10|1.50-1.70| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.6-1.0 | .10 | .10 | | |

 | 5-8 | 0-10|1.50-1.70| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.6-1.0 | .10 | .10 | | |

 | 8-16 | 0-10|1.50-1.70| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.6-1.0 | .10 | .10 | | |

 | 16-28 | 0-10|1.50-1.70| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.6-1.0 | .02 | .02 | | |

 | 28-60 | 0-5 |1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | | | | | | | | | | | |

3312B: | | | | | | | | | | | |

 Glendenning, very | | | | | | | | | | | |

 stony----------------| 0-5 | 5-15|1.40-1.65| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 1.0-2.0 | .24 | .24 | 4 | 8 | 0

 | 5-15 | 4-14|1.40-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 15-20 | 5-15|1.40-1.70| 0.60-2.00 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 20-26 | 5-16|1.40-1.70| 0.60-2.00 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 26-40 | 7-17|1.65-1.90| 0.20-0.60 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 40-65 | 7-17|1.65-1.90| 0.20-0.60 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 65-80 | 5-15|1.80-2.00| 0.01-0.06 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | | | | | | | | | | | |
Washburn County, Wisconsin 733

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

3312B: | | | | | | | | | | | |

 Glendenning-----------| 0-7 | 5-15|1.40-1.65| 0.60-2.00 |0.12-0.14| 0.0-2.9 | 1.0-2.0 | .24 | .24 | 4 | 8 | 0

 | 7-15 | 4-14|1.40-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 15-20 | 5-15|1.40-1.70| 0.60-2.00 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 20-26 | 5-16|1.40-1.70| 0.60-2.00 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 26-40 | 7-17|1.65-1.90| 0.20-0.60 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 40-65 | 7-17|1.65-1.90| 0.20-0.60 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 65-80 | 5-15|1.80-2.00| 0.01-0.06 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | | | | | | | | | | | |

3336A: | | | | | | | | | | | |

 Fenander--------------| 0-9 | 3-8 |1.35-1.65| 0.60-2.00 |0.15-0.17| 0.0-2.9 | 2.0-3.0 | .28 | .28 | 5 | 3 | 86

 | 9-15 | 5-15|1.40-1.70| 0.60-2.00 |0.12-0.22| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 15-27 | 10-18|1.50-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 27-33 | 10-18|1.50-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 33-80 | 5-20|1.40-1.80| 0.20-0.60 |0.08-0.16| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |

3403A: | | | | | | | | | | | |

 Loxley----------------| 0-13 | 0-0 |0.30-0.40| 6.00-20 |0.55-0.65| --- | 70-90 | .02 | .02 | 3 | 8 | 0

 | 13-60 | 0-0 |0.10-0.35| 0.20-6.00 |0.35-0.45| --- | 70-90 | .02 | .02 | | |

 | | | | | | | | | | | |

 Beseman---------------| 0-36 | 0-0 |0.10-0.25| 0.60-6.00 |0.35-0.45| --- | 25-75 | .02 | .02 | 2 | 8 | 0

 | 36-60 | 8-25|1.35-1.60| 0.20-0.60 |0.09-0.22| 0.0-2.9 | 0.5-1.0 | .43 | .43 | | |

 | | | | | | | | | | | |

 Dawson----------------| 0-8 | 0-0 |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 2 | 8 | 0

 | 8-38 | 0-0 |0.15-0.40| 0.20-6.00 |0.35-0.45| --- | 65-85 | .02 | .02 | | |

 | 38-40 | 0-15|1.55-1.75| 0.60-2.00 |0.18-0.20| 0.0-2.9 | 5.0-15 | .37 | .37 | | |

 | 40-60 | 0-10|1.55-1.75| 6.00-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

3424C: | | | | | | | | | | | |

 Frogcreek-------------| 0-4 | 5-12|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 2.0-4.0 | .37 | .37 | 5 | 8 | 0

 | 4-13 | 5-12|1.45-1.65| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 1.0-2.0 | .37 | .37 | | |

 | 13-19 | 6-16|1.65-1.85| 0.20-0.60 |0.07-0.20| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 19-32 | 7-18|1.65-1.85| 0.20-0.60 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 32-46 | 7-18|1.65-1.85| 0.20-0.60 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 46-80 | 2-10|1.85-2.00| 0.06-0.20 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | | | | | | | | | | | |

 Magroc----------------| 0-2 | 5-17|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 3 | 5 | 56

 | 2-11 | 5-17|1.55-1.65| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | 11-22 | 5-17|1.55-1.65| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | 22-30 | 7-17|1.40-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | 30-45 | 2-15|1.50-1.80| 0.60-2.00 |0.06-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 45-50 | 2-15|1.80-2.00| 0.60-2.00 |0.06-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 50-80 | --- | --- |0.0000-20 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

 Stinnett--------------| 0-4 | 5-12|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 2.0-4.0 | .37 | .37 | 5 | 8 | 0

 | 4-7 | 0-12|1.40-1.65| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | 7-18 | 0-12|1.40-1.65| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | 18-29 | 8-17|1.45-1.65| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | 29-34 | 6-16|1.65-1.85| 0.20-0.60 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 34-41 | 7-18|1.65-1.85| 0.20-0.60 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 41-55 | 2-10|1.65-1.85| 0.20-0.60 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 55-80 | 2-10|1.85-2.00| 0.06-0.20 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | | | | | | | | | | | |

 Rock outcrop. | | | | | | | | | | | |

 | | | | | | | | | | | |

3446A: | | | | | | | | | | | |

 Newson----------------| 0-3 | 0-0 |0.10-0.35| 6.00-20 |0.35-0.55| --- | 30-80 | .02 | .02 | 5 | 8 | 0

 | 3-8 | 1-4 |1.35-1.65| 6.00-20 |0.07-0.12| 0.0-2.9 | 10-20 | .10 | .10 | | |

 | 8-16 | 1-4 |1.70-1.80| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.1-2.0 | .15 | .17 | | |

 | 16-22 | 1-4 |1.70-1.80| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.1-2.0 | .15 | .17 | | |

 | 22-60 | 1-4 |1.70-1.80| 6.00-20 |0.05-0.15| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |
734 Soil Survey of

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

3448B: | | | | | | | | | | | |

 Grettum---------------| 0-3 | 2-12|1.35-1.60| 6.00-20 |0.09-0.11| 0.0-2.9 | 1.0-3.0 | .10 | .10 | 5 | 2 | 134

 | 3-32 | 2-12|1.40-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 32-75 | 2-12|1.40-1.65| 2.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 75-80 | 1-10|1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

3448C: | | | | | | | | | | | |

 Grettum---------------| 0-3 | 2-12|1.35-1.60| 6.00-20 |0.09-0.11| 0.0-2.9 | 1.0-3.0 | .10 | .10 | 5 | 2 | 134

 | 3-32 | 2-12|1.40-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 32-75 | 2-12|1.40-1.65| 2.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 75-80 | 1-10|1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

3516A: | | | | | | | | | | | |

 Slimlake--------------| 0-6 | 4-10|1.30-1.70| 2.00-6.00 |0.12-0.14| 0.0-2.9 | 1.0-3.0 | .20 | .20 | 3 | 3 | 86

 | 6-17 | 4-10|1.40-1.70| 2.00-6.00 |0.12-0.14| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 17-42 | 0-3 |1.55-1.70| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 42-53 | 0-3 |1.55-1.70| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 53-80 | 0-3 |1.55-1.70| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

3629B: | | | | | | | | | | | |

 Perida----------------| 0-9 | 6-8 |1.35-1.65| 6.00-20 |0.09-0.11| 0.0-2.9 | 0.5-2.0 | .10 | .10 | 4 | 2 | 134

 | 9-43 | 0-8 |1.45-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 43-45 | 2-8 |1.45-1.65| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 45-60 | 50-80|1.45-1.70| 0.01-0.06 |0.08-0.10| 6.0-8.9 | 0.0-0.5 | .28 | .28 | | |

 | 60-74 | 50-80|1.45-1.70| 0.01-0.06 |0.08-0.10| 6.0-8.9 | 0.0-0.5 | .28 | .28 | | |

 | 74-80 | 1-10|1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

M-W. | | | | | | | | | | | |

 Miscellaneous water | | | | | | | | | | | |

 | | | | | | | | | | | |

W. | | | | | | | | | | | |

 Water | | | | | | | | | | | |

 | | | | | | | | | | | | ________________________________________________________________________________________________________________________
Washburn County, Wisconsin 735

Table 25.--Chemical Properties of the Soils

(Absence of an entry indicates that data were not estimated)

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

3A: | | | | |

 Totagatic------------| 0-4 | 150-230 | --- | 4.5-6.5 | 0

 | 4-8 | 1.0-3.0 | --- | 4.5-6.5 | 0

 | 8-17 | 1.0-3.0 | --- | 4.5-6.5 | 0

 | 17-28 | 1.0-3.0 | --- | 4.5-6.5 | 0

 | 28-46 | 1.0-3.0 | --- | 4.5-6.5 | 0

 | 46-70 | 1.0-3.0 | --- | 4.5-6.5 | 0

 | 70-80 | 1.0-3.0 | --- | 4.5-6.5 | 0

 | | | | |

 Bowstring------------| 0-38 | 140-180 | --- | 5.6-8.4 | 0

 | 38-47 | 1.0-3.0 | --- | 5.6-8.4 | 0

 | 47-80 | 140-180 | --- | 5.6-8.4 | 0

 | | | | |

 Ausable--------------| 0-10 | 150-230 | --- | 5.1-7.3 | 0

 | 10-60 | 1.0-9.0 | --- | 6.1-7.8 | 0

 | | | | |

22A: | | | | |

 Comstock-------------| 0-8 | 6.0-25 | --- | 4.5-7.3 | 0

 | 8-15 | --- | 3.0-20 | 4.5-6.0 | 0

 | 15-21 | --- | 3.0-25 | 4.5-6.0 | 0

 | 21-34 | --- | 4.0-25 | 4.5-6.0 | 0

 | 34-44 | --- | 2.0-25 | 4.5-6.0 | 0

 | 44-60 | 2.0-15 | 2.0-25 | 5.1-7.3 | 0

 | | | | |

24A: | | | | |

 Poskin---------------| 0-9 | 6.0-20 | --- | 4.5-7.3 | 0

 | 9-12 | 2.0-15 | --- | 4.5-6.5 | 0

 | 12-19 | 3.0-20 | --- | 4.5-6.5 | 0

 | 19-36 | 4.0-20 | --- | 4.5-6.5 | 0

 | 36-39 | 0.0-15 | --- | 4.5-6.5 | 0

 | 39-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

27A: | | | | |

 Scott Lake-----------| 0-10 | 5.0-20 | --- | 4.5-7.3 | 0

 | 10-17 | 1.0-15 | --- | 4.5-6.5 | 0

 | 17-24 | 2.0-15 | --- | 4.5-6.5 | 0

 | 24-31 | 0.0-10 | --- | 4.5-6.5 | 0

 | 31-80 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

28B: | | | | |

 Haugen, very stony---| 0-4 | 3.0-17 | --- | 4.5-6.5 | 0

 | 4-15 | 1.0-15 | --- | 4.5-6.0 | 0

 | 15-23 | 1.0-15 | --- | 4.5-6.0 | 0

 | 23-35 | 1.0-15 | --- | 4.5-6.0 | 0

 | 35-49 | 1.0-15 | --- | 5.6-6.5 | 0

 | 49-79 | 1.0-15 | --- | 5.6-6.5 | 0

 | 79-80 | 1.0-15 | --- | 5.6-6.5 | 0

 | | | | |

 Haugen---------------| 0-7 | 3.0-17 | --- | 4.5-6.5 | 0

 | 7-15 | 1.0-15 | --- | 4.5-6.0 | 0

 | 15-23 | 1.0-15 | --- | 4.5-6.0 | 0

 | 23-35 | 1.0-15 | --- | 4.5-6.0 | 0

 | 35-49 | 1.0-15 | --- | 5.6-6.5 | 0

 | 49-79 | 1.0-15 | --- | 5.6-6.5 | 0

 | 79-80 | 1.0-15 | --- | 5.6-6.5 | 0

 | | | | |
736 Soil Survey of

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

28B: | | | | |

 Rosholt, very stony--| 0-4 | 3.0-15 | --- | 4.5-7.3 | 0

 | 4-10 | 1.0-10 | --- | 4.5-6.5 | 0

 | 10-14 | 1.0-10 | --- | 4.5-6.5 | 0

 | 14-28 | 1.0-15 | --- | 4.5-6.5 | 0

 | 28-34 | 1.0-10 | --- | 4.5-6.5 | 0

 | 34-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

 Rosholt--------------| 0-8 | 3.0-15 | --- | 4.5-7.3 | 0

 | 8-10 | 1.0-10 | --- | 4.5-6.5 | 0

 | 10-14 | 1.0-10 | --- | 4.5-6.5 | 0

 | 14-28 | 1.0-15 | --- | 4.5-6.5 | 0

 | 28-34 | 1.0-10 | --- | 4.5-6.5 | 0

 | 34-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

28C: | | | | |

 Haugen, very stony---| 0-4 | 3.0-17 | --- | 4.5-6.5 | 0

 | 4-15 | 1.0-15 | --- | 4.5-6.0 | 0

 | 15-23 | 1.0-15 | --- | 4.5-6.0 | 0

 | 23-35 | 1.0-15 | --- | 4.5-6.0 | 0

 | 35-49 | 1.0-15 | --- | 5.6-6.5 | 0

 | 49-79 | 1.0-15 | --- | 5.6-6.5 | 0

 | 79-80 | 1.0-15 | --- | 5.6-6.5 | 0

 | | | | |

 Haugen---------------| 0-7 | 3.0-17 | --- | 4.5-6.5 | 0

 | 7-15 | 1.0-15 | --- | 4.5-6.0 | 0

 | 15-23 | 1.0-15 | --- | 4.5-6.0 | 0

 | 23-35 | 1.0-15 | --- | 4.5-6.0 | 0

 | 35-49 | 1.0-15 | --- | 5.6-6.5 | 0

 | 49-79 | 1.0-15 | --- | 5.6-6.5 | 0

 | 79-80 | 1.0-15 | --- | 5.6-6.5 | 0

 | | | | |

 Rosholt, very stony--| 0-4 | 3.0-15 | --- | 4.5-7.3 | 0

 | 4-10 | 1.0-10 | --- | 4.5-6.5 | 0

 | 10-14 | 1.0-10 | --- | 4.5-6.5 | 0

 | 14-28 | 1.0-15 | --- | 4.5-6.5 | 0

 | 28-34 | 1.0-10 | --- | 4.5-6.5 | 0

 | 34-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

 Rosholt--------------| 0-8 | 3.0-15 | --- | 4.5-7.3 | 0

 | 8-10 | 1.0-10 | --- | 4.5-6.5 | 0

 | 10-14 | 1.0-10 | --- | 4.5-6.5 | 0

 | 14-28 | 1.0-15 | --- | 4.5-6.5 | 0

 | 28-34 | 1.0-10 | --- | 4.5-6.5 | 0

 | 34-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

33B: | | | | |

 Chetek---------------| 0-10 | 3.0-16 | --- | 5.1-7.3 | 0

 | 10-16 | 1.0-15 | --- | 5.1-6.0 | 0

 | 16-20 | 1.0-9.0 | --- | 5.1-6.0 | 0

 | 20-60 | 1.0-3.0 | --- | 5.1-6.5 | 0

 | | | | |

33C: | | | | |

 Chetek---------------| 0-10 | 3.0-16 | --- | 5.1-7.3 | 0

 | 10-16 | 1.0-15 | --- | 5.1-6.0 | 0

 | 16-20 | 1.0-9.0 | --- | 5.1-6.0 | 0

 | 20-60 | 1.0-3.0 | --- | 5.1-6.5 | 0

 | | | | |
Washburn County, Wisconsin 737

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

38A: | | | | |

 Rosholt--------------| 0-8 | 3.0-15 | --- | 4.5-7.3 | 0

 | 8-10 | 1.0-10 | --- | 4.5-6.5 | 0

 | 10-14 | 1.0-10 | --- | 4.5-6.5 | 0

 | 14-28 | 1.0-15 | --- | 4.5-6.5 | 0

 | 28-34 | 1.0-10 | --- | 4.5-6.5 | 0

 | 34-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

38B: | | | | |

 Rosholt--------------| 0-8 | 3.0-15 | --- | 4.5-7.3 | 0

 | 8-10 | 1.0-10 | --- | 4.5-6.5 | 0

 | 10-14 | 1.0-10 | --- | 4.5-6.5 | 0

 | 14-28 | 1.0-15 | --- | 4.5-6.5 | 0

 | 28-34 | 1.0-10 | --- | 4.5-6.5 | 0

 | 34-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

38C: | | | | |

 Rosholt--------------| 0-8 | 3.0-15 | --- | 4.5-7.3 | 0

 | 8-10 | 1.0-10 | --- | 4.5-6.5 | 0

 | 10-14 | 1.0-10 | --- | 4.5-6.5 | 0

 | 14-28 | 1.0-15 | --- | 4.5-6.5 | 0

 | 28-34 | 1.0-10 | --- | 4.5-6.5 | 0

 | 34-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

38D: | | | | |

 Rosholt--------------| 0-8 | 3.0-15 | --- | 4.5-7.3 | 0

 | 8-10 | 1.0-10 | --- | 4.5-6.5 | 0

 | 10-14 | 1.0-10 | --- | 4.5-6.5 | 0

 | 14-28 | 1.0-15 | --- | 4.5-6.5 | 0

 | 28-34 | 1.0-10 | --- | 4.5-6.5 | 0

 | 34-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

42D: | | | | |

 Amery----------------| 0-3 | 3.0-15 | --- | 4.5-6.5 | 0

 | 3-22 | --- | 1.0-15 | 4.5-6.0 | 0

 | 22-34 | 1.0-15 | --- | 5.1-6.5 | 0

 | 34-41 | 1.0-15 | --- | 5.1-6.5 | 0

 | 41-57 | 1.0-15 | --- | 5.1-6.5 | 0

 | 57-71 | 1.0-15 | --- | 5.1-6.5 | 0

 | 71-80 | 1.0-15 | --- | 5.6-6.5 | 0

 | | | | |

43B: | | | | |

 Antigo---------------| 0-9 | 4.0-20 | --- | 4.5-7.3 | 0

 | 9-12 | 3.0-15 | --- | 4.5-6.5 | 0

 | 12-19 | 3.0-15 | --- | 4.5-6.5 | 0

 | 19-28 | 3.0-15 | --- | 4.5-6.5 | 0

 | 28-31 | 0.0-15 | --- | 4.5-6.5 | 0

 | 31-33 | 0.0-15 | --- | 4.5-6.5 | 0

 | 33-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

43C: | | | | |

 Antigo---------------| 0-9 | 4.0-20 | --- | 4.5-7.3 | 0

 | 9-12 | 3.0-15 | --- | 4.5-6.5 | 0

 | 12-19 | 3.0-15 | --- | 4.5-6.5 | 0

 | 19-28 | 3.0-15 | --- | 4.5-6.5 | 0

 | 28-31 | 0.0-15 | --- | 4.5-6.5 | 0

 | 31-33 | 0.0-15 | --- | 4.5-6.5 | 0

 | 33-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |
738 Soil Survey of

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

43D: | | | | |

 Antigo---------------| 0-9 | 4.0-20 | --- | 4.5-7.3 | 0

 | 9-12 | 3.0-15 | --- | 4.5-6.5 | 0

 | 12-19 | 3.0-15 | --- | 4.5-6.5 | 0

 | 19-28 | 3.0-15 | --- | 4.5-6.5 | 0

 | 28-31 | 0.0-15 | --- | 4.5-6.5 | 0

 | 31-33 | 0.0-15 | --- | 4.5-6.5 | 0

 | 33-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

48A: | | | | |

 Brill----------------| 0-7 | 4.0-20 | --- | 4.5-7.3 | 0

 | 7-11 | 3.0-20 | --- | 4.5-6.5 | 0

 | 11-19 | 2.0-15 | --- | 4.5-6.5 | 0

 | 19-34 | 4.0-25 | --- | 4.5-6.5 | 0

 | 34-38 | 0.0-15 | --- | 4.5-6.5 | 0

 | 38-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

63A: | | | | |

 Crystal Lake---------| 0-8 | 6.0-25 | --- | 4.5-7.3 | 0

 | 8-12 | 2.0-20 | --- | 4.5-7.3 | 0

 | 12-20 | --- | 3.0-25 | 4.5-6.0 | 0

 | 20-32 | --- | 4.0-25 | 4.5-6.0 | 0

 | 32-60 | 2.0-15 | 2.0-25 | 4.5-7.3 | 0

 | | | | |

63B: | | | | |

 Crystal Lake---------| 0-8 | 6.0-25 | --- | 4.5-7.3 | 0

 | 8-12 | 2.0-20 | --- | 4.5-7.3 | 0

 | 12-20 | --- | 3.0-25 | 4.5-6.0 | 0

 | 20-32 | --- | 4.0-25 | 4.5-6.0 | 0

 | 32-60 | 2.0-15 | 2.0-25 | 4.5-7.3 | 0

 | | | | |

63C: | | | | |

 Crystal Lake---------| 0-8 | 6.0-25 | --- | 4.5-7.3 | 0

 | 8-12 | 2.0-20 | --- | 4.5-7.3 | 0

 | 12-20 | --- | 3.0-25 | 4.5-6.0 | 0

 | 20-32 | --- | 4.0-25 | 4.5-6.0 | 0

 | 32-60 | 2.0-15 | 2.0-25 | 4.5-7.3 | 0

 | | | | |

63E: | | | | |

 Crystal Lake---------| 0-8 | 6.0-25 | --- | 4.5-7.3 | 0

 | 8-12 | 2.0-20 | --- | 4.5-7.3 | 0

 | 12-20 | --- | 3.0-25 | 4.5-6.0 | 0

 | 20-32 | --- | 4.0-25 | 4.5-6.0 | 0

 | 32-60 | 2.0-15 | 2.0-25 | 4.5-7.3 | 0

 | | | | |

64A: | | | | |

 Totagatic------------| 0-4 | 150-230 | --- | 4.5-6.5 | 0

 | 4-8 | 1.0-3.0 | --- | 4.5-6.5 | 0

 | 8-17 | 1.0-3.0 | --- | 4.5-6.5 | 0

 | 17-28 | 1.0-3.0 | --- | 4.5-6.5 | 0

 | 28-46 | 1.0-3.0 | --- | 4.5-6.5 | 0

 | 46-70 | 1.0-3.0 | --- | 4.5-6.5 | 0

 | 70-80 | 1.0-3.0 | --- | 4.5-6.5 | 0

 | | | | |

 Winterfield----------| 0-7 | 2.0-15 | --- | 5.6-7.8 | 0

 | 7-60 | 1.0-5.0 | --- | 5.6-8.4 | 0

 | | | | |
Washburn County, Wisconsin 739

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

69B: | | | | |

 Keweenaw-------------| 0-2 | 3.0-9.0 | --- | 4.5-6.5 | 0

 | 2-4 | 3.0-12 | --- | 4.5-6.5 | 0

 | 4-16 | 1.0-9.0 | --- | 4.5-6.5 | 0

 | 16-20 | 0.0-15 | --- | 4.5-6.5 | 0

 | 20-27 | 0.0-15 | --- | 4.5-6.5 | 0

 | 27-43 | 0.0-15 | --- | 4.5-6.5 | 0

 | 43-75 | 0.0-15 | --- | 4.5-6.5 | 0

 | 75-80 | 0.0-15 | --- | 5.1-6.5 | 0

 | | | | |

 Sayner---------------| 0-2 | 2.0-10 | --- | 4.5-6.5 | 0

 | 2-4 | 1.0-6.0 | --- | 4.5-6.5 | 0

 | 4-7 | --- | 2.0-8.0 | 4.5-6.0 | 0

 | 7-14 | --- | 2.0-8.0 | 4.5-6.0 | 0

 | 14-22 | 0.0-4.0 | --- | 4.5-6.5 | 0

 | 22-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

 Vilas----------------| 0-2 | 2.0-10 | --- | 4.5-7.3 | 0

 | 2-4 | 1.0-6.0 | --- | 4.5-6.5 | 0

 | 4-11 | 2.0-9.0 | --- | 4.5-6.5 | 0

 | 11-23 | 0.0-5.0 | --- | 4.5-6.5 | 0

 | 23-32 | 0.0-3.0 | --- | 4.5-6.5 | 0

 | 32-80 | 0.0-3.0 | --- | 4.5-6.5 | 0

 | | | | |

69C: | | | | |

 Keweenaw-------------| 0-2 | 3.0-9.0 | --- | 4.5-6.5 | 0

 | 2-4 | 3.0-12 | --- | 4.5-6.5 | 0

 | 4-16 | 1.0-9.0 | --- | 4.5-6.5 | 0

 | 16-20 | 0.0-15 | --- | 4.5-6.5 | 0

 | 20-27 | 0.0-15 | --- | 4.5-6.5 | 0

 | 27-43 | 0.0-15 | --- | 4.5-6.5 | 0

 | 43-75 | 0.0-15 | --- | 4.5-6.5 | 0

 | 75-80 | 0.0-15 | --- | 5.1-6.5 | 0

 | | | | |

 Sayner---------------| 0-2 | 2.0-10 | --- | 4.5-6.5 | 0

 | 2-4 | 1.0-6.0 | --- | 4.5-6.5 | 0

 | 4-7 | --- | 2.0-8.0 | 4.5-6.0 | 0

 | 7-14 | --- | 2.0-8.0 | 4.5-6.0 | 0

 | 14-22 | 0.0-4.0 | --- | 4.5-6.5 | 0

 | 22-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

 Vilas----------------| 0-2 | 2.0-10 | --- | 4.5-7.3 | 0

 | 2-4 | 1.0-6.0 | --- | 4.5-6.5 | 0

 | 4-11 | 2.0-9.0 | --- | 4.5-6.5 | 0

 | 11-23 | 0.0-5.0 | --- | 4.5-6.5 | 0

 | 23-32 | 0.0-3.0 | --- | 4.5-6.5 | 0

 | 32-80 | 0.0-3.0 | --- | 4.5-6.5 | 0

 | | | | |

69E: | | | | |

 Keweenaw-------------| 0-2 | 3.0-9.0 | --- | 4.5-6.5 | 0

 | 2-4 | 3.0-12 | --- | 4.5-6.5 | 0

 | 4-16 | 1.0-9.0 | --- | 4.5-6.5 | 0

 | 16-20 | 0.0-15 | --- | 4.5-6.5 | 0

 | 20-27 | 0.0-15 | --- | 4.5-6.5 | 0

 | 27-43 | 0.0-15 | --- | 4.5-6.5 | 0

 | 43-75 | 0.0-15 | --- | 4.5-6.5 | 0

 | 75-80 | 0.0-15 | --- | 5.1-6.5 | 0

 | | | | |
740 Soil Survey of

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

69E: | | | | |

 Sayner---------------| 0-2 | 2.0-10 | --- | 4.5-6.5 | 0

 | 2-4 | 1.0-6.0 | --- | 4.5-6.5 | 0

 | 4-7 | --- | 2.0-8.0 | 4.5-6.0 | 0

 | 7-14 | --- | 2.0-8.0 | 4.5-6.0 | 0

 | 14-22 | 0.0-4.0 | --- | 4.5-6.5 | 0

 | 22-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

 Vilas----------------| 0-2 | 2.0-10 | --- | 4.5-7.3 | 0

 | 2-4 | 1.0-6.0 | --- | 4.5-6.5 | 0

 | 4-11 | 2.0-9.0 | --- | 4.5-6.5 | 0

 | 11-23 | 0.0-5.0 | --- | 4.5-6.5 | 0

 | 23-32 | 0.0-3.0 | --- | 4.5-6.5 | 0

 | 32-80 | 0.0-3.0 | --- | 4.5-6.5 | 0

 | | | | |

74B: | | | | |

 Vilas----------------| 0-2 | 2.0-10 | --- | 4.5-7.3 | 0

 | 2-4 | 1.0-6.0 | --- | 4.5-6.5 | 0

 | 4-11 | 2.0-9.0 | --- | 4.5-6.5 | 0

 | 11-23 | 0.0-5.0 | --- | 4.5-6.5 | 0

 | 23-32 | 0.0-3.0 | --- | 4.5-6.5 | 0

 | 32-80 | 0.0-3.0 | --- | 4.5-6.5 | 0

 | | | | |

74C: | | | | |

 Vilas----------------| 0-2 | 2.0-10 | --- | 4.5-7.3 | 0

 | 2-4 | 1.0-6.0 | --- | 4.5-6.5 | 0

 | 4-11 | 2.0-9.0 | --- | 4.5-6.5 | 0

 | 11-23 | 0.0-5.0 | --- | 4.5-6.5 | 0

 | 23-32 | 0.0-3.0 | --- | 4.5-6.5 | 0

 | 32-80 | 0.0-3.0 | --- | 4.5-6.5 | 0

 | | | | |

74D: | | | | |

 Vilas----------------| 0-2 | 2.0-10 | --- | 4.5-7.3 | 0

 | 2-4 | 1.0-6.0 | --- | 4.5-6.5 | 0

 | 4-11 | 2.0-9.0 | --- | 4.5-6.5 | 0

 | 11-23 | 0.0-5.0 | --- | 4.5-6.5 | 0

 | 23-32 | 0.0-3.0 | --- | 4.5-6.5 | 0

 | 32-80 | 0.0-3.0 | --- | 4.5-6.5 | 0

 | | | | |

100B: | | | | |

 Menahga--------------| 0-2 | 1.0-8.0 | --- | 4.5-5.5 | 0

 | 2-25 | --- | 2.0-4.0 | 4.5-5.5 | 0

 | 25-80 | 0.0-2.0 | --- | 5.1-7.3 | 0

 | | | | |

100C: | | | | |

 Menahga--------------| 0-1 | --- | 80-120 | 4.5-5.5 | 0

 | 1-2 | 1.0-8.0 | --- | 4.5-5.5 | 0

 | 2-25 | --- | 2.0-4.0 | 4.5-5.5 | 0

 | 25-80 | 0.0-2.0 | --- | 5.1-7.3 | 0

 | | | | |

100D: | | | | |

 Menahga--------------| 0-1 | --- | 80-120 | 4.5-5.5 | 0

 | 1-2 | 1.0-8.0 | --- | 4.5-5.5 | 0

 | 2-25 | --- | 2.0-4.0 | 4.5-5.5 | 0

 | 25-80 | 0.0-2.0 | --- | 5.1-7.3 | 0

 | | | | |
Washburn County, Wisconsin 741

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

127D: | | | | |

 Amery----------------| 0-3 | 3.0-15 | --- | 4.5-6.5 | 0

 | 3-22 | --- | 1.0-15 | 4.5-6.0 | 0

 | 22-34 | 1.0-15 | --- | 5.1-6.5 | 0

 | 34-41 | 1.0-15 | --- | 5.1-6.5 | 0

 | 41-57 | 1.0-15 | --- | 5.1-6.5 | 0

 | 57-71 | 1.0-15 | --- | 5.1-6.5 | 0

 | 71-80 | 1.0-15 | --- | 5.6-6.5 | 0

 | | | | |

 Rosholt--------------| 0-4 | 3.0-15 | --- | 4.5-7.3 | 0

 | 4-10 | 1.0-10 | --- | 4.5-6.5 | 0

 | 10-14 | 1.0-10 | --- | 4.5-6.5 | 0

 | 14-28 | 1.0-15 | --- | 4.5-6.5 | 0

 | 28-34 | 1.0-10 | --- | 4.5-6.5 | 0

 | 34-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

127E: | | | | |

 Amery----------------| 0-3 | 3.0-15 | --- | 4.5-6.5 | 0

 | 3-22 | --- | 1.0-15 | 4.5-6.0 | 0

 | 22-34 | 1.0-15 | --- | 5.1-6.5 | 0

 | 34-41 | 1.0-15 | --- | 5.1-6.5 | 0

 | 41-57 | 1.0-15 | --- | 5.1-6.5 | 0

 | 57-71 | 1.0-15 | --- | 5.1-6.5 | 0

 | 71-80 | 1.0-15 | --- | 5.6-6.5 | 0

 | | | | |

 Rosholt--------------| 0-4 | 3.0-15 | --- | 4.5-7.3 | 0

 | 4-10 | 1.0-10 | --- | 4.5-6.5 | 0

 | 10-14 | 1.0-10 | --- | 4.5-6.5 | 0

 | 14-28 | 1.0-15 | --- | 4.5-6.5 | 0

 | 28-34 | 1.0-10 | --- | 4.5-6.5 | 0

 | 34-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

156B: | | | | |

 Magnor, very stony---| 0-4 | --- | 3.0-20 | 3.5-7.3 | 0

 | 4-11 | --- | 1.0-15 | 3.5-6.0 | 0

 | 11-16 | --- | 1.0-15 | 3.5-6.0 | 0

 | 16-21 | --- | 1.0-15 | 3.5-6.0 | 0

 | 21-39 | 1.0-15 | --- | 4.5-6.5 | 0

 | 39-58 | 1.0-15 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-10 | --- | 5.1-6.5 | 0

 | | | | |

 Magnor---------------| 0-8 | --- | 3.0-20 | 3.5-7.3 | 0

 | 8-11 | --- | 1.0-15 | 3.5-6.0 | 0

 | 11-16 | --- | 1.0-15 | 3.5-6.0 | 0

 | 16-21 | --- | 1.0-15 | 3.5-6.0 | 0

 | 21-39 | 1.0-15 | --- | 4.5-6.5 | 0

 | 39-58 | 1.0-15 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-10 | --- | 5.1-6.5 | 0

 | | | | |

157B: | | | | |

 Freeon, very stony---| 0-4 | --- | 3.0-20 | 4.5-6.5 | 0

 | 4-19 | 1.0-15 | --- | 4.5-6.5 | 0

 | 19-39 | 1.0-15 | --- | 4.5-6.5 | 0

 | 39-53 | 1.0-10 | --- | 4.5-6.5 | 0

 | 53-80 | 1.0-10 | --- | 4.5-6.5 | 0

 | | | | |

 Freeon---------------| 0-4 | --- | 3.0-20 | 3.5-7.3 | 0

 | 4-19 | 1.0-15 | --- | 4.5-6.5 | 0

 | 19-39 | 1.0-15 | --- | 4.5-6.5 | 0

 | 39-53 | 1.0-10 | --- | 4.5-6.5 | 0

 | 53-80 | 1.0-10 | --- | 4.5-6.5 | 0

 | | | | |
742 Soil Survey of

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

157C: | | | | |

 Freeon, very stony---| 0-4 | --- | 3.0-20 | 4.5-6.5 | 0

 | 4-19 | 1.0-15 | --- | 4.5-6.5 | 0

 | 19-39 | 1.0-15 | --- | 4.5-6.5 | 0

 | 39-53 | 1.0-10 | --- | 4.5-6.5 | 0

 | 53-80 | 1.0-10 | --- | 4.5-6.5 | 0

 | | | | |

 Freeon---------------| 0-4 | --- | 3.0-20 | 3.5-7.3 | 0

 | 4-19 | 1.0-15 | --- | 4.5-6.5 | 0

 | 19-39 | 1.0-15 | --- | 4.5-6.5 | 0

 | 39-53 | 1.0-10 | --- | 4.5-6.5 | 0

 | 53-80 | 1.0-10 | --- | 4.5-6.5 | 0

 | | | | |

160A: | | | | |

 Oesterle-------------| 0-7 | 6.0-20 | --- | 4.5-6.5 | 0

 | 7-11 | 3.0-15 | --- | 4.5-6.5 | 0

 | 11-31 | 1.0-10 | --- | 4.5-6.5 | 0

 | 31-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

182B: | | | | |

 Padus----------------| 0-2 | 3.0-15 | --- | 4.5-7.3 | 0

 | 2-3 | 1.0-10 | --- | 4.5-6.5 | 0

 | 3-19 | --- | 3.0-15 | 4.5-6.0 | 0

 | 19-26 | 1.0-15 | --- | 4.5-6.5 | 0

 | 26-38 | 1.0-15 | --- | 4.5-6.5 | 0

 | 38-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

182C: | | | | |

 Padus----------------| 0-2 | 3.0-15 | --- | 4.5-7.3 | 0

 | 2-3 | 1.0-10 | --- | 4.5-6.5 | 0

 | 3-19 | --- | 3.0-15 | 4.5-6.0 | 0

 | 19-26 | 1.0-15 | --- | 4.5-6.5 | 0

 | 26-38 | 1.0-15 | --- | 4.5-6.5 | 0

 | 38-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

192A: | | | | |

 Worcester------------| 0-2 | 3.0-20 | --- | 4.5-7.3 | 0

 | 2-3 | --- | 3.0-15 | 4.5-6.0 | 0

 | 3-6 | --- | 3.0-15 | 4.5-6.0 | 0

 | 6-16 | --- | 3.0-15 | 4.5-6.0 | 0

 | 16-20 | 2.0-15 | --- | 4.5-6.5 | 0

 | 20-32 | 2.0-15 | --- | 4.5-6.5 | 0

 | 32-39 | 1.0-7.0 | --- | 4.5-6.5 | 0

 | 39-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

193A: | | | | |

 Minocqua-------------| 0-4 | 120-190 | --- | 4.5-7.8 | 0

 | 4-15 | 2.0-20 | --- | 4.5-7.8 | 0

 | 15-28 | 1.0-15 | --- | 4.5-6.5 | 0

 | 28-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

215B: | | | | |

 Pence----------------| 0-3 | 3.0-15 | --- | 4.5-7.3 | 0

 | 3-8 | 1.0-15 | --- | 4.5-7.3 | 0

 | 8-15 | --- | 2.0-15 | 4.5-6.0 | 0

 | 15-21 | 0.0-10 | --- | 4.5-6.5 | 0

 | 21-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |
Washburn County, Wisconsin 743

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

215C: | | | | |

 Pence----------------| 0-3 | 3.0-15 | --- | 4.5-7.3 | 0

 | 3-8 | 1.0-15 | --- | 4.5-7.3 | 0

 | 8-15 | --- | 2.0-15 | 4.5-6.0 | 0

 | 15-21 | 0.0-10 | --- | 4.5-6.5 | 0

 | 21-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

215D: | | | | |

 Pence----------------| 0-3 | 3.0-15 | --- | 4.5-7.3 | 0

 | 3-8 | 1.0-15 | --- | 4.5-7.3 | 0

 | 8-15 | --- | 2.0-15 | 4.5-6.0 | 0

 | 15-21 | 0.0-10 | --- | 4.5-6.5 | 0

 | 21-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

315A: | | | | |

 Rib------------------| 0-7 | 8.0-35 | --- | 4.5-7.3 | 0

 | 7-10 | 2.0-15 | --- | 4.5-7.3 | 0

 | 10-32 | 4.0-25 | --- | 4.5-7.3 | 0

 | 32-35 | 1.0-20 | --- | 4.5-7.3 | 0

 | 35-37 | 0.0-10 | --- | 4.5-7.3 | 0

 | 37-60 | 0.0-6.0 | --- | 5.5-8.4 | 0

 | | | | |

337A: | | | | |

 Plover---------------| 0-10 | 5.0-10 | --- | 4.5-7.3 | 0

 | 10-13 | --- | 2.0-15 | 4.5-6.5 | 0

 | 13-18 | --- | 2.0-15 | 4.5-6.5 | 0

 | 18-32 | --- | 2.0-15 | 4.5-6.5 | 0

 | 32-60 | 1.0-10 | --- | 5.1-6.5 | 0

 | | | | |

368B: | | | | |

 Mahtomedi------------| 0-5 | 2.0-11 | --- | 5.1-6.5 | 0

 | 5-8 | 0.0-6.0 | --- | 5.1-6.5 | 0

 | 8-15 | 0.0-6.0 | --- | 5.1-6.5 | 0

 | 15-30 | 0.0-6.0 | --- | 5.1-6.5 | 0

 | 30-60 | 0.0-6.0 | --- | 5.1-7.8 | 0

 | | | | |

 Cress----------------| 0-3 | 2.0-20 | --- | 4.5-7.3 | 0

 | 3-15 | 1.0-15 | --- | 4.5-6.0 | 0

 | 15-31 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 31-36 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 36-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

368C: | | | | |

 Mahtomedi------------| 0-5 | 2.0-11 | --- | 5.1-6.5 | 0

 | 5-8 | 0.0-6.0 | --- | 5.1-6.5 | 0

 | 8-15 | 0.0-6.0 | --- | 5.1-6.5 | 0

 | 15-30 | 0.0-6.0 | --- | 5.1-6.5 | 0

 | 30-60 | 0.0-6.0 | --- | 5.1-7.8 | 0

 | | | | |

 Cress----------------| 0-3 | 2.0-20 | --- | 4.5-7.3 | 0

 | 3-15 | 1.0-15 | --- | 4.5-6.0 | 0

 | 15-31 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 31-36 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 36-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

368D: | | | | |

 Mahtomedi------------| 0-5 | 2.0-11 | --- | 5.1-6.5 | 0

 | 5-8 | 0.0-6.0 | --- | 5.1-6.5 | 0

 | 8-15 | 0.0-6.0 | --- | 5.1-6.5 | 0

 | 15-30 | 0.0-6.0 | --- | 5.1-6.5 | 0

 | 30-60 | 0.0-6.0 | --- | 5.1-7.8 | 0

 | | | | |
744 Soil Survey of

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

368D: | | | | |

 Cress----------------| 0-3 | 2.0-20 | --- | 4.5-7.3 | 0

 | 3-15 | 1.0-15 | --- | 4.5-6.0 | 0

 | 15-31 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 31-36 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 36-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

371A: | | | | |

 Croswell-------------| 0-1 | 2.0-10 | --- | 4.5-7.3 | 0

 | 1-7 | --- | 1.0-5.0 | 3.5-6.5 | 0

 | 7-16 | --- | 1.0-4.0 | 4.5-7.3 | 0

 | 16-39 | --- | 1.0-3.0 | 4.5-7.3 | 0

 | 39-60 | 1.0-2.0 | --- | 5.1-8.4 | 0

 | | | | |

380B: | | | | |

 Cress----------------| 0-3 | 2.0-20 | --- | 4.5-7.3 | 0

 | 3-15 | 1.0-15 | --- | 4.5-6.0 | 0

 | 15-31 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 31-36 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 36-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

 Rosholt--------------| 0-8 | 3.0-15 | --- | 4.5-7.3 | 0

 | 8-10 | 1.0-10 | --- | 4.5-6.5 | 0

 | 10-14 | 1.0-10 | --- | 4.5-6.5 | 0

 | 14-28 | 1.0-15 | --- | 4.5-6.5 | 0

 | 28-34 | 1.0-10 | --- | 4.5-6.5 | 0

 | 34-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

380C: | | | | |

 Cress----------------| 0-3 | 2.0-20 | --- | 4.5-7.3 | 0

 | 3-15 | 1.0-15 | --- | 4.5-6.0 | 0

 | 15-31 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 31-36 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 36-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

 Rosholt--------------| 0-8 | 3.0-15 | --- | 4.5-7.3 | 0

 | 8-10 | 1.0-10 | --- | 4.5-6.5 | 0

 | 10-14 | 1.0-10 | --- | 4.5-6.5 | 0

 | 14-28 | 1.0-15 | --- | 4.5-6.5 | 0

 | 28-34 | 1.0-10 | --- | 4.5-6.5 | 0

 | 34-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

380D: | | | | |

 Cress----------------| 0-3 | 2.0-20 | --- | 4.5-7.3 | 0

 | 3-15 | 1.0-15 | --- | 4.5-6.0 | 0

 | 15-31 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 31-36 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 36-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

 Rosholt--------------| 0-8 | 3.0-15 | --- | 4.5-7.3 | 0

 | 8-10 | 1.0-10 | --- | 4.5-6.5 | 0

 | 10-14 | 1.0-10 | --- | 4.5-6.5 | 0

 | 14-28 | 1.0-15 | --- | 4.5-6.5 | 0

 | 28-34 | 1.0-10 | --- | 4.5-6.5 | 0

 | 34-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

383B: | | | | |

 Mahtomedi------------| 0-5 | 2.0-11 | --- | 5.1-6.5 | 0

 | 5-8 | 0.0-6.0 | --- | 5.1-6.5 | 0

 | 8-15 | 0.0-6.0 | --- | 5.1-6.5 | 0

 | 15-30 | 0.0-6.0 | --- | 5.1-6.5 | 0

 | 30-60 | 0.0-6.0 | --- | 5.1-7.8 | 0

 | | | | |
Washburn County, Wisconsin 745

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

383C: | | | | |

 Mahtomedi------------| 0-5 | 2.0-11 | --- | 5.1-6.5 | 0

 | 5-8 | 0.0-6.0 | --- | 5.1-6.5 | 0

 | 8-15 | 0.0-6.0 | --- | 5.1-6.5 | 0

 | 15-30 | 0.0-6.0 | --- | 5.1-6.5 | 0

 | 30-60 | 0.0-6.0 | --- | 5.1-7.8 | 0

 | | | | |

383D: | | | | |

 Mahtomedi------------| 0-5 | 2.0-11 | --- | 5.1-6.5 | 0

 | 5-8 | 0.0-6.0 | --- | 5.1-6.5 | 0

 | 8-15 | 0.0-6.0 | --- | 5.1-6.5 | 0

 | 15-30 | 0.0-6.0 | --- | 5.1-6.5 | 0

 | 30-60 | 0.0-6.0 | --- | 5.1-7.8 | 0

 | | | | |

396B: | | | | |

 Friendship-----------| 0-4 | --- | 1.0-4.0 | 4.5-7.3 | 0

 | 4-29 | --- | 1.0-2.0 | 4.5-6.5 | 0

 | 29-60 | --- | 1.0-2.0 | 4.5-6.5 | 0

 | | | | |

 Wurtsmith------------| 0-6 | --- | 2.0-14 | 3.5-5.5 | 0

 | 6-33 | --- | 1.0-2.0 | 3.5-6.0 | 0

 | 33-60 | --- | 1.0-2.0 | 3.5-7.3 | 0

 | | | | |

 Grayling-------------| 0-3 | --- | 2.0-14 | 3.5-5.5 | 0

 | 3-15 | --- | 1.0-4.0 | 3.5-5.5 | 0

 | 15-23 | 1.0-2.0 | --- | 5.6-7.3 | 0

 | 23-60 | 1.0-2.0 | --- | 5.6-7.3 | 0

 | | | | |

397A: | | | | |

 Perchlake------------| 0-9 | 1.0-7.0 | --- | 4.5-6.5 | 0

 | 9-18 | 1.0-4.0 | --- | 4.5-6.5 | 0

 | 18-42 | 1.0-4.0 | --- | 4.5-6.5 | 0

 | 42-46 | --- | 2.0-15 | 4.5-6.5 | 0

 | 46-60 | 0.0-3.0 | --- | 4.5-6.5 | 0

 | | | | |

399B: | | | | |

 Grayling-------------| 0-3 | --- | 2.0-14 | 3.5-5.5 | 0

 | 3-15 | --- | 1.0-4.0 | 3.5-5.5 | 0

 | 15-23 | 1.0-2.0 | --- | 5.6-7.3 | 0

 | 23-60 | 1.0-2.0 | --- | 5.6-7.3 | 0

 | | | | |

399C: | | | | |

 Grayling-------------| 0-3 | --- | 2.0-14 | 3.5-5.5 | 0

 | 3-15 | --- | 1.0-4.0 | 3.5-5.5 | 0

 | 15-23 | 1.0-2.0 | --- | 5.6-7.3 | 0

 | 23-60 | 1.0-2.0 | --- | 5.6-7.3 | 0

 | | | | |

399D: | | | | |

 Grayling-------------| 0-3 | --- | 2.0-14 | 3.5-5.5 | 0

 | 3-15 | --- | 1.0-4.0 | 3.5-5.5 | 0

 | 15-23 | 1.0-2.0 | --- | 5.6-7.3 | 0

 | 23-60 | 1.0-2.0 | --- | 5.6-7.3 | 0

 | | | | |

405A: | | | | |

 Lupton---------------| 0-65 | 140-180 | --- | 5.6-7.8 | 0

 | | | | |

 Cathro---------------| 0-28 | 150-230 | --- | 4.5-7.8 | 0

 | 28-49 | 2.0-20 | --- | 5.6-7.3 | 5-25

 | 49-60 | 2.0-20 | --- | 5.6-7.3 | 5-25

 | | | | |

 Tawas----------------| 0-31 | 160-190 | --- | 4.5-7.8 | 0

 | 31-60 | 1.0-7.0 | --- | 5.6-8.4 | 0

 | | | | |
746 Soil Survey of

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

406A: | | | | |

 Loxley---------------| 0-13 | --- | 50-100 | 3.5-4.4 | 0

 | 13-60 | --- | 50-120 | 3.5-4.4 | 0

 | | | | |

407A: | | | | |

 Seelyeville----------| 0-80 | 140-200 | --- | 4.5-7.3 | 0

 | | | | |

 Markey---------------| 0-32 | 150-230 | --- | 4.5-7.8 | 0

 | 32-60 | 1.0-3.0 | --- | 5.6-8.4 | 0

 | | | | |

410A: | | | | |

 Seelyeville----------| 0-80 | 140-200 | --- | 4.5-7.3 | 0

 | | | | |

 Cathro---------------| 0-28 | 150-230 | --- | 4.5-7.8 | 0

 | 28-49 | 2.0-20 | --- | 5.6-7.3 | 5-25

 | 49-60 | 2.0-20 | --- | 5.6-7.3 | 5-25

 | | | | |

412A: | | | | |

 Rifle----------------| 0-4 | 140-180 | --- | 5.6-7.3 | 0

 | 4-60 | 140-180 | --- | 5.6-7.3 | 0

 | | | | |

 Tacoosh--------------| 0-8 | 150-200 | --- | 5.6-7.8 | 0

 | 8-40 | 150-200 | --- | 5.6-7.8 | 0

 | 40-42 | 2.0-15 | --- | 5.5-7.8 | 0

 | 42-60 | 2.0-15 | --- | 5.5-8.4 | 0

 | | | | |

415A: | | | | |

 Greenwood------------| 0-60 | --- | 50-120 | 3.5-4.5 | 0

 | | | | |

439B: | | | | |

 Graycalm-------------| 0-3 | --- | 4.0-10 | 3.5-6.5 | 0

 | 3-22 | --- | 2.0-4.0 | 3.5-7.3 | 0

 | 22-35 | --- | 1.0-5.0 | 3.5-7.3 | 0

 | 35-60 | --- | 1.0-5.0 | 3.5-7.3 | 0

 | | | | |

 Menahga--------------| 0-1 | --- | 80-120 | 4.5-5.5 | 0

 | 1-2 | --- | 4.0-10 | 3.5-6.5 | 0

 | 2-25 | --- | 2.0-4.0 | 4.5-5.5 | 0

 | 25-80 | 0.0-2.0 | --- | 5.1-7.3 | 0

 | | | | |

439C: | | | | |

 Graycalm-------------| 0-3 | --- | 4.0-10 | 3.5-6.5 | 0

 | 3-22 | --- | 2.0-4.0 | 3.5-7.3 | 0

 | 22-35 | --- | 1.0-5.0 | 3.5-7.3 | 0

 | 35-60 | --- | 1.0-5.0 | 3.5-7.3 | 0

 | | | | |

 Menahga--------------| 0-1 | --- | 80-120 | 4.5-5.5 | 0

 | 1-2 | --- | 4.0-10 | 3.5-6.5 | 0

 | 2-25 | --- | 2.0-4.0 | 4.5-5.5 | 0

 | 25-80 | 0.0-2.0 | --- | 5.1-7.3 | 0

 | | | | |

439D: | | | | |

 Graycalm-------------| 0-3 | --- | 4.0-10 | 3.5-6.5 | 0

 | 3-22 | --- | 2.0-4.0 | 3.5-7.3 | 0

 | 22-35 | --- | 1.0-5.0 | 3.5-7.3 | 0

 | 35-60 | --- | 1.0-5.0 | 3.5-7.3 | 0

 | | | | |

 Menahga--------------| 0-1 | --- | 80-120 | 4.5-5.5 | 0

 | 1-2 | --- | 4.0-10 | 3.5-6.5 | 0

 | 2-25 | --- | 2.0-4.0 | 4.5-5.5 | 0

 | 25-80 | 0.0-2.0 | --- | 5.1-7.3 | 0

 | | | | |
Washburn County, Wisconsin 747

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

441C: | | | | |

 Freeon---------------| 0-4 | --- | 3.0-20 | 3.5-7.3 | 0

 | 4-19 | 1.0-15 | --- | 4.5-6.5 | 0

 | 19-39 | 1.0-15 | --- | 4.5-6.5 | 0

 | 39-53 | 1.0-10 | --- | 4.5-6.5 | 0

 | 53-80 | 1.0-10 | --- | 4.5-6.5 | 0

 | | | | |

 Cathro---------------| 0-28 | 150-230 | --- | 4.5-7.8 | 0

 | 28-49 | 2.0-20 | --- | 5.6-7.3 | 5-25

 | 49-60 | 2.0-20 | --- | 5.6-7.3 | 5-25

 | | | | |

442C: | | | | |

 Haugen---------------| 0-4 | 3.0-17 | --- | 4.5-6.5 | 0

 | 4-15 | 1.0-15 | --- | 4.5-6.0 | 0

 | 15-23 | 1.0-15 | --- | 4.5-6.0 | 0

 | 23-35 | 1.0-15 | --- | 4.5-6.0 | 0

 | 35-49 | 1.0-15 | --- | 5.6-6.5 | 0

 | 49-79 | 1.0-15 | --- | 5.6-6.5 | 0

 | 79-80 | 1.0-15 | --- | 5.6-6.5 | 0

 | | | | |

 Greenwood------------| 0-6 | --- | 80-120 | 3.5-4.5 | 0

 | 6-60 | --- | 150-200 | 3.5-4.5 | 0

 | | | | |

443D: | | | | |

 Amery----------------| 0-3 | 3.0-15 | --- | 4.5-7.3 | 0

 | 3-22 | --- | 1.0-15 | 4.5-6.0 | 0

 | 22-34 | 1.0-15 | --- | 5.1-6.5 | 0

 | 34-41 | 1.0-15 | --- | 5.1-6.5 | 0

 | 41-57 | 1.0-15 | --- | 5.1-6.5 | 0

 | 57-71 | 1.0-15 | --- | 5.1-6.5 | 0

 | 71-80 | 1.0-15 | --- | 5.6-6.5 | 0

 | | | | |

 Greenwood------------| 0-6 | --- | 80-120 | 3.5-4.5 | 0

 | 6-60 | --- | 150-200 | 3.5-4.5 | 0

 | | | | |

461A: | | | | |

 Bowstring------------| 0-38 | 140-180 | --- | 5.6-8.4 | 0

 | 38-47 | 1.0-3.0 | --- | 5.6-8.4 | 0

 | 47-80 | 140-180 | --- | 5.6-8.4 | 0

 | | | | |

484A: | | | | |

 Greenwood------------| 0-6 | --- | 80-120 | 3.5-4.5 | 0

 | 6-60 | --- | 150-200 | 3.5-4.5 | 0

 | | | | |

 Beseman--------------| 0-36 | --- | 50-150 | 3.5-4.4 | 0

 | 36-60 | 3.0-15 | --- | 3.5-7.3 | 0

 | | | | |

495B: | | | | |

 Karlsborg------------| 0-9 | 2.0-10 | --- | 4.5-6.5 | 0

 | 9-28 | 2.0-10 | --- | 4.5-6.5 | 0

 | 28-48 | 12-65 | --- | 4.5-6.5 | 0

 | 48-80 | 1.0-5.0 | --- | 4.5-6.5 | 0

 | | | | |

 Grettum--------------| 0-3 | --- | 2.0-15 | 3.5-7.3 | 0

 | 3-32 | --- | 1.0-10 | 3.5-7.3 | 0

 | 32-75 | --- | 1.0-10 | 5.1-7.3 | 0

 | 75-80 | 1.0-9.0 | --- | 5.1-7.3 | 0

 | | | | |
748 Soil Survey of

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

495B: | | | | |

 Perida---------------| 0-9 | 2.0-10 | --- | 3.5-7.3 | 0

 | 9-43 | 2.0-10 | --- | 3.5-7.3 | 0

 | 43-45 | 2.0-10 | --- | 3.5-7.3 | 0

 | 45-60 | 12-65 | --- | 3.5-7.8 | 0

 | 60-74 | 12-65 | --- | 3.5-7.8 | 0

 | 74-80 | 1.0-9.0 | --- | 4.5-7.3 | 0

 | | | | |

495C: | | | | |

 Karlsborg------------| 0-9 | 2.0-10 | --- | 4.5-6.5 | 0

 | 9-28 | 2.0-10 | --- | 4.5-6.5 | 0

 | 28-48 | 12-65 | --- | 4.5-6.5 | 0

 | 48-80 | 1.0-5.0 | --- | 4.5-6.5 | 0

 | | | | |

 Grettum--------------| 0-3 | --- | 2.0-15 | 3.5-7.3 | 0

 | 3-32 | --- | 1.0-10 | 3.5-7.3 | 0

 | 32-75 | --- | 1.0-10 | 5.1-7.3 | 0

 | 75-80 | 1.0-9.0 | --- | 5.1-7.3 | 0

 | | | | |

 Perida---------------| 0-9 | 2.0-10 | --- | 3.5-7.3 | 0

 | 9-43 | 2.0-10 | --- | 3.5-7.3 | 0

 | 43-45 | 2.0-10 | --- | 3.5-7.3 | 0

 | 45-60 | 12-65 | --- | 3.5-7.8 | 0

 | 60-74 | 12-65 | --- | 3.5-7.8 | 0

 | 74-80 | 1.0-9.0 | --- | 4.5-7.3 | 0

 | | | | |

495D: | | | | |

 Karlsborg------------| 0-9 | 2.0-10 | --- | 4.5-6.5 | 0

 | 9-28 | 2.0-10 | --- | 4.5-6.5 | 0

 | 28-48 | 12-65 | --- | 4.5-6.5 | 0

 | 48-80 | 1.0-5.0 | --- | 4.5-6.5 | 0

 | | | | |

 Grettum--------------| 0-3 | --- | 2.0-15 | 3.5-7.3 | 0

 | 3-32 | --- | 1.0-10 | 3.5-7.3 | 0

 | 32-75 | --- | 1.0-10 | 5.1-7.3 | 0

 | 75-80 | 1.0-9.0 | --- | 5.1-7.3 | 0

 | | | | |

 Perida---------------| 0-9 | 2.0-10 | --- | 3.5-7.3 | 0

 | 9-43 | 2.0-10 | --- | 3.5-7.3 | 0

 | 43-45 | 2.0-10 | --- | 3.5-7.3 | 0

 | 45-60 | 12-65 | --- | 3.5-7.8 | 0

 | 60-74 | 12-65 | --- | 3.5-7.8 | 0

 | 74-80 | 1.0-9.0 | --- | 4.5-7.3 | 0

 | | | | |

497A: | | | | |

 Meenon---------------| 0-9 | 2.0-10 | --- | 4.5-7.3 | 0

 | 9-28 | 1.0-10 | --- | 4.5-7.3 | 0

 | 28-41 | 10-70 | --- | 3.5-7.8 | 0

 | 41-80 | 0.0-7.0 | --- | 4.5-6.5 | 0

 | | | | |

515A: | | | | |

 Manitowish-----------| 0-3 | 3.0-15 | --- | 4.5-7.3 | 0

 | 3-4 | 1.0-15 | --- | 4.5-7.3 | 0

 | 4-16 | --- | 3.0-15 | 4.5-6.0 | 0

 | 16-19 | 3.0-15 | --- | 4.5-6.5 | 0

 | 19-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |
Washburn County, Wisconsin 749

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

521A: | | | | |

 Dody-----------------| 0-3 | 40-100 | --- | 4.5-7.3 | 0

 | 3-9 | 6.0-50 | --- | 4.5-7.3 | 0

 | 9-20 | 1.0-15 | --- | 4.5-7.3 | 0

 | 20-23 | 1.0-15 | --- | 4.5-7.3 | 0

 | 23-47 | 10-65 | --- | 4.5-6.5 | 0

 | 47-58 | 1.0-15 | --- | 4.5-6.5 | 0

 | 58-80 | 1.0-15 | --- | 4.5-6.5 | 0

 | | | | |

524E: | | | | |

 Rock outcrop. | | | | |

 | | | | |

 Frogcreek------------| 0-4 | 5.0-20 | --- | 4.5-7.3 | 0

 | 4-13 | --- | 3.0-15 | 4.5-6.0 | 0

 | 13-19 | 1.0-15 | --- | 5.1-6.5 | 0

 | 19-32 | 1.0-15 | --- | 5.1-6.5 | 0

 | 32-46 | 1.0-15 | --- | 5.1-6.5 | 0

 | 46-80 | 0.0-10 | --- | 6.1-7.3 | 0

 | | | | |

 Metonga--------------| 0-3 | 5.0-20 | --- | 4.5-7.3 | 0

 | 3-4 | --- | 2.0-15 | 3.6-6.0 | 0

 | 4-25 | --- | 3.0-15 | 3.6-6.0 | 0

 | 25-28 | 1.0-9.0 | --- | 5.1-6.5 | 0

 | 28-80 | --- | --- | --- | 0

 | | | | |

542B: | | | | |

 Haugen, very stony---| 0-4 | 3.0-17 | --- | 4.5-6.5 | 0

 | 4-15 | 1.0-15 | --- | 4.5-6.0 | 0

 | 15-23 | 1.0-15 | --- | 4.5-6.0 | 0

 | 23-35 | 1.0-15 | --- | 4.5-6.0 | 0

 | 35-49 | 1.0-15 | --- | 5.6-6.5 | 0

 | 49-79 | 1.0-15 | --- | 5.6-6.5 | 0

 | 79-80 | 1.0-15 | --- | 5.6-6.5 | 0

 | | | | |

 Haugen---------------| 0-7 | 3.0-17 | --- | 4.5-6.5 | 0

 | 7-15 | 1.0-15 | --- | 4.5-6.0 | 0

 | 15-23 | 1.0-15 | --- | 4.5-6.0 | 0

 | 23-35 | 1.0-15 | --- | 4.5-6.0 | 0

 | 35-49 | 1.0-15 | --- | 5.6-6.5 | 0

 | 49-79 | 1.0-15 | --- | 5.6-6.5 | 0

 | 79-80 | 1.0-15 | --- | 5.6-6.5 | 0

 | | | | |

542C: | | | | |

 Haugen, very stony---| 0-4 | 3.0-17 | --- | 4.5-6.5 | 0

 | 4-15 | 1.0-15 | --- | 4.5-6.0 | 0

 | 15-23 | 1.0-15 | --- | 4.5-6.0 | 0

 | 23-35 | 1.0-15 | --- | 4.5-6.0 | 0

 | 35-49 | 1.0-15 | --- | 5.6-6.5 | 0

 | 49-79 | 1.0-15 | --- | 5.6-6.5 | 0

 | 79-80 | 1.0-15 | --- | 5.6-6.5 | 0

 | | | | |

 Haugen---------------| 0-7 | 3.0-17 | --- | 4.5-6.5 | 0

 | 7-15 | 1.0-15 | --- | 4.5-6.0 | 0

 | 15-23 | 1.0-15 | --- | 4.5-6.0 | 0

 | 23-35 | 1.0-15 | --- | 4.5-6.0 | 0

 | 35-49 | 1.0-15 | --- | 5.6-6.5 | 0

 | 49-79 | 1.0-15 | --- | 5.6-6.5 | 0

 | 79-80 | 1.0-15 | --- | 5.6-6.5 | 0

 | | | | |
750 Soil Survey of

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

543B: | | | | |

 Anigon---------------| 0-10 | 4.0-20 | --- | 4.5-7.3 | 0

 | 10-14 | 3.0-20 | --- | 4.5-6.5 | 0

 | 14-20 | 4.0-25 | --- | 4.5-6.5 | 0

 | 20-30 | 4.0-25 | --- | 4.5-6.5 | 0

 | 30-34 | 1.0-15 | --- | 4.5-6.5 | 0

 | 34-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

543C2: | | | | |

 Anigon---------------| 0-10 | 4.0-20 | --- | 4.5-7.3 | 0

 | 10-14 | 3.0-20 | --- | 4.5-6.5 | 0

 | 14-20 | 4.0-25 | --- | 4.5-6.5 | 0

 | 20-30 | 4.0-25 | --- | 4.5-6.5 | 0

 | 30-34 | 1.0-15 | --- | 4.5-6.5 | 0

 | 34-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

544F: | | | | |

 Menahga--------------| 0-1 | --- | 80-120 | 4.5-5.5 | 0

 | 1-2 | 1.0-8.0 | --- | 4.5-5.5 | 0

 | 2-25 | --- | 2.0-4.0 | 4.5-5.5 | 0

 | 25-80 | 0.0-2.0 | --- | 5.1-7.3 | 0

 | | | | |

 Mahtomedi------------| 0-5 | 2.0-11 | --- | 5.1-6.5 | 0

 | 5-8 | 0.0-6.0 | --- | 5.1-6.5 | 0

 | 8-15 | 0.0-6.0 | --- | 5.1-6.5 | 0

 | 15-30 | 0.0-6.0 | --- | 5.1-6.5 | 0

 | 30-60 | 0.0-6.0 | --- | 5.1-7.8 | 0

 | | | | |

555A: | | | | |

 Fordum---------------| 0-6 | 10-45 | --- | 4.5-8.4 | 0

 | 6-18 | 3.0-20 | --- | 4.5-8.4 | 0

 | 18-30 | 3.0-20 | --- | 4.5-8.4 | 0

 | 30-60 | 2.0-6.0 | --- | 5.6-8.4 | 0

 | | | | |

574B: | | | | |

 Sayner---------------| 0-2 | 2.0-10 | --- | 4.5-6.5 | 0

 | 2-4 | 1.0-6.0 | --- | 4.5-6.5 | 0

 | 4-7 | --- | 2.0-8.0 | 4.5-6.0 | 0

 | 7-14 | --- | 2.0-8.0 | 4.5-6.0 | 0

 | 14-22 | 0.0-4.0 | --- | 4.5-6.5 | 0

 | 22-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

574C: | | | | |

 Sayner---------------| 0-2 | 2.0-10 | --- | 4.5-6.5 | 0

 | 2-4 | 1.0-6.0 | --- | 4.5-6.5 | 0

 | 4-7 | --- | 2.0-8.0 | 4.5-6.0 | 0

 | 7-14 | --- | 2.0-8.0 | 4.5-6.0 | 0

 | 14-22 | 0.0-4.0 | --- | 4.5-6.5 | 0

 | 22-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

574E: | | | | |

 Sayner---------------| 0-2 | 2.0-10 | --- | 4.5-6.5 | 0

 | 2-4 | 1.0-6.0 | --- | 4.5-6.5 | 0

 | 4-7 | --- | 2.0-8.0 | 4.5-6.0 | 0

 | 7-14 | --- | 2.0-8.0 | 4.5-6.0 | 0

 | 14-22 | 0.0-4.0 | --- | 4.5-6.5 | 0

 | 22-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |
Washburn County, Wisconsin 751

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

579B: | | | | |

 Parkfalls------------| 0-5 | 3.0-15 | --- | 4.5-6.5 | 0

 | 5-8 | --- | 2.0-15 | 4.5-6.5 | 0

 | 8-17 | --- | 2.0-15 | 4.5-6.5 | 0

 | 17-30 | 1.0-15 | --- | 4.5-6.5 | 0

 | 30-33 | 1.0-15 | --- | 4.5-6.5 | 0

 | 33-48 | 2.0-15 | --- | 4.5-6.5 | 0

 | 48-80 | 1.0-15 | --- | 5.6-7.3 | 0

 | | | | |

600A: | | | | |

 Haplosaprists. | | | | |

 | | | | |

 Psammaquents. | | | | |

 | | | | |

615B: | | | | |

 Cress----------------| 0-3 | 2.0-20 | --- | 4.5-7.3 | 0

 | 3-15 | 1.0-15 | --- | 4.5-6.0 | 0

 | 15-31 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 31-36 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 36-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

615C: | | | | |

 Cress----------------| 0-3 | 2.0-20 | --- | 4.5-7.3 | 0

 | 3-15 | 1.0-15 | --- | 4.5-6.0 | 0

 | 15-31 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 31-36 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 36-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

615D: | | | | |

 Cress----------------| 0-3 | 2.0-20 | --- | 4.5-7.3 | 0

 | 3-15 | 1.0-15 | --- | 4.5-6.0 | 0

 | 15-31 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 31-36 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 36-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

623A: | | | | |

 Capitola-------------| 0-5 | 100-155 | --- | 4.5-7.3 | 0

 | 5-7 | 8.0-35 | --- | 4.5-7.3 | 0

 | 7-22 | 3.0-15 | --- | 4.5-7.3 | 0

 | 22-33 | 2.0-15 | --- | 4.5-7.3 | 0

 | 33-60 | 1.0-10 | --- | 5.1-7.8 | 0

 | | | | |

624A: | | | | |

 Ossmer---------------| 0-4 | 6.0-20 | --- | 4.5-7.3 | 0

 | 4-6 | 1.0-15 | --- | 4.5-6.5 | 0

 | 6-11 | 1.0-15 | --- | 4.5-6.5 | 0

 | 11-26 | 1.0-15 | --- | 4.5-6.5 | 0

 | 26-34 | 1.0-15 | --- | 4.5-6.5 | 0

 | 34-38 | 1.0-15 | --- | 4.5-6.5 | 0

 | 38-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

632A: | | | | |

 Aftad----------------| 0-10 | 3.0-10 | --- | 4.5-7.3 | 0

 | 10-29 | 2.0-10 | --- | 4.5-6.5 | 0

 | 29-36 | 2.0-15 | --- | 4.5-6.5 | 0

 | 36-41 | 2.0-15 | --- | 4.5-6.5 | 0

 | 41-60 | 1.0-10 | --- | 5.1-6.5 | 0

 | | | | |
752 Soil Survey of

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

632B: | | | | |

 Aftad----------------| 0-10 | 3.0-10 | --- | 4.5-7.3 | 0

 | 10-29 | 2.0-10 | --- | 4.5-6.5 | 0

 | 29-36 | 2.0-15 | --- | 4.5-6.5 | 0

 | 36-41 | 2.0-15 | --- | 4.5-6.5 | 0

 | 41-60 | 1.0-10 | --- | 5.1-6.5 | 0

 | | | | |

632C: | | | | |

 Aftad----------------| 0-10 | 3.0-10 | --- | 4.5-7.3 | 0

 | 10-29 | 2.0-10 | --- | 4.5-6.5 | 0

 | 29-36 | 2.0-15 | --- | 4.5-6.5 | 0

 | 36-41 | 2.0-15 | --- | 4.5-6.5 | 0

 | 41-60 | 1.0-10 | --- | 5.1-6.5 | 0

 | | | | |

633F: | | | | |

 Pence----------------| 0-3 | 3.0-15 | --- | 4.5-7.3 | 0

 | 3-8 | 1.0-15 | --- | 4.5-7.3 | 0

 | 8-15 | --- | 2.0-15 | 4.5-6.0 | 0

 | 15-21 | 0.0-10 | --- | 4.5-6.5 | 0

 | 21-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

 Padus----------------| 0-2 | 3.0-15 | --- | 4.5-7.3 | 0

 | 2-3 | 1.0-10 | --- | 4.5-6.5 | 0

 | 3-19 | --- | 3.0-15 | 4.5-6.0 | 0

 | 19-26 | 1.0-15 | --- | 4.5-6.5 | 0

 | 26-38 | 1.0-15 | --- | 4.5-6.5 | 0

 | 38-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

648B: | | | | |

 Sconsin--------------| 0-4 | 8.3-13 | --- | 4.5-7.3 | 0

 | 4-5 | 4.6-12 | --- | 4.5-6.5 | 0

 | 5-10 | 4.6-12 | --- | 4.5-6.5 | 0

 | 10-18 | 4.6-12 | --- | 4.5-6.5 | 0

 | 18-27 | 4.6-12 | --- | 4.5-6.5 | 0

 | 27-34 | 5.5-14 | --- | 4.5-6.5 | 0

 | 34-38 | 4.8-12 | --- | 4.5-6.5 | 0

 | 38-60 | 1.0-5.5 | --- | 4.5-6.5 | 0

 | | | | |

670C: | | | | |

 Keweenaw-------------| 0-2 | 3.0-15 | --- | 4.5-6.5 | 0

 | 2-4 | 3.0-12 | --- | 4.5-6.5 | 0

 | 4-16 | 1.0-9.0 | --- | 4.5-6.5 | 0

 | 16-20 | 0.0-15 | --- | 4.5-6.5 | 0

 | 20-27 | 0.0-15 | --- | 4.5-6.5 | 0

 | 27-43 | 0.0-15 | --- | 4.5-6.5 | 0

 | 43-75 | 0.0-15 | --- | 4.5-6.5 | 0

 | 75-80 | 0.0-15 | --- | 5.1-6.5 | 0

 | | | | |

 Pence----------------| 0-3 | 3.0-15 | --- | 4.5-7.3 | 0

 | 3-8 | 1.0-15 | --- | 4.5-7.3 | 0

 | 8-15 | --- | 2.0-15 | 4.5-6.0 | 0

 | 15-21 | 0.0-10 | --- | 4.5-6.5 | 0

 | 21-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |
Washburn County, Wisconsin 753

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

670E: | | | | |

 Keweenaw-------------| 0-2 | 3.0-15 | --- | 4.5-6.5 | 0

 | 2-4 | 3.0-12 | --- | 4.5-6.5 | 0

 | 4-16 | 1.0-9.0 | --- | 4.5-6.5 | 0

 | 16-20 | 0.0-15 | --- | 4.5-6.5 | 0

 | 20-27 | 0.0-15 | --- | 4.5-6.5 | 0

 | 27-43 | 0.0-15 | --- | 4.5-6.5 | 0

 | 43-75 | 0.0-15 | --- | 4.5-6.5 | 0

 | 75-80 | 0.0-15 | --- | 5.1-6.5 | 0

 | | | | |

 Pence----------------| 0-3 | 3.0-15 | --- | 4.5-7.3 | 0

 | 3-8 | 1.0-15 | --- | 4.5-7.3 | 0

 | 8-15 | --- | 2.0-15 | 4.5-6.0 | 0

 | 15-21 | 0.0-10 | --- | 4.5-6.5 | 0

 | 21-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

671B: | | | | |

 Spoonerhill, stony---| 0-3 | 2.0-15 | --- | 4.5-7.3 | 0

 | 3-12 | 0.0-15 | --- | 4.5-6.5 | 0

 | 12-16 | 0.0-15 | --- | 4.5-6.5 | 0

 | 16-34 | 0.0-15 | --- | 5.1-6.5 | 0

 | 34-46 | 0.0-15 | --- | 5.6-6.5 | 0

 | 46-80 | 0.0-15 | --- | 5.6-6.5 | 0

 | | | | |

 Spoonerhill----------| 0-3 | 2.0-15 | --- | 4.5-7.3 | 0

 | 3-12 | 0.0-15 | --- | 4.5-6.5 | 0

 | 12-16 | 0.0-15 | --- | 4.5-6.5 | 0

 | 16-34 | 0.0-15 | --- | 5.1-6.5 | 0

 | 34-46 | 0.0-15 | --- | 5.6-6.5 | 0

 | 46-80 | 0.0-15 | --- | 5.6-6.5 | 0

 | | | | |

680B: | | | | |

 Stanberry, stony-----| 0-1 | 60-160 | --- | 4.5-6.5 | 0

 | 1-3 | 4.0-10 | --- | 4.5-6.5 | 0

 | 3-19 | 4.0-11 | --- | 4.5-6.5 | 0

 | 19-24 | 4.0-9.0 | --- | 4.5-6.5 | 0

 | 24-32 | 5.0-10 | --- | 4.5-6.5 | 0

 | 32-42 | 3.0-6.0 | --- | 4.5-6.5 | 0

 | 42-80 | 1.0-6.0 | --- | 5.6-7.3 | 0

 | | | | |

 Pence, stony---------| 0-3 | 3.0-15 | --- | 4.5-7.3 | 0

 | 3-8 | 1.0-15 | --- | 4.5-7.3 | 0

 | 8-15 | --- | 2.0-15 | 4.5-6.0 | 0

 | 15-21 | 0.0-10 | --- | 4.5-6.5 | 0

 | 21-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

683A: | | | | |

 Tipler---------------| 0-3 | 5.0-15 | --- | 4.5-7.3 | 0

 | 3-5 | 4.0-10 | --- | 4.5-6.5 | 0

 | 5-19 | --- | 2.0-15 | 4.5-6.0 | 0

 | 19-26 | 1.0-15 | --- | 5.1-6.5 | 0

 | 26-33 | 1.0-15 | --- | 5.1-6.5 | 0

 | 33-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

706A: | | | | |

 Winterfield----------| 0-7 | 2.0-15 | --- | 5.6-7.8 | 0

 | 7-60 | 1.0-5.0 | --- | 5.6-8.4 | 0

 | | | | |
754 Soil Survey of

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

706A: | | | | |

 Totagatic------------| 0-4 | 3.0-10 | --- | 5.1-6.5 | 0

 | 4-8 | 1.0-3.0 | --- | 4.5-6.5 | 0

 | 8-17 | 1.0-3.0 | --- | 4.5-6.5 | 0

 | 17-28 | 1.0-3.0 | --- | 4.5-6.5 | 0

 | 28-46 | 1.0-3.0 | --- | 4.5-6.5 | 0

 | 46-70 | 1.0-3.0 | --- | 4.5-6.5 | 0

 | 70-80 | 1.0-3.0 | --- | 4.5-6.5 | 0

 | | | | |

724A: | | | | |

 Rib------------------| 0-7 | 8.0-35 | --- | 4.5-7.3 | 0

 | 7-10 | 2.0-15 | --- | 4.5-7.3 | 0

 | 10-32 | 4.0-25 | --- | 4.5-7.3 | 0

 | 32-35 | 1.0-20 | --- | 4.5-7.3 | 0

 | 35-37 | 0.0-10 | --- | 4.5-7.3 | 0

 | 37-60 | 0.0-6.0 | --- | 5.5-8.4 | 0

 | | | | |

 Rock outcrop. | | | | |

 | | | | |

726B: | | | | |

 Sissabagama----------| 0-10 | --- | 2.0-15 | 4.5-7.3 | 0

 | 10-31 | --- | 1.0-10 | 4.5-6.5 | 0

 | 31-45 | 2.0-4.0 | --- | 4.5-6.5 | 0

 | 45-80 | 2.0-4.0 | --- | 5.1-7.3 | 0

 | | | | |

733A: | | | | |

 Wozny----------------| 0-3 | 100-155 | --- | 4.5-7.3 | 0

 | 3-17 | 8.0-35 | --- | 4.5-7.3 | 0

 | 17-37 | 3.0-15 | --- | 4.5-7.3 | 0

 | 37-56 | 2.0-15 | --- | 5.1-7.3 | 0

 | 56-80 | 0.0-10 | --- | 5.1-6.5 | 0

 | | | | |

771A: | | | | |

 Lenroot--------------| 0-4 | 2.0-11 | --- | 5.1-6.5 | 0

 | 4-8 | 0.0-6.0 | --- | 5.1-6.5 | 0

 | 8-14 | 0.0-6.0 | --- | 5.1-6.5 | 0

 | 14-21 | 0.0-6.0 | --- | 5.1-6.5 | 0

 | 21-80 | 0.0-6.0 | --- | 5.1-7.3 | 0

 | | | | |

827A: | | | | |

 Scoba----------------| 0-9 | 5.0-20 | --- | 4.5-7.3 | 0

 | 9-16 | 1.0-15 | --- | 4.5-6.5 | 0

 | 16-20 | 2.0-15 | --- | 4.5-6.5 | 0

 | 20-26 | 2.0-15 | --- | 4.5-6.5 | 0

 | 26-31 | 0.0-10 | --- | 4.5-6.5 | 0

 | 31-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

853C: | | | | |

 Frogcreek------------| 0-4 | 5.0-20 | --- | 4.5-7.3 | 0

 | 4-13 | --- | 3.0-15 | 4.5-6.0 | 0

 | 13-19 | 1.0-15 | --- | 5.1-6.5 | 0

 | 19-32 | 1.0-15 | --- | 5.1-6.5 | 0

 | 32-46 | 1.0-15 | --- | 5.1-6.5 | 0

 | 46-80 | 0.0-10 | --- | 6.1-7.3 | 0

 | | | | |
Washburn County, Wisconsin 755

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

853C: | | | | |

 Stinnett-------------| 0-4 | 6.0-20 | --- | 4.5-7.3 | 0

 | 4-7 | --- | 3.0-15 | 4.5-6.0 | 0

 | 7-18 | --- | 3.0-15 | 4.5-6.0 | 0

 | 18-29 | --- | 3.0-15 | 4.5-6.0 | 0

 | 29-34 | 1.0-10 | --- | 4.5-6.5 | 0

 | 34-41 | 1.0-10 | --- | 4.5-6.5 | 0

 | 41-55 | 0.0-10 | --- | 5.6-7.3 | 0

 | 55-80 | 0.0-15 | --- | 5.6-7.3 | 0

 | | | | |

 Wozny----------------| 0-3 | 100-155 | --- | 4.5-7.3 | 0

 | 3-17 | 8.0-35 | --- | 4.5-7.3 | 0

 | 17-37 | 3.0-15 | --- | 4.5-7.3 | 0

 | 37-56 | 2.0-15 | --- | 5.1-7.3 | 0

 | 56-80 | 0.0-10 | --- | 5.1-6.5 | 0

 | | | | |

856B: | | | | |

 Stinnett-------------| 0-4 | 6.0-20 | --- | 4.5-7.3 | 0

 | 4-7 | --- | 3.0-15 | 4.5-6.0 | 0

 | 7-18 | --- | 3.0-15 | 4.5-6.0 | 0

 | 18-29 | --- | 3.0-15 | 4.5-6.0 | 0

 | 29-34 | 1.0-10 | --- | 4.5-6.5 | 0

 | 34-41 | 1.0-10 | --- | 4.5-6.5 | 0

 | 41-55 | 0.0-10 | --- | 5.6-7.3 | 0

 | 55-80 | 0.0-15 | --- | 5.6-7.3 | 0

 | | | | |

857B: | | | | |

 Frogcreek------------| 0-4 | 5.0-20 | --- | 4.5-7.3 | 0

 | 4-13 | --- | 3.0-15 | 4.5-6.0 | 0

 | 13-19 | 1.0-15 | --- | 5.1-6.5 | 0

 | 19-32 | 1.0-15 | --- | 5.1-6.5 | 0

 | 32-46 | 1.0-15 | --- | 5.1-6.5 | 0

 | 46-80 | 0.0-10 | --- | 6.1-7.3 | 0

 | | | | |

857C: | | | | |

 Frogcreek------------| 0-4 | 5.0-20 | --- | 4.5-7.3 | 0

 | 4-13 | --- | 3.0-15 | 4.5-6.0 | 0

 | 13-19 | 1.0-15 | --- | 5.1-6.5 | 0

 | 19-32 | 1.0-15 | --- | 5.1-6.5 | 0

 | 32-46 | 1.0-15 | --- | 5.1-6.5 | 0

 | 46-80 | 0.0-10 | --- | 6.1-7.3 | 0

 | | | | |

873B: | | | | |

 Stanberry------------| 0-1 | 60-160 | --- | 4.5-6.5 | 0

 | 1-3 | 4.0-10 | --- | 4.5-6.5 | 0

 | 3-19 | 4.0-11 | --- | 4.5-6.5 | 0

 | 19-24 | 4.0-9.0 | --- | 4.5-6.5 | 0

 | 24-32 | 5.0-10 | --- | 4.5-6.5 | 0

 | 32-42 | 3.0-6.0 | --- | 4.5-6.5 | 0

 | 42-80 | 1.0-6.0 | --- | 5.6-7.3 | 0

 | | | | |

873C: | | | | |

 Stanberry------------| 0-1 | 60-160 | --- | 4.5-6.5 | 0

 | 1-3 | 4.0-10 | --- | 4.5-6.5 | 0

 | 3-19 | 4.0-11 | --- | 4.5-6.5 | 0

 | 19-24 | 4.0-9.0 | --- | 4.5-6.5 | 0

 | 24-32 | 5.0-10 | --- | 4.5-6.5 | 0

 | 32-42 | 3.0-6.0 | --- | 4.5-6.5 | 0

 | 42-80 | 1.0-6.0 | --- | 5.6-7.3 | 0

 | | | | |
756 Soil Survey of

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

873D: | | | | |

 Stanberry------------| 0-1 | 60-160 | --- | 4.5-6.5 | 0

 | 1-3 | 4.0-10 | --- | 4.5-6.5 | 0

 | 3-19 | 4.0-11 | --- | 4.5-6.5 | 0

 | 19-24 | 4.0-9.0 | --- | 4.5-6.5 | 0

 | 24-32 | 5.0-10 | --- | 4.5-6.5 | 0

 | 32-42 | 3.0-6.0 | --- | 4.5-6.5 | 0

 | 42-80 | 1.0-6.0 | --- | 5.6-7.3 | 0

 | | | | |

905A: | | | | |

 Cublake--------------| 0-3 | 1.0-8.0 | --- | 4.5-6.5 | 0

 | 3-4 | --- | 0.0-10 | 3.5-6.0 | 0

 | 4-23 | --- | 2.0-10 | 3.5-6.0 | 0

 | 23-32 | --- | 0.0-5.0 | 3.1-7.3 | 0

 | 32-40 | --- | 0.0-5.0 | 3.1-7.3 | 0

 | 40-48 | --- | 0.0-5.0 | 3.1-7.3 | 0

 | 48-60 | 2.0-20 | --- | 5.1-7.3 | 0

 | | | | |

926A: | | | | |

 Flink----------------| 0-3 | 1.0-8.0 | --- | 4.5-6.5 | 0

 | 3-6 | --- | 2.0-10 | 3.5-6.0 | 0

 | 6-9 | --- | 2.0-10 | 3.5-6.0 | 0

 | 9-26 | --- | 2.0-10 | 3.5-6.0 | 0

 | 26-35 | 0.0-3.0 | --- | 5.1-7.3 | 0

 | 35-46 | 0.0-3.0 | --- | 5.1-7.3 | 0

 | 46-52 | 2.0-20 | --- | 5.1-7.3 | 0

 | 52-80 | 2.0-20 | --- | 5.1-7.3 | 0

 | | | | |

943D: | | | | |

 Stanberry------------| 0-1 | 60-160 | --- | 4.5-6.5 | 0

 | 1-3 | 4.0-10 | --- | 4.5-6.5 | 0

 | 3-19 | 4.0-11 | --- | 4.5-6.5 | 0

 | 19-24 | 4.0-9.0 | --- | 4.5-6.5 | 0

 | 24-32 | 5.0-10 | --- | 4.5-6.5 | 0

 | 32-42 | 3.0-6.0 | --- | 4.5-6.5 | 0

 | 42-80 | 1.0-6.0 | --- | 5.6-7.3 | 0

 | | | | |

 Greenwood------------| 0-6 | --- | 80-120 | 3.5-4.5 | 0

 | 6-60 | --- | 150-200 | 3.5-4.5 | 0

 | | | | |

948A: | | | | |

 Billyboy-------------| 0-4 | 6.0-20 | --- | 4.5-7.3 | 0

 | 4-11 | 1.0-15 | --- | 4.5-6.5 | 0

 | 11-20 | 1.0-15 | --- | 4.5-6.5 | 0

 | 20-26 | 2.0-15 | --- | 4.5-6.5 | 0

 | 26-30 | 2.0-15 | --- | 4.5-6.5 | 0

 | 30-35 | 2.0-10 | --- | 4.5-6.5 | 0

 | 35-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

970C: | | | | |

 Keweenaw-------------| 0-2 | 3.0-15 | --- | 4.5-6.5 | 0

 | 2-4 | 3.0-12 | --- | 4.5-6.5 | 0

 | 4-16 | 1.0-9.0 | --- | 4.5-6.5 | 0

 | 16-20 | 0.0-15 | --- | 4.5-6.5 | 0

 | 20-27 | 0.0-15 | --- | 4.5-6.5 | 0

 | 27-43 | 0.0-15 | --- | 4.5-6.5 | 0

 | 43-75 | 0.0-15 | --- | 4.5-6.5 | 0

 | 75-80 | 0.0-15 | --- | 5.1-6.5 | 0

 | | | | |
Washburn County, Wisconsin 757

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

970C: | | | | |

 Pence----------------| 0-3 | 3.0-15 | --- | 4.5-7.3 | 0

 | 3-8 | 1.0-15 | --- | 4.5-7.3 | 0

 | 8-15 | --- | 2.0-15 | 4.5-6.0 | 0

 | 15-21 | 0.0-10 | --- | 4.5-6.5 | 0

 | 21-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

 Greenwood------------| 0-6 | --- | 80-120 | 3.5-4.5 | 0

 | 6-60 | --- | 150-200 | 3.5-4.5 | 0

 | | | | |

970E: | | | | |

 Keweenaw-------------| 0-2 | 3.0-15 | --- | 4.5-6.5 | 0

 | 2-4 | 3.0-12 | --- | 4.5-6.5 | 0

 | 4-16 | 1.0-9.0 | --- | 4.5-6.5 | 0

 | 16-20 | 0.0-15 | --- | 4.5-6.5 | 0

 | 20-27 | 0.0-15 | --- | 4.5-6.5 | 0

 | 27-43 | 0.0-15 | --- | 4.5-6.5 | 0

 | 43-75 | 0.0-15 | --- | 4.5-6.5 | 0

 | 75-80 | 0.0-15 | --- | 5.1-6.5 | 0

 | | | | |

 Pence----------------| 0-3 | 3.0-15 | --- | 4.5-7.3 | 0

 | 3-8 | 1.0-15 | --- | 4.5-7.3 | 0

 | 8-15 | --- | 2.0-15 | 4.5-6.0 | 0

 | 15-21 | 0.0-10 | --- | 4.5-6.5 | 0

 | 21-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

 Greenwood------------| 0-6 | --- | 80-120 | 3.5-4.5 | 0

 | 6-60 | --- | 150-200 | 3.5-4.5 | 0

 | | | | |

1070C: | | | | |

 Fremstadt------------| 0-5 | 3.0-15 | --- | 4.5-7.3 | 0

 | 5-33 | 2.0-10 | --- | 4.5-6.5 | 0

 | 33-37 | 1.0-10 | --- | 4.5-6.5 | 0

 | 37-45 | 1.0-10 | --- | 4.5-6.5 | 0

 | 45-70 | 1.0-10 | --- | 5.6-6.5 | 0

 | 70-80 | 1.0-10 | --- | 5.6-6.5 | 0

 | | | | |

 Cress----------------| 0-3 | 2.0-20 | --- | 4.5-7.3 | 0

 | 3-15 | 1.0-15 | --- | 4.5-6.0 | 0

 | 15-31 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 31-36 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 36-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

1070D: | | | | |

 Fremstadt------------| 0-5 | 3.0-15 | --- | 4.5-7.3 | 0

 | 5-33 | 2.0-10 | --- | 4.5-6.5 | 0

 | 33-37 | 1.0-10 | --- | 4.5-6.5 | 0

 | 37-45 | 1.0-10 | --- | 4.5-6.5 | 0

 | 45-70 | 1.0-10 | --- | 5.6-6.5 | 0

 | 70-80 | 1.0-10 | --- | 5.6-6.5 | 0

 | | | | |

 Cress----------------| 0-3 | 2.0-20 | --- | 4.5-7.3 | 0

 | 3-15 | 1.0-15 | --- | 4.5-6.0 | 0

 | 15-31 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 31-36 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 36-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |
758 Soil Survey of

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

1080B: | | | | |

 Spoonerhill----------| 0-3 | 2.0-15 | --- | 4.5-7.3 | 0

 | 3-12 | 0.0-15 | --- | 4.5-6.5 | 0

 | 12-16 | 0.0-15 | --- | 4.5-6.5 | 0

 | 16-34 | 0.0-15 | --- | 5.1-6.5 | 0

 | 34-46 | 0.0-15 | --- | 5.6-6.5 | 0

 | 46-80 | 0.0-15 | --- | 5.6-6.5 | 0

 | | | | |

 Spoonerhill, stony---| 0-3 | 2.0-15 | --- | 4.5-7.3 | 0

 | 3-12 | 0.0-15 | --- | 4.5-6.5 | 0

 | 12-16 | 0.0-15 | --- | 4.5-6.5 | 0

 | 16-34 | 0.0-15 | --- | 5.1-6.5 | 0

 | 34-46 | 0.0-15 | --- | 5.6-6.5 | 0

 | 46-80 | 0.0-15 | --- | 5.6-6.5 | 0

 | | | | |

 Cress----------------| 0-3 | 2.0-20 | --- | 4.5-7.3 | 0

 | 3-15 | 1.0-15 | --- | 4.5-6.0 | 0

 | 15-31 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 31-36 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 36-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

1653C: | | | | |

 Stanberry------------| 0-1 | 60-160 | --- | 4.5-6.5 | 0

 | 1-3 | 4.0-10 | --- | 4.5-6.5 | 0

 | 3-19 | 4.0-11 | --- | 4.5-6.5 | 0

 | 19-24 | 4.0-9.0 | --- | 4.5-6.5 | 0

 | 24-32 | 5.0-10 | --- | 4.5-6.5 | 0

 | 32-42 | 3.0-6.0 | --- | 4.5-6.5 | 0

 | 42-80 | 1.0-6.0 | --- | 5.6-7.3 | 0

 | | | | |

 Parkfalls------------| 0-5 | 3.0-15 | --- | 4.5-6.5 | 0

 | 5-8 | --- | 2.0-15 | 4.5-6.5 | 0

 | 8-17 | --- | 2.0-15 | 4.5-6.5 | 0

 | 17-30 | 1.0-15 | --- | 4.5-6.5 | 0

 | 30-33 | 1.0-15 | --- | 4.5-6.5 | 0

 | 33-48 | 2.0-15 | --- | 4.5-6.5 | 0

 | 48-80 | 1.0-15 | --- | 5.6-7.3 | 0

 | | | | |

 Wozny----------------| 0-3 | 100-155 | --- | 4.5-7.3 | 0

 | 3-17 | 8.0-35 | --- | 4.5-7.3 | 0

 | 17-37 | 3.0-15 | --- | 4.5-7.3 | 0

 | 37-56 | 2.0-15 | --- | 5.1-7.3 | 0

 | 56-80 | 0.0-10 | --- | 5.1-6.5 | 0

 | | | | |

2015. | | | | |

 Pits | | | | |

 | | | | |

2050. | | | | |

 Landfill | | | | |

 | | | | |

3011A: | | | | |

 Barronett------------| 0-9 | 7.0-30 | --- | 4.5-7.3 | 0

 | 9-16 | 1.0-15 | --- | 4.5-6.5 | 0

 | 16-34 | 4.0-20 | --- | 4.5-6.5 | 0

 | 34-60 | 2.0-15 | 2.0-25 | 5.1-7.3 | 0

 | | | | |

3125A: | | | | |

 Meehan---------------| 0-5 | --- | 2.0-15 | 3.5-7.3 | 0

 | 5-8 | --- | 1.0-8.0 | 3.5-6.5 | 0

 | 8-28 | --- | 1.0-8.0 | 3.5-6.5 | 0

 | 28-60 | --- | 0.0-4.0 | 3.5-7.3 | 0

 | | | | |
Washburn County, Wisconsin 759

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

3126A: | | | | |

 Wurtsmith------------| 0-9 | --- | 2.0-14 | 3.5-5.5 | 0

 | 9-37 | --- | 1.0-2.0 | 3.5-6.0 | 0

 | 37-60 | --- | 1.0-2.0 | 3.5-7.3 | 0

 | | | | |

3276A: | | | | |

 Au Gres--------------| 0-2 | --- | 80-120 | 4.5-7.3 | 0

 | 2-5 | --- | 2.0-5.0 | 3.5-7.3 | 0

 | 5-8 | --- | 2.0-5.0 | 4.5-6.0 | 0

 | 8-16 | --- | 2.0-5.0 | 4.5-6.5 | 0

 | 16-28 | --- | 2.0-5.0 | 3.5-7.3 | 0

 | 28-60 | 1.0-2.0 | --- | 4.5-7.3 | 0

 | | | | |

3312B: | | | | |

 Glendenning, very | | | | |

 stony---------------| 0-5 | 3.0-17 | --- | 5.1-7.3 | 0

 | 5-15 | 1.0-15 | --- | 5.1-6.0 | 0

 | 15-20 | 1.0-15 | --- | 5.1-6.5 | 0

 | 20-26 | 1.0-15 | --- | 5.1-6.5 | 0

 | 26-40 | 1.0-15 | --- | 5.1-6.5 | 0

 | 40-65 | 1.0-15 | --- | 5.1-6.5 | 0

 | 65-80 | 1.0-15 | --- | 6.1-7.3 | 0

 | | | | |

 Glendenning----------| 0-7 | 3.0-17 | --- | 5.1-7.3 | 0

 | 7-15 | 1.0-15 | --- | 5.1-6.0 | 0

 | 15-20 | 1.0-15 | --- | 5.1-6.5 | 0

 | 20-26 | 1.0-15 | --- | 5.1-6.5 | 0

 | 26-40 | 1.0-15 | --- | 5.1-6.5 | 0

 | 40-65 | 1.0-15 | --- | 5.1-6.5 | 0

 | 65-80 | 1.0-15 | --- | 6.1-7.3 | 0

 | | | | |

3336A: | | | | |

 Fenander-------------| 0-9 | 5.0-10 | --- | 5.1-7.3 | 0

 | 9-15 | 2.0-15 | --- | 5.1-7.3 | 0

 | 15-27 | 2.0-15 | --- | 5.1-7.3 | 0

 | 27-33 | 2.0-15 | --- | 5.1-7.3 | 0

 | 33-80 | 2.0-20 | --- | 5.1-7.3 | 0

 | | | | |

3403A: | | | | |

 Loxley---------------| 0-13 | --- | 50-100 | 3.5-4.4 | 0

 | 13-60 | --- | 50-120 | 3.5-4.4 | 0

 | | | | |

 Beseman--------------| 0-36 | --- | 50-150 | 3.5-4.4 | 0

 | 36-60 | 3.0-15 | --- | 3.5-7.3 | 0

 | | | | |

 Dawson---------------| 0-8 | --- | 80-120 | 3.5-4.4 | 0

 | 8-38 | --- | 150-230 | 3.5-4.4 | 0

 | 38-40 | 10-25 | --- | 3.5-4.4 | 0

 | 40-60 | 1.0-2.0 | --- | 3.5-6.5 | 0

 | | | | |

3424C: | | | | |

 Frogcreek------------| 0-4 | 5.0-20 | --- | 4.5-7.3 | 0

 | 4-13 | --- | 3.0-15 | 4.5-6.0 | 0

 | 13-19 | 1.0-15 | --- | 5.1-6.5 | 0

 | 19-32 | 1.0-15 | --- | 5.1-6.5 | 0

 | 32-46 | 1.0-15 | --- | 5.1-6.5 | 0

 | 46-80 | 0.0-10 | --- | 6.1-7.3 | 0

 | | | | |
760 Soil Survey of

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

3424C: | | | | |

 Magroc---------------| 0-2 | 3.0-20 | --- | 4.5-7.3 | 0

 | 2-11 | 1.0-15 | --- | 4.5-6.5 | 0

 | 11-22 | 1.0-15 | --- | 4.5-6.5 | 0

 | 22-30 | 1.0-15 | --- | 4.5-6.5 | 0

 | 30-45 | 0.0-15 | --- | 5.1-7.3 | 0

 | 45-50 | 0.0-15 | --- | 5.1-7.3 | 0

 | 50-80 | --- | --- | --- | 0

 | | | | |

 Stinnett-------------| 0-4 | 6.0-20 | --- | 4.5-7.3 | 0

 | 4-7 | --- | 3.0-15 | 4.5-6.0 | 0

 | 7-18 | --- | 3.0-15 | 4.5-6.0 | 0

 | 18-29 | --- | 3.0-15 | 4.5-6.0 | 0

 | 29-34 | 1.0-10 | --- | 4.5-6.5 | 0

 | 34-41 | 1.0-10 | --- | 4.5-6.5 | 0

 | 41-55 | 0.0-10 | --- | 5.6-7.3 | 0

 | 55-80 | 0.0-15 | --- | 5.6-7.3 | 0

 | | | | |

 Rock outcrop. | | | | |

 | | | | |

3446A: | | | | |

 Newson---------------| 0-3 | --- | 60-155 | 3.5-6.0 | 0

 | 3-8 | --- | 1.0-7.0 | 3.5-6.0 | 0

 | 8-16 | --- | 1.0-7.0 | 3.5-6.0 | 0

 | 16-22 | --- | 1.0-7.0 | 3.5-6.0 | 0

 | 22-60 | 0.0-4.0 | --- | 4.5-6.5 | 0

 | | | | |

3448B: | | | | |

 Grettum--------------| 0-3 | --- | 2.0-15 | 3.5-7.3 | 0

 | 3-32 | --- | 1.0-10 | 3.5-7.3 | 0

 | 32-75 | --- | 1.0-10 | 5.1-7.3 | 0

 | 75-80 | 1.0-9.0 | --- | 5.1-7.3 | 0

 | | | | |

3448C: | | | | |

 Grettum--------------| 0-3 | --- | 2.0-15 | 3.5-7.3 | 0

 | 3-32 | --- | 1.0-10 | 3.5-7.3 | 0

 | 32-75 | --- | 1.0-10 | 5.1-7.3 | 0

 | 75-80 | 1.0-9.0 | --- | 5.1-7.3 | 0

 | | | | |

3516A: | | | | |

 Slimlake-------------| 0-6 | 3.0-15 | --- | 5.1-6.5 | 0

 | 6-17 | --- | 3.0-15 | 5.1-6.5 | 0

 | 17-42 | 0.0-2.0 | --- | 5.1-6.5 | 0

 | 42-53 | 0.0-2.0 | --- | 5.1-6.5 | 0

 | 53-80 | 0.0-2.0 | --- | 5.1-6.5 | 0

 | | | | |

3629B: | | | | |

 Perida---------------| 0-9 | 2.0-10 | --- | 3.5-7.3 | 0

 | 9-43 | 2.0-10 | --- | 3.5-7.3 | 0

 | 43-45 | 2.0-10 | --- | 3.5-7.3 | 0

 | 45-60 | 12-65 | --- | 3.5-7.8 | 0

 | 60-74 | 12-65 | --- | 3.5-7.8 | 0

 | 74-80 | 1.0-9.0 | --- | 4.5-7.3 | 0

 | | | | |

M-W. | | | | |

 Miscellaneous water | | | | |

 | | | | |

W. | | | | |

 Water | | | | |

 | | | | | ____________________________________________________________________
Table 26.--Soil Moisture Status by Depth (Depths of layers are in feet. Absence of an entry indicates that the feature is not a concern or that data were not estimated. See t

 terms used in this table) _____________________________________________________________________________________________________________________________________ | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 3A: | | | | | | | | | | |  Totagatic-------| A/D |0.0-2.0: |0.0-2.5: |0.0-1.0: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-2.0: |0.0-2.5: |0.0-1.5: |0.0-0.5:  | | Moist | Moist | Moist | Wet | Wet | Moist | Moist | Moist | Moist | Moist  | |2.0-6.7: |2.5-6.7: |1.0-6.7: | --- | --- |1.0-6.7: |2.0-6.7: |2.5-6.7: |1.5-6.7: |0.5-6.7:  | | Wet | Wet | Wet | | | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | |  Bowstring-------| A/D |0.0-2.0: |0.0-2.5: |0.0-1.0: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-2.0: |0.0-2.5: |0.0-1.5: |0.0-0.5:  | | Moist | Moist | Moist | Wet | Wet | Moist | Moist | Moist | Moist | Moist  | |2.0-6.7: |2.5-6.7: |1.0-6.7: | --- | --- |1.0-6.7: |2.0-6.7: |2.5-6.7: |1.5-6.7: |0.5-6.7:  | | Wet | Wet | Wet | | | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | |  Ausable---------| A/D |0.0-2.0: |0.0-2.5: |0.0-1.0: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-2.0: |0.0-2.5: |0.0-1.5: |0.0-0.5:  | | Moist | Moist | Moist | Wet | Wet | Moist | Moist | Moist | Moist | Moist  | |2.0-6.7: |2.5-6.7: |1.0-6.7: | --- | --- |1.0-6.7: |2.0-6.7: |2.5-6.7: |1.5-6.7: |0.5-6.7:  | | Wet | Wet | Wet | | | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 22A: | | | | | | | | | | |  Comstock--------| C |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-0.5: |0.0-1.0: |0.0-2.5: |0.0-2.5: |0.0-4.0: |0.0-5.0: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |2.5-3.0: |2.5-3.5: |2.5-5.0: |0.5-6.7: |1.0-6.7: |2.5-6.7: |2.5-6.7: |4.0-6.7: |5.0-6.7: |2.0-2.5:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | |3.0-6.7: |3.5-6.7: |5.0-6.7: | --- | --- | --- | --- | --- | --- |2.5-5.0:  | | Moist | Moist | Moist | | | | | | | Moist  | | --- | --- | --- | --- | --- | --- | --- | --- | --- |5.0-6.7:  | | | | | | | | | | | Wet  | | | | | | | | | | | 24A: | | | | | | | | | | |  Poskin----------| C |0.0-3.0: |0.0-4.0: |0.0-2.5: |0.0-0.5: |0.0-1.0: |0.0-2.5: |0.0-3.5: |0.0-4.0: |0.0-3.0: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |3.0-6.7: |4.0-6.7: |2.5-6.7: |0.5-6.7: |1.0-6.7: |2.5-6.7: |3.5-6.7: |4.0-6.7: |3.0-6.7: |2.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 27A: | | | | | | | | | | |  Scott Lake------| B |0.0-4.5: |0.0-5.5: |0.0-4.0: |0.0-2.5: |0.0-3.0: |0.0-4.5: |0.0-5.0: |0.0-5.5: |0.0-4.5: |0.0-4.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |4.5-6.7: |5.5-6.7: |4.0-6.7: |2.5-6.7: |3.0-6.7: |4.5-6.7: |5.0-6.7: |5.5-6.7: |4.5-6.7: |4.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 28B: | | | | | | | | | | |  Haugen, very | | | | | | | | | | |  stony----------| C |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-2.0: |0.0-3.0: |0.0-4.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |2.0-6.0: |2.0-6.0: |3.0-6.0: |4.5-6.0: | --- | --- | --- | ---  | | | | Wet | Wet | Wet | Wet | | | |  | | --- | --- |6.0-6.7: |6.0-6.7: |6.0-6.7: |6.0-6.7: | --- | --- | --- | ---  | | | | Moist | Moist | Moist | Moist | | | |  | | | | | | | | | | |  Haugen----------| C |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-2.0: |0.0-3.0: |0.0-4.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |2.0-6.0: |2.0-6.0: |3.0-6.0: |4.5-6.0: | --- | --- | --- | ---  | | | | Wet | Wet | Wet | Wet | | | |  | | --- | --- |6.0-6.7: |6.0-6.7: |6.0-6.7: |6.0-6.7: | --- | --- | --- | ---  | | | | Moist | Moist | Moist | Moist | | | |  | | | | | | | | | | |  Rosholt, very | | | | | | | | | | |  stony----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  Rosholt---------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 28C: | | | | | | | | | | |  Haugen, very | | | | | | | | | | |  stony----------| B |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-2.0: |0.0-3.0: |0.0-4.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |2.0-6.0: |2.0-6.0: |3.0-6.0: |4.5-6.0: | --- | --- | --- | ---  | | | | Wet | Wet | Wet | Wet | | | |  | | --- | --- |6.0-6.7: |6.0-6.7: |6.0-6.7: |6.0-6.7: | --- | --- | --- | ---  | | | | Moist | Moist | Moist | Moist | | | |  | | | | | | | | | | |  Haugen----------| C |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-2.0: |0.0-3.0: |0.0-4.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |2.0-6.0: |2.0-6.0: |3.0-6.0: |4.5-6.0: | --- | --- | --- | ---  | | | | Wet | Wet | Wet | Wet | | | |  | | --- | --- |6.0-6.7: |6.0-6.7: |6.0-6.7: |6.0-6.7: | --- | --- | --- | ---  | | | | Moist | Moist | Moist | Moist | | | |  | | | | | | | | | | |  Rosholt, very | | | | | | | | | | |  stony----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 

 Rosholt---------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 33B: | | | | | | | | | | |  Chetek----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 33C: | | | | | | | | | | |  Chetek----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 38A: | | | | | | | | | | |  Rosholt---------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 38B: | | | | | | | | | | |  Rosholt---------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 38C: | | | | | | | | | | |  Rosholt---------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 38D: | | | | | | | | | | |  Rosholt---------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 42D: | | | | | | | | | | |  Amery-----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 43B: | | | | | | | | | | |  Antigo----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 43C: | | | | | | | | | | |  Antigo----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 43D: | | | | | | | | | | |  Antigo----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 48A: | | | | | | | | | | |  Brill-----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.5: |0.0-2.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist 

 | | --- | --- | --- |1.5-2.5: |2.0-2.5: | --- | --- | --- | --- | ---  | | | | | Wet | Wet | | | | |  | | --- | --- | --- |2.5-6.7: |2.5-6.7: | --- | --- | --- | --- | ---  | | | | | Moist | Moist | | | | |  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 63A: | | | | | | | | | | |  Crystal Lake----| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-3.5: |0.0-5.5: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- |2.0-5.0: |3.0-6.7: |3.5-6.7: |5.5-6.7: | --- | --- | ---  | | | | | Wet | Wet | Wet | Wet | | |  | | --- | --- | --- |5.0-6.7: | --- | --- | --- | --- | --- | ---  | | | | | Moist | | | | | |  | | | | | | | | | | | 63B: | | | | | | | | | | |  Crystal Lake----| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-3.5: |0.0-5.5: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- |2.0-5.0: |3.0-6.7: |3.5-6.7: |5.5-6.7: | --- | --- | ---  | | | | | Wet | Wet | Wet | Wet | | |  | | --- | --- | --- |5.0-6.7: | --- | --- | --- | --- | --- | ---  | | | | | Moist | | | | | |  | | | | | | | | | | | 63C: | | | | | | | | | | |  Crystal Lake----| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.5: |0.0-5.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- |2.0-5.0: |3.5-6.7: |5.0-6.7: | --- | --- | --- | ---  | | | | | Wet | Wet | Wet | | | |  | | --- | --- | --- |5.0-6.7: | --- | --- | --- | --- | --- | ---  | | | | | Moist | | | | | |  | | | | | | | | | | | 63E: | | | | | | | | | | |  Crystal Lake----| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.5: |0.0-4.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- |2.5-5.0: |4.5-6.7: | --- | --- | --- | --- | ---  | | | | | Wet | Wet | | | | |  | | --- | --- | --- |5.0-6.7: | --- | --- | --- | --- | --- | ---  | | | | | Moist | | | | | |  | | | | | | | | | | | 64A: | | | | | | | | | | |  Totagatic-------| A/D |0.0-2.0: |0.0-2.5: |0.0-1.0: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-2.0: |0.0-2.5: |0.0-1.5: |0.0-0.5:  | | Moist | Moist | Moist | Wet | Wet | Moist | Moist | Moist | Moist | Moist  | |2.0-6.7: |2.5-6.7: |1.0-6.7: | --- | --- |1.0-6.7: |2.0-6.7: |2.5-6.7: |1.5-6.7: |0.5-6.7:  | | Wet | Wet | Wet | | | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | |  Winterfield-----| A/D |0.0-2.0: |0.0-2.0: |0.0-1.5: |0.0-0.5: |0.0-1.5: |0.0-2.0: |0.0-2.0: |0.0-2.0: |0.0-3.0: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |2.0-6.7: |2.0-6.7: |1.5-6.7: |0.5-6.7: |1.5-6.7: |2.0-6.7: |2.0-6.7: |2.0-6.7: |3.0-6.7: |3.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 69B: | | | | | | | | | | |  Keweenaw--------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | |  Sayner----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | |  Vilas-----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 69C: | | | | | | | | | | |  Keweenaw--------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | |  Sayner----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | |  Vilas-----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 69E: | | | | | | | | | | |  Keweenaw--------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | |  Sayner----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 69E: | | | | | | | | | | |  Vilas-----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 74B: | | | | | | | | | | |  Vilas-----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 74C: | | | | | | | | | | |  Vilas-----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 74D: | | | | | | | | | | |  Vilas-----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 100B: | | | | | | | | | | |  Menahga---------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 100C: | | | | | | | | | | |  Menahga---------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 100D: | | | | | | | | | | |  Menahga---------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 127D: | | | | | | | | | | | 

 Amery-----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

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 | | | | | | | | | | | 127D: | | | | | | | | | | |  Rosholt---------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 127E: | | | | | | | | | | |  Amery-----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  Rosholt---------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 156B: | | | | | | | | | | |  Magnor, very | | | | | | | | | | |  stony----------| C |0.0-2.5: |0.0-2.5: |0.0-1.5: |0.0-0.5: |0.0-1.0: |0.0-2.5: |0.0-6.7: |0.0-6.7: |0.0-3.0: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |2.5-3.5: |2.5-3.5: |1.5-3.5: |0.5-3.5: |1.0-3.5: |2.5-3.5: | --- | --- |3.0-3.5: |2.0-3.5:  | | Wet | Wet | Wet | Wet | Wet | Wet | | | Wet | Wet  | |3.5-6.7: |3.5-6.7: |3.5-6.7: |3.5-6.7: |3.5-6.7: |3.5-6.7: | --- | --- |3.5-6.7: |3.5-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | | | Moist | Moist  | | | | | | | | | | |  Magnor----------| C |0.0-2.5: |0.0-2.5: |0.0-1.5: |0.0-0.5: |0.0-1.0: |0.0-2.5: |0.0-6.7: |0.0-6.7: |0.0-3.0: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |2.5-3.5: |2.5-3.5: |1.5-3.5: |0.5-3.5: |1.0-3.5: |2.5-3.5: | --- | --- |3.0-3.5: |2.0-3.5:  | | Wet | Wet | Wet | Wet | Wet | Wet | | | Wet | Wet  | |3.5-6.7: |3.5-6.7: |3.5-6.7: |3.5-6.7: |3.5-6.7: |3.5-6.7: | --- | --- |3.5-6.7: |3.5-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | | | Moist | Moist  | | | | | | | | | | | 157B: | | | | | | | | | | |  Freeon, very | | | | | | | | | | |  stony----------| C |0.0-6.7: |0.0-6.7: |0.0-2.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |2.5-3.5: |1.0-3.5: |1.5-3.5: | --- | --- | --- | --- |2.5-3.5:  | | | | Wet | Wet | Wet | | | | | Wet  | | --- | --- |3.5-6.7: |3.5-6.7: |3.5-6.7: | --- | --- | --- | --- |3.5-6.7:  | | | | Moist | Moist | Moist | | | | | Moist  | | | | | | | | | | |  Freeon----------| C |0.0-6.7: |0.0-6.7: |0.0-2.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |2.5-3.5: |1.0-3.5: |1.5-3.5: | --- | --- | --- | --- |2.5-3.5:  | | | | Wet | Wet | Wet | | | | | Wet  | | --- | --- |3.5-6.7: |3.5-6.7: |3.5-6.7: | --- | --- | --- | --- |3.5-6.7:  | | | | Moist | Moist | Moist | | | | | Moist  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 157C: | | | | | | | | | | |  Freeon, very | | | | | | | | | | |  stony----------| C |0.0-6.7: |0.0-6.7: |0.0-2.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |2.5-3.5: |1.0-3.5: |1.5-3.5: | --- | --- | --- | --- |2.5-3.5:  | | | | Wet | Wet | Wet | | | | | Wet  | | --- | --- |3.5-6.7: |3.5-6.7: |3.5-6.7: | --- | --- | --- | --- |3.5-6.7:  | | | | Moist | Moist | Moist | | | | | Moist  | | | | | | | | | | |  Freeon----------| C |0.0-6.7: |0.0-6.7: |0.0-2.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |2.5-3.5: |1.0-3.5: |1.5-3.5: | --- | --- | --- | --- |2.5-3.5:  | | | | Wet | Wet | Wet | | | | | Wet  | | --- | --- |3.5-6.7: |3.5-6.7: |3.5-6.7: | --- | --- | --- | --- |3.5-6.7:  | | | | Moist | Moist | Moist | | | | | Moist  | | | | | | | | | | | 160A: | | | | | | | | | | |  Oesterle--------| C |0.0-3.0: |0.0-4.0: |0.0-2.5: |0.0-0.5: |0.0-1.0: |0.0-2.5: |0.0-3.5: |0.0-4.0: |0.0-3.0: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |3.0-6.7: |4.0-6.7: |2.5-6.7: |0.5-6.7: |1.0-6.7: |2.5-6.7: |3.5-6.7: |4.0-6.7: |3.0-6.7: |2.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 182B: | | | | | | | | | | |  Padus-----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 182C: | | | | | | | | | | |  Padus-----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 192A: | | | | | | | | | | |  Worcester-------| C |0.0-3.0: |0.0-4.0: |0.0-2.5: |0.0-0.5: |0.0-1.0: |0.0-2.5: |0.0-3.5: |0.0-4.0: |0.0-3.0: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |3.0-6.7: |4.0-6.7: |2.5-6.7: |0.5-6.7: |1.0-6.7: |2.5-6.7: |3.5-6.7: |4.0-6.7: |3.0-6.7: |2.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 193A: | | | | | | | | | | |  Minocqua--------| B/D |0.0-2.0: |0.0-2.5: |0.0-1.0: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-2.0: |0.0-2.5: |0.0-1.5: |0.0-0.5:  | | Moist | Moist | Moist | Wet | Wet | Moist | Moist | Moist | Moist | Moist  | |2.0-6.7: |2.5-6.7: |1.0-6.7: | --- | --- |1.0-6.7: |2.0-6.7: |2.5-6.7: |1.5-6.7: |0.5-6.7:  | | Wet | Wet | Wet | | | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 215B: | | | | | | | | | | | 

 Pence-----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 215C: | | | | | | | | | | |  Pence-----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 215D: | | | | | | | | | | |  Pence-----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 315A: | | | | | | | | | | |  Rib-------------| B/D |0.0-2.0: |0.0-2.5: |0.0-1.0: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-2.0: |0.0-2.5: |0.0-1.5: |0.0-0.5:  | | Moist | Moist | Moist | Wet | Wet | Moist | Moist | Moist | Moist | Moist  | |2.0-6.7: |2.5-6.7: |1.0-6.7: | --- | --- |1.0-6.7: |2.0-6.7: |2.5-6.7: |1.5-6.7: |0.5-6.7:  | | Wet | Wet | Wet | | | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 337A: | | | | | | | | | | |  Plover----------| C |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-0.5: |0.0-1.0: |0.0-2.5: |0.0-2.5: |0.0-4.0: |0.0-5.0: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |2.5-3.0: |2.5-3.5: |2.5-5.0: |0.5-6.7: |1.0-6.7: |2.5-6.7: |2.5-6.7: |4.0-6.7: |5.0-6.7: |2.0-2.5:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | |3.0-6.7: |3.5-6.7: |5.0-6.7: | --- | --- | --- | --- | --- | --- |2.5-5.0:  | | Moist | Moist | Moist | | | | | | | Moist  | | --- | --- | --- | --- | --- | --- | --- | --- | --- |5.0-6.7:  | | | | | | | | | | | Wet  | | | | | | | | | | | 368B: | | | | | | | | | | |  Mahtomedi-------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | |  Cress-----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 368C: | | | | | | | | | | |  Mahtomedi-------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | |  Cress-----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 368D: | | | | | | | | | | |  Mahtomedi-------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | |  Cress-----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 371A: | | | | | | | | | | |  Croswell--------| A |0.0-4.0: |0.0-5.0: |0.0-3.5: |0.0-2.0: |0.0-2.5: |0.0-4.0: |0.0-0.5: |0.0-1.0: |0.0-4.0: |0.0-3.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | |4.0-6.7: |5.0-6.7: |3.5-6.7: |2.0-6.7: |2.5-6.7: |4.0-6.7: |0.5-4.5: |1.0-5.0: |4.0-6.7: |3.5-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Wet | Wet  | | --- | --- | --- | --- | --- | --- |4.5-6.7: |5.0-6.7: | --- | ---  | | | | | | | | Wet | Wet | |  | | | | | | | | | | | 380B: | | | | | | | | | | |  Cress-----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  Rosholt---------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 380C: | | | | | | | | | | |  Cress-----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  Rosholt---------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 380D: | | | | | | | | | | |  Cress-----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  Rosholt---------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 383B: | | | | | | | | | | |  Mahtomedi-------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | | 

 | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 383C: | | | | | | | | | | |  Mahtomedi-------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 383D: | | | | | | | | | | |  Mahtomedi-------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 396B: | | | | | | | | | | |  Friendship------| A |0.0-6.7: |0.0-6.7: |0.0-6.0: |0.0-4.5: |0.0-6.0: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- |6.0-6.7: |4.5-6.7: |6.0-6.7: | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | Wet | Wet | Wet | | Moist | Moist | |  | | | | | | | | | | |  Wurtsmith-------| A |0.0-4.0: |0.0-5.0: |0.0-3.5: |0.0-2.0: |0.0-2.5: |0.0-4.0: |0.0-0.5: |0.0-1.0: |0.0-4.0: |0.0-3.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | |4.0-6.7: |5.0-6.7: |3.5-6.7: |2.0-6.7: |2.5-6.7: |4.0-6.7: |0.5-4.5: |1.0-5.0: |4.0-6.7: |3.5-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Wet | Wet  | | --- | --- | --- | --- | --- | --- |4.5-6.7: |5.0-6.7: | --- | ---  | | | | | | | | Wet | Wet | |  | | | | | | | | | | |  Grayling--------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |0.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 397A: | | | | | | | | | | |  Perchlake-------| B |0.0-3.0: |0.0-4.0: |0.0-2.5: |0.0-0.5: |0.0-1.0: |0.0-2.5: |0.0-3.5: |0.0-4.0: |0.0-3.0: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |3.0-6.7: |4.0-6.7: |2.5-6.7: |0.5-6.7: |1.0-6.7: |2.5-6.7: |3.5-6.7: |4.0-6.7: |3.0-6.7: |2.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 399B: | | | | | | | | | | |  Grayling--------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |0.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 399C: | | | | | | | | | | |  Grayling--------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |0.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 399D: | | | | | | | | | | |  Grayling--------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |0.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 405A: | | | | | | | | | | |  Lupton----------| A/D |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | |  Cathro----------| A/D |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | |  Tawas-----------| A/D |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 406A: | | | | | | | | | | |  Loxley----------| A/D |0.0-1.0: |0.0-1.0: |0.0-0.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-0.5: |0.0-0.5: |0.0-6.7:  | | Moist | Moist | Moist | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | |1.0-6.7: |1.0-6.7: |0.5-6.7: | --- | --- | --- |0.5-6.7: |0.5-6.7: |0.5-6.7: | ---  | | Wet | Wet | Wet | | | | Wet | Wet | Wet |  | | | | | | | | | | | 407A: | | | | | | | | | | |  Seelyeville-----| A/D |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | |  Markey----------| A/D |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 410A: | | | | | | | | | | |  Seelyeville-----| A/D |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | |  Cathro----------| A/D |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 412A: | | | | | | | | | | | 

 Rifle-----------| A/D |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 412A: | | | | | | | | | | |  Tacoosh---------| A/D |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 415A: | | | | | | | | | | |  Greenwood-------| A/D |0.0-1.0: |0.0-1.0: |0.0-0.5: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-0.5: |0.0-0.5: |0.0-0.5: |0.0-6.0:  | | Moist | Moist | Moist | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | |1.0-6.0: |1.0-6.0: |0.5-6.0: | --- | --- | --- |0.5-6.0: |0.5-6.0: |0.5-6.0: | ---  | | Wet | Wet | Wet | | | | Wet | Wet | Wet |  | | | | | | | | | | | 439B: | | | | | | | | | | |  Graycalm--------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | |  Menahga---------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 439C: | | | | | | | | | | |  Graycalm--------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | |  Menahga---------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 439D: | | | | | | | | | | |  Graycalm--------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | |  Menahga---------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 441C: | | | | | | | | | | |  Freeon----------| B |0.0-6.7: |0.0-6.7: |0.0-2.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |2.5-3.5: |1.0-3.5: |1.5-3.5: | --- | --- | --- | --- |2.5-3.5:  | | | | Wet | Wet | Wet | | | | | Wet  | | --- | --- |3.5-6.7: |3.5-6.7: |3.5-6.7: | --- | --- | --- | --- |3.5-6.7:  | | | | Moist | Moist | Moist | | | | | Moist  | | | | | | | | | | |  Cathro----------| A/D |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 442C: | | | | | | | | | | |  Haugen----------| B |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-2.0: |0.0-3.0: |0.0-4.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |2.0-6.0: |2.0-6.0: |3.0-6.0: |4.5-6.0: | --- | --- | --- | ---  | | | | Wet | Wet | Wet | Wet | | | |  | | --- | --- |6.0-6.7: |6.0-6.7: |6.0-6.7: |6.0-6.7: | --- | --- | --- | ---  | | | | Moist | Moist | Moist | Moist | | | |  | | | | | | | | | | |  Greenwood-------| A/D |0.0-1.0: |0.0-1.0: |0.0-0.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-0.5: |0.0-0.5: |0.0-6.7:  | | Moist | Moist | Moist | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | |1.0-6.7: |1.0-6.7: |0.5-6.7: | --- | --- | --- |0.5-6.7: |0.5-6.7: |0.5-6.7: | ---  | | Wet | Wet | Wet | | | | Wet | Wet | Wet |  | | | | | | | | | | | 443D: | | | | | | | | | | |  Amery-----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  Greenwood-------| A/D |0.0-1.0: |0.0-1.0: |0.0-0.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-0.5: |0.0-0.5: |0.0-6.7:  | | Moist | Moist | Moist | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | |1.0-6.7: |1.0-6.7: |0.5-6.7: | --- | --- | --- |0.5-6.7: |0.5-6.7: |0.5-6.7: | ---  | | Wet | Wet | Wet | | | | Wet | Wet | Wet |  | | | | | | | | | | | 461A: | | | | | | | | | | |  Bowstring-------| A/D |0.0-2.0: |0.0-2.5: |0.0-1.0: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-2.0: |0.0-2.5: |0.0-1.5: |0.0-0.5:  | | Moist | Moist | Moist | Wet | Wet | Moist | Moist | Moist | Moist | Moist  | |2.0-6.7: |2.5-6.7: |1.0-6.7: | --- | --- |1.0-6.7: |2.0-6.7: |2.5-6.7: |1.5-6.7: |0.5-6.7:  | | Wet | Wet | Wet | | | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 484A: | | | | | | | | | | |  Greenwood-------| A/D |0.0-1.0: |0.0-1.0: |0.0-0.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-0.5: |0.0-0.5: |0.0-6.7:  | | Moist | Moist | Moist | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | |1.0-6.7: |1.0-6.7: |0.5-6.7: | --- | --- | --- |0.5-6.7: |0.5-6.7: |0.5-6.7: | --- 

 | | Wet | Wet | Wet | | | | Wet | Wet | Wet |  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 484A: | | | | | | | | | | |  Beseman---------| A/D |0.0-1.0: |0.0-1.0: |0.0-0.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-0.5: |0.0-0.5: |0.0-6.7:  | | Moist | Moist | Moist | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | |1.0-6.7: |1.0-6.7: |0.5-6.7: | --- | --- | --- |0.5-6.7: |0.5-6.7: |0.5-6.7: | ---  | | Wet | Wet | Wet | | | | Wet | Wet | Wet |  | | | | | | | | | | | 495B: | | | | | | | | | | |  Karlsborg-------| D |0.0-6.7: |0.0-6.7: |0.0-3.5: |0.0-1.5: |0.0-3.5: |0.0-3.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- |3.5-4.0: |1.5-4.0: |3.5-4.0: |3.5-4.0: |1.0-6.7: |1.5-6.7: | --- | ---  | | | | Wet | Wet | Wet | Wet | Moist | Moist | |  | | --- | --- |4.0-6.7: |4.0-6.7: |4.0-6.7: |4.0-6.7: | --- | --- | --- | ---  | | | | Moist | Moist | Moist | Moist | | | |  | | | | | | | | | | |  Grettum---------| A |0.0-6.7: |0.0-6.7: |0.0-6.0: |0.0-4.5: |0.0-6.0: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- |6.0-6.7: |4.5-6.7: |6.0-6.7: | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | Wet | Wet | Wet | | Moist | Moist | |  | | | | | | | | | | |  Perida----------| B |0.0-6.7: |0.0-6.7: |0.0-5.5: |0.0-3.5: |0.0-5.5: |0.0-5.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- |5.5-6.0: |3.5-6.0: |5.5-6.0: |5.5-6.0: |1.0-6.7: |1.5-6.7: | --- | ---  | | | | Wet | Wet | Wet | Wet | Moist | Moist | |  | | --- | --- |6.0-6.7: |6.0-6.7: |6.0-6.7: |6.0-6.7: | --- | --- | --- | ---  | | | | Moist | Moist | Moist | Moist | | | |  | | | | | | | | | | | 495C: | | | | | | | | | | |  Karlsborg-------| D |0.0-6.7: |0.0-6.7: |0.0-3.5: |0.0-1.5: |0.0-3.5: |0.0-3.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- |3.5-4.0: |1.5-4.0: |3.5-4.0: |3.5-4.0: |1.0-6.7: |1.5-6.7: | --- | ---  | | | | Wet | Wet | Wet | Wet | Moist | Moist | |  | | --- | --- |4.0-6.7: |4.0-6.7: |4.0-6.7: |4.0-6.7: | --- | --- | --- | ---  | | | | Moist | Moist | Moist | Moist | | | |  | | | | | | | | | | |  Grettum---------| A |0.0-6.7: |0.0-6.7: |0.0-6.0: |0.0-4.5: |0.0-6.0: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- |6.0-6.7: |4.5-6.7: |6.0-6.7: | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | Wet | Wet | Wet | | Moist | Moist | |  | | | | | | | | | | |  Perida----------| B |0.0-6.7: |0.0-6.7: |0.0-5.5: |0.0-3.5: |0.0-5.5: |0.0-5.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- |5.5-6.0: |3.5-6.0: |5.5-6.0: |5.5-6.0: |1.0-6.7: |1.5-6.7: | --- | ---  | | | | Wet | Wet | Wet | Wet | Moist | Moist | | 

 | | --- | --- |6.0-6.7: |6.0-6.7: |6.0-6.7: |6.0-6.7: | --- | --- | --- | ---  | | | | Moist | Moist | Moist | Moist | | | |  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 495D: | | | | | | | | | | |  Karlsborg-------| D |0.0-6.7: |0.0-6.7: |0.0-3.5: |0.0-1.5: |0.0-3.5: |0.0-3.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- |3.5-4.0: |1.5-4.0: |3.5-4.0: |3.5-4.0: |1.0-6.7: |1.5-6.7: | --- | ---  | | | | Wet | Wet | Wet | Wet | Moist | Moist | |  | | --- | --- |4.0-6.7: |4.0-6.7: |4.0-6.7: |4.0-6.7: | --- | --- | --- | ---  | | | | Moist | Moist | Moist | Moist | | | |  | | | | | | | | | | |  Grettum---------| A |0.0-6.7: |0.0-6.7: |0.0-6.0: |0.0-4.5: |0.0-6.0: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- |6.0-6.7: |4.5-6.7: |6.0-6.7: | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | Wet | Wet | Wet | | Moist | Moist | |  | | | | | | | | | | |  Perida----------| B |0.0-6.7: |0.0-6.7: |0.0-5.5: |0.0-3.5: |0.0-5.5: |0.0-5.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- |5.5-6.0: |3.5-6.0: |5.5-6.0: |5.5-6.0: |1.0-6.7: |1.5-6.7: | --- | ---  | | | | Wet | Wet | Wet | Wet | Moist | Moist | |  | | --- | --- |6.0-6.7: |6.0-6.7: |6.0-6.7: |6.0-6.7: | --- | --- | --- | ---  | | | | Moist | Moist | Moist | Moist | | | |  | | | | | | | | | | | 497A: | | | | | | | | | | |  Meenon----------| C |0.0-2.5: |0.0-3.0: |0.0-1.5: |0.0-0.5: |0.0-0.5: |0.0-1.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |2.5-3.5: |3.0-3.5: |1.5-4.5: |0.5-4.5: |0.5-4.5: |1.5-4.5: | --- | --- | --- |2.0-3.5:  | | Wet | Wet | Wet | Wet | Wet | Wet | | | | Wet  | |3.5-6.7: |3.5-6.7: |4.5-6.7: |4.5-6.7: |4.5-6.7: |4.5-6.7: | --- | --- | --- |3.5-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | | | | Moist  | | | | | | | | | | | 515A: | | | | | | | | | | |  Manitowish------| B |0.0-4.5: |0.0-5.5: |0.0-4.0: |0.0-2.5: |0.0-3.0: |0.0-4.5: |0.0-5.0: |0.0-5.5: |0.0-4.5: |0.0-4.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |4.5-6.7: |5.5-6.7: |4.0-6.7: |2.5-6.7: |3.0-6.7: |4.5-6.7: |5.0-6.7: |5.5-6.7: |4.5-6.7: |4.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 521A: | | | | | | | | | | |  Dody------------| C/D |0.0-0.5: |0.0-1.5: |0.0-4.0: |0.0-4.0: |0.0-4.0: |0.0-1.0: |0.0-2.0: |0.0-2.5: |0.0-2.5: |0.0-0.5:  | | Moist | Moist | Wet | Wet | Wet | Moist | Moist | Moist | Moist | Moist  | |0.5-4.0: |1.5-4.0: |4.0-6.7: |4.0-6.7: |4.0-6.7: |1.0-4.0: |2.0-4.0: |2.5-4.0: |2.5-4.0: |0.5-4.0:  | | Wet | Wet | Moist | Moist | Moist | Wet | Wet | Wet | Wet | Wet  | |4.0-6.7: |4.0-6.7: | --- | --- | --- |4.0-6.7: |4.0-6.7: |4.0-6.7: |4.0-6.7: |4.0-6.7:  | | Moist | Moist | | | | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 524E: | | | | | | | | | | | 

 Rock outcrop. | | | | | | | | | | |  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 524E: | | | | | | | | | | |  Frogcreek-------| B |0.0-6.7: |0.0-6.7: |0.0-2.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |2.5-3.5: |1.0-3.5: |1.5-3.5: | --- | --- | --- | --- |2.5-3.5:  | | | | Wet | Wet | Wet | | | | | Wet  | | --- | --- |3.5-6.7: |3.5-6.7: |3.5-6.7: | --- | --- | --- | --- |3.5-6.7:  | | | | Moist | Moist | Moist | | | | | Moist  | | | | | | | | | | |  Metonga---------| B |0.0-2.3: |0.0-2.3: |0.0-2.3: |0.0-2.3: |0.0-2.3: |0.0-2.3: |0.0-2.3: |0.0-2.3: |0.0-2.3: |0.0-2.3:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 542B: | | | | | | | | | | |  Haugen, very | | | | | | | | | | |  stony----------| B |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-2.0: |0.0-3.0: |0.0-4.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |2.0-6.0: |2.0-6.0: |3.0-6.0: |4.5-6.0: | --- | --- | --- | ---  | | | | Wet | Wet | Wet | Wet | | | |  | | --- | --- |6.0-6.7: |6.0-6.7: |6.0-6.7: |6.0-6.7: | --- | --- | --- | ---  | | | | Moist | Moist | Moist | Moist | | | |  | | | | | | | | | | |  Haugen----------| B |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-2.0: |0.0-3.0: |0.0-4.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |2.0-6.0: |2.0-6.0: |3.0-6.0: |4.5-6.0: | --- | --- | --- | ---  | | | | Wet | Wet | Wet | Wet | | | |  | | --- | --- |6.0-6.7: |6.0-6.7: |6.0-6.7: |6.0-6.7: | --- | --- | --- | ---  | | | | Moist | Moist | Moist | Moist | | | |  | | | | | | | | | | | 542C: | | | | | | | | | | |  Haugen, very | | | | | | | | | | |  stony----------| B |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-2.0: |0.0-3.0: |0.0-4.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |2.0-6.0: |2.0-6.0: |3.0-6.0: |4.5-6.0: | --- | --- | --- | ---  | | | | Wet | Wet | Wet | Wet | | | |  | | --- | --- |6.0-6.7: |6.0-6.7: |6.0-6.7: |6.0-6.7: | --- | --- | --- | ---  | | | | Moist | Moist | Moist | Moist | | | |  | | | | | | | | | | |  Haugen----------| B |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-2.0: |0.0-3.0: |0.0-4.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |2.0-6.0: |2.0-6.0: |3.0-6.0: |4.5-6.0: | --- | --- | --- | ---  | | | | Wet | Wet | Wet | Wet | | | |  | | --- | --- |6.0-6.7: |6.0-6.7: |6.0-6.7: |6.0-6.7: | --- | --- | --- | ---  | | | | Moist | Moist | Moist | Moist | | | |  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 543B: | | | | | | | | | | |  Anigon----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 543C2: | | | | | | | | | | |  Anigon----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 544F: | | | | | | | | | | |  Menahga---------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | |  Mahtomedi-------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 555A: | | | | | | | | | | |  Fordum----------| D |0.0-2.0: |0.0-2.5: |0.0-1.0: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-2.0: |0.0-2.5: |0.0-1.5: |0.0-0.5:  | | Moist | Moist | Moist | Wet | Wet | Moist | Moist | Moist | Moist | Moist  | |2.0-6.7: |2.5-6.7: |1.0-6.7: | --- | --- |1.0-6.7: |2.0-6.7: |2.5-6.7: |1.5-6.7: |0.5-6.7:  | | Wet | Wet | Wet | | | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 574B: | | | | | | | | | | |  Sayner----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 574C: | | | | | | | | | | |  Sayner----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 574E: | | | | | | | | | | |  Sayner----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 579B: | | | | | | | | | | |  Parkfalls-------| C |0.0-2.5: |0.0-2.5: |0.0-1.5: |0.0-0.5: |0.0-1.0: |0.0-2.5: |0.0-6.7: |0.0-6.7: |0.0-3.0: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |2.5-3.5: |2.5-3.5: |1.5-3.5: |0.5-3.5: |1.0-3.5: |2.5-3.5: | --- | --- |3.0-3.5: |2.0-3.5:  | | Wet | Wet | Wet | Wet | Wet | Wet | | | Wet | Wet  | |3.5-6.7: |3.5-6.7: |3.5-6.7: |3.5-6.7: |3.5-6.7: |3.5-6.7: | --- | --- |3.5-6.7: |3.5-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | | | Moist | Moist  | | | | | | | | | | | 600A: | | | | | | | | | | |  Haplosaprists---| D |0.0-6.7: |0.0-6.7: |0.0-6.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | |  Psammaquents----| D |0.0-6.7: |0.0-6.7: |0.0-6.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 615B: | | | | | | | | | | |  Cress-----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 615C: | | | | | | | | | | |  Cress-----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 615D: | | | | | | | | | | |  Cress-----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 623A: | | | | | | | | | | |  Capitola--------| B/D |0.0-1.5: |0.0-1.5: |0.0-1.0: |0.0-2.5: |0.0-2.5: |0.0-1.5: |0.0-6.7: |0.0-6.7: |0.0-1.5: |0.0-1.0:  | | Moist | Moist | Moist | Wet | Wet | Moist | Moist | Moist | Moist | Moist  | |1.5-2.5: |1.5-2.5: |1.0-2.5: |2.5-6.7: |2.5-6.7: |1.5-2.5: | --- | --- |1.5-2.5: |1.0-2.5:  | | Wet | Wet | Wet | Moist | Moist | Wet | | | Wet | Wet  | |2.5-6.7: |2.5-6.7: |2.5-6.7: | --- | --- |2.5-6.7: | --- | --- |2.5-6.7: |2.5-6.7:  | | Moist | Moist | Moist | | | Moist | | | Moist | Moist  | | | | | | | | | | | 624A: | | | | | | | | | | |  Ossmer----------| C |0.0-3.0: |0.0-4.0: |0.0-2.5: |0.0-0.5: |0.0-1.0: |0.0-2.5: |0.0-3.5: |0.0-4.0: |0.0-3.0: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |3.0-6.7: |4.0-6.7: |2.5-6.7: |0.5-6.7: |1.0-6.7: |2.5-6.7: |3.5-6.7: |4.0-6.7: |3.0-6.7: |2.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 632A: | | | | | | | | | | |  Aftad-----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-3.5: |0.0-5.5: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- |2.0-5.0: |3.0-6.7: |3.5-6.7: |5.5-6.7: | --- | --- | ---  | | | | | Wet | Wet | Wet | Wet | | |  | | --- | --- | --- |5.0-6.7: | --- | --- | --- | --- | --- | ---  | | | | | Moist | | | | | |  | | | | | | | | | | | 632B: | | | | | | | | | | |  Aftad-----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-3.5: |0.0-5.5: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- |2.0-5.0: |3.0-6.7: |3.5-6.7: |5.5-6.7: | --- | --- | ---  | | | | | Wet | Wet | Wet | Wet | | |  | | --- | --- | --- |5.0-6.7: | --- | --- | --- | --- | --- | ---  | | | | | Moist | | | | | |  | | | | | | | | | | | 632C: | | | | | | | | | | |  Aftad-----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.5: |0.0-5.0: |5.5-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Wet | Moist | Moist | Moist  | | --- | --- | --- |2.0-5.0: |3.5-6.7: |5.0-6.7: | --- | --- | --- | ---  | | | | | Wet | Wet | Wet | | | |  | | --- | --- | --- |5.0-6.7: | --- | --- | --- | --- | --- | ---  | | | | | Moist | | | | | |  | | | | | | | | | | | 633F: | | | | | | | | | | |  Pence-----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  Padus-----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 648B: | | | | | | | | | | |  Sconsin---------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- |1.5-2.5: | --- | --- | --- | --- | --- | ---  | | | | | Wet | | | | | |  | | --- | --- | --- |2.5-6.7: | --- | --- | --- | --- | --- | ---  | | | | | Moist | | | | | |  | | | | | | | | | | | 670C: | | | | | | | | | | |  Keweenaw--------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 

 Pence-----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 670E: | | | | | | | | | | |  Keweenaw--------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  Pence-----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 671B: | | | | | | | | | | |  Spoonerhill, | | | | | | | | | | |  stony----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-2.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- |2.0-3.5: |2.5-3.5: | --- | --- | --- | --- | ---  | | | | | Wet | Wet | | | | |  | | --- | --- | --- |3.5-6.7: |3.5-6.7: | --- | --- | --- | --- | ---  | | | | | Moist | Moist | | | | |  | | | | | | | | | | |  Spoonerhill-----| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-2.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- |2.0-3.5: |2.5-3.5: | --- | --- | --- | --- | ---  | | | | | Wet | Wet | | | | |  | | --- | --- | --- |3.5-6.7: |3.5-6.7: | --- | --- | --- | --- | ---  | | | | | Moist | Moist | | | | |  | | | | | | | | | | | 680B: | | | | | | | | | | |  Stanberry, stony| C |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-2.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- |2.0-3.5: |2.5-3.5: | --- | --- | --- | --- | ---  | | | | | Wet | Wet | | | | |  | | --- | --- | --- |3.5-6.7: |3.5-6.7: | --- | --- | --- | --- | ---  | | | | | Moist | Moist | | | | |  | | | | | | | | | | |  Pence, stony----| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 683A: | | | | | | | | | | |  Tipler----------| B |0.0-4.5: |0.0-5.5: |0.0-4.0: |0.0-2.5: |0.0-3.0: |0.0-4.5: |0.0-5.0: |0.0-5.5: |0.0-4.5: |0.0-4.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |4.5-6.7: |5.5-6.7: |4.0-6.7: |2.5-6.7: |3.0-6.7: |4.5-6.7: |5.0-6.7: |5.5-6.7: |4.5-6.7: |4.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 706A: | | | | | | | | | | |  Winterfield-----| A/D |0.0-2.0: |0.0-2.0: |0.0-1.5: |0.0-0.5: |0.0-1.5: |0.0-2.0: |0.0-2.0: |0.0-2.0: |0.0-3.0: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist 

 | |2.0-6.7: |2.0-6.7: |1.5-6.7: |0.5-6.7: |1.5-6.7: |2.0-6.7: |2.0-6.7: |2.0-6.7: |3.0-6.7: |3.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 706A: | | | | | | | | | | |  Totagatic-------| D |0.0-2.0: |0.0-2.5: |0.0-1.0: | --- |0.0-6.7: |0.0-1.0: |0.0-2.0: |0.0-2.5: |0.0-1.5: |0.0-0.5:  | | Moist | Moist | Moist | | Wet | Moist | Moist | Moist | Moist | Moist  | |2.0-6.7: |2.5-6.7: |1.0-6.7: | --- | --- |1.0-6.7: |2.0-6.7: |2.5-6.7: |1.5-6.7: |0.5-6.7:  | | Wet | Wet | Wet | | | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 724A: | | | | | | | | | | |  Rib-------------| B/D |0.0-2.0: |0.0-2.5: |0.0-1.0: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-2.0: |0.0-2.5: |0.0-1.5: |0.0-0.5:  | | Moist | Moist | Moist | Wet | Wet | Moist | Moist | Moist | Moist | Moist  | |2.0-6.7: |2.5-6.7: |1.0-6.7: | --- | --- |1.0-6.7: |2.0-6.7: |2.5-6.7: |1.5-6.7: |0.5-6.7:  | | Wet | Wet | Wet | | | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | |  Rock outcrop. | | | | | | | | | | |  | | | | | | | | | | | 726B: | | | | | | | | | | |  Sissabagama-----| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.5: |0.0-3.0: |0.0-3.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- |2.5-5.0: |3.0-6.7: |3.5-6.7: |1.0-5.5: |1.5-6.7: | --- | ---  | | | | | Wet | Wet | Wet | Moist | Moist | |  | | --- | --- | --- |5.0-6.7: | --- | --- |5.5-6.7: | --- | --- | ---  | | | | | Moist | | | Wet | | |  | | | | | | | | | | | 733A: | | | | | | | | | | |  Wozny-----------| B/D |0.0-1.5: |0.0-1.5: |0.0-1.0: |0.0-3.5: |0.0-3.5: |0.0-1.5: |0.0-3.0: |0.0-6.7: |0.0-1.5: |0.0-1.0:  | | Moist | Moist | Moist | Wet | Wet | Moist | Moist | Moist | Moist | Moist  | |1.5-3.5: |1.5-3.5: |1.0-3.5: |3.5-6.7: |3.5-6.7: |1.5-3.5: |3.0-3.5: | --- |1.5-3.5: |1.0-3.5:  | | Wet | Wet | Wet | Moist | Moist | Wet | Wet | | Wet | Wet  | |3.5-6.7: |3.5-6.7: |3.5-6.7: | --- | --- |3.5-6.7: |3.5-6.0: | --- |3.5-6.7: |3.5-6.7:  | | Moist | Moist | Moist | | | Moist | Moist | | Moist | Moist  | | | | | | | | | | | 771A: | | | | | | | | | | |  Lenroot---------| A |0.0-4.0: |0.0-5.0: |0.0-3.5: |0.0-2.0: |0.0-2.5: |0.0-4.0: |0.0-0.5: |0.0-1.0: |0.0-4.0: |0.0-3.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | |4.0-6.7: |5.0-6.7: |3.5-6.7: |2.0-6.7: |2.5-6.7: |4.0-6.7: |0.5-4.5: |1.0-5.0: |4.0-6.7: |3.5-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Wet | Wet  | | --- | --- | --- | --- | --- | --- |4.5-6.7: |5.0-6.7: | --- | ---  | | | | | | | | Wet | Wet | |  | | | | | | | | | | | 827A: | | | | | | | | | | |  Scoba-----------| B |0.0-6.7: |0.0-6.7: |0.0-4.0: |0.0-2.0: |0.0-4.0: |0.0-5.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |4.0-6.7: |2.0-6.7: |4.0-6.7: |5.5-6.7: | --- | --- | --- | ---  | | | | Wet | Wet | Wet | Wet | | | | 

 | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 853C: | | | | | | | | | | |  Frogcreek-------| B |0.0-6.7: |0.0-6.7: |0.0-2.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |2.5-3.5: |1.0-3.5: |1.5-3.5: | --- | --- | --- | --- |2.5-3.5:  | | | | Wet | Wet | Wet | | | | | Wet  | | --- | --- |3.5-6.7: |3.5-6.7: |3.5-6.7: | --- | --- | --- | --- |3.5-6.7:  | | | | Moist | Moist | Moist | | | | | Moist  | | | | | | | | | | |  Stinnett--------| C |0.0-2.5: |0.0-2.5: |0.0-1.5: |0.0-0.5: |0.0-1.0: |0.0-3.0: |0.0-6.7: |0.0-6.7: |0.0-3.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |2.5-4.5: |2.5-4.5: |1.5-4.5: |0.5-4.5: |1.0-4.5: |3.0-4.5: | --- | --- |3.5-4.5: |2.0-4.5:  | | Wet | Wet | Wet | Wet | Wet | Wet | | | Wet | Wet  | |4.5-6.7: |4.5-6.7: |4.5-6.7: |4.5-6.7: |4.5-6.7: |4.5-6.7: | --- | --- |4.5-6.7: |4.5-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | | | Moist | Moist  | | | | | | | | | | |  Wozny-----------| B/D |0.0-1.5: |0.0-1.5: |0.0-1.0: |0.0-3.5: |0.0-3.5: |0.0-1.5: |0.0-3.0: |0.0-6.7: |0.0-1.5: |0.0-1.0:  | | Moist | Moist | Moist | Wet | Wet | Moist | Moist | Moist | Moist | Moist  | |1.5-3.5: |1.5-3.5: |1.0-3.5: |3.5-6.7: |3.5-6.7: |1.5-3.5: |3.0-3.5: | --- |1.5-3.5: |1.0-3.5:  | | Wet | Wet | Wet | Moist | Moist | Wet | Wet | | Wet | Wet  | |3.5-6.7: |3.5-6.7: |3.5-6.7: | --- | --- |3.5-6.7: |3.5-6.0: | --- |3.5-6.7: |3.5-6.7:  | | Moist | Moist | Moist | | | Moist | Moist | | Moist | Moist  | | | | | | | | | | | 856B: | | | | | | | | | | |  Stinnett--------| C |0.0-2.5: |0.0-2.5: |0.0-1.5: |0.0-0.5: |0.0-1.0: |0.0-3.0: |0.0-6.7: |0.0-6.7: |0.0-3.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |2.5-4.5: |2.5-4.5: |1.5-4.5: |0.5-4.5: |1.0-4.5: |3.0-4.5: | --- | --- |3.5-4.5: |2.0-4.5:  | | Wet | Wet | Wet | Wet | Wet | Wet | | | Wet | Wet  | |4.5-6.7: |4.5-6.7: |4.5-6.7: |4.5-6.7: |4.5-6.7: |4.5-6.7: | --- | --- |4.5-6.7: |4.5-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | | | Moist | Moist  | | | | | | | | | | | 857B: | | | | | | | | | | |  Frogcreek-------| B |0.0-6.7: |0.0-6.7: |0.0-2.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |2.5-3.5: |1.0-3.5: |1.5-3.5: | --- | --- | --- | --- |2.5-3.5:  | | | | Wet | Wet | Wet | | | | | Wet  | | --- | --- |3.5-6.7: |3.5-6.7: |3.5-6.7: | --- | --- | --- | --- |3.5-6.7:  | | | | Moist | Moist | Moist | | | | | Moist  | | | | | | | | | | | 857C: | | | | | | | | | | |  Frogcreek-------| B |0.0-6.7: |0.0-6.7: |0.0-2.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |2.5-3.5: |1.0-3.5: |1.5-3.5: | --- | --- | --- | --- |2.5-3.5:  | | | | Wet | Wet | Wet | | | | | Wet 

 | | --- | --- |3.5-6.7: |3.5-6.7: |3.5-6.7: | --- | --- | --- | --- |3.5-6.7:  | | | | Moist | Moist | Moist | | | | | Moist  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 873B: | | | | | | | | | | |  Stanberry-------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-2.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- |2.0-3.5: |2.5-3.5: | --- | --- | --- | --- | ---  | | | | | Wet | Wet | | | | |  | | --- | --- | --- |3.5-6.7: |3.5-6.7: | --- | --- | --- | --- | ---  | | | | | Moist | Moist | | | | |  | | | | | | | | | | | 873C: | | | | | | | | | | |  Stanberry-------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-2.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- |2.0-3.5: |2.5-3.5: | --- | --- | --- | --- | ---  | | | | | Wet | Wet | | | | |  | | --- | --- | --- |3.5-6.7: |3.5-6.7: | --- | --- | --- | --- | ---  | | | | | Moist | Moist | | | | |  | | | | | | | | | | | 873D: | | | | | | | | | | |  Stanberry-------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-2.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- |2.0-3.5: |2.5-3.5: | --- | --- | --- | --- | ---  | | | | | Wet | Wet | | | | |  | | --- | --- | --- |3.5-6.7: |3.5-6.7: | --- | --- | --- | --- | ---  | | | | | Moist | Moist | | | | |  | | | | | | | | | | | 905A: | | | | | | | | | | |  Cublake---------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.5: |0.0-3.0: |0.0-3.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- |2.5-5.0: |3.0-6.7: |3.5-6.7: |1.0-5.5: |1.5-6.7: | --- | ---  | | | | | Wet | Wet | Wet | Moist | Moist | |  | | --- | --- | --- |5.0-6.7: | --- | --- |5.5-6.7: | --- | --- | ---  | | | | | Moist | | | Wet | | |  | | | | | | | | | | | 926A: | | | | | | | | | | |  Flink-----------| B |0.0-3.5: |0.0-3.5: |0.0-2.5: |0.0-1.0: |0.0-1.5: |0.0-2.5: |0.0-3.5: |0.0-4.0: |0.0-3.5: |0.0-2.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |3.5-4.5: |3.5-4.5: |2.5-4.5: |1.0-4.5: |1.5-4.5: |2.5-4.5: |3.5-4.5: |4.0-4.5: |3.5-4.5: |2.5-4.5:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | |4.5-6.7: |4.5-6.7: |4.5-6.7: |4.5-6.7: |4.5-6.7: |4.5-6.7: |4.5-6.7: |4.5-6.7: |4.5-6.7: |4.5-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 943D: | | | | | | | | | | |  Stanberry-------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-2.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- |2.0-3.5: |2.5-3.5: | --- | --- | --- | --- | ---  | | | | | Wet | Wet | | | | |  | | --- | --- | --- |3.5-6.7: |3.5-6.7: | --- | --- | --- | --- | ---  | | | | | Moist | Moist | | | | |  | | | | | | | | | | |  Greenwood-------| A/D |0.0-1.0: |0.0-1.0: |0.0-0.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-0.5: |0.0-0.5: |0.0-6.7:  | | Moist | Moist | Moist | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | |1.0-6.7: |1.0-6.7: |0.5-6.7: | --- | --- | --- |0.5-6.7: |0.5-6.7: |0.5-6.7: | ---  | | Wet | Wet | Wet | | | | Wet | Wet | Wet |  | | | | | | | | | | | 948A: | | | | | | | | | | |  Billyboy--------| B |0.0-4.5: |0.0-5.5: |0.0-3.0: |0.0-1.5: |0.0-2.0: |0.0-3.5: |0.0-5.0: |0.0-5.5: |0.0-4.5: |0.0-4.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |4.5-6.7: |5.5-6.7: |3.0-6.7: |1.5-6.7: |2.0-6.7: |3.5-6.7: |5.0-6.7: |5.5-6.7: |4.5-6.7: |4.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 970C: | | | | | | | | | | |  Keweenaw--------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  Pence-----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  Greenwood-------| A/D |0.0-1.0: |0.0-1.0: |0.0-0.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-0.5: |0.0-0.5: |0.0-6.7:  | | Moist | Moist | Moist | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | |1.0-6.7: |1.0-6.7: |0.5-6.7: | --- | --- | --- |0.5-6.7: |0.5-6.7: |0.5-6.7: | ---  | | Wet | Wet | Wet | | | | Wet | Wet | Wet |  | | | | | | | | | | | 970E: | | | | | | | | | | |  Keweenaw--------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  Pence-----------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  Greenwood-------| A/D |0.0-1.0: |0.0-1.0: |0.0-0.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-0.5: |0.0-0.5: |0.0-6.7:  | | Moist | Moist | Moist | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | |1.0-6.7: |1.0-6.7: |0.5-6.7: | --- | --- | --- |0.5-6.7: |0.5-6.7: |0.5-6.7: | ---  | | Wet | Wet | Wet | | | | Wet | Wet | Wet |  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 1070C: | | | | | | | | | | |  Fremstadt-------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-1.5: |0.0-6.0: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |1.5-6.0: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | |  Cress-----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 1070D: | | | | | | | | | | |  Fremstadt-------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-1.5: |0.0-6.0: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |1.5-6.0: | --- | ---  | | | | | | | | | Moist | |  | | | | | | | | | | |  Cress-----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 1080B: | | | | | | | | | | |  Spoonerhill-----| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-2.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- |2.0-3.5: |2.5-3.5: | --- | --- | --- | --- | ---  | | | | | Wet | Wet | | | | |  | | --- | --- | --- |3.5-6.7: |3.5-6.7: | --- | --- | --- | --- | ---  | | | | | Moist | Moist | | | | |  | | | | | | | | | | |  Spoonerhill, | | | | | | | | | | |  stony----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-2.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- |2.0-3.5: |2.5-3.5: | --- | --- | --- | --- | ---  | | | | | Wet | Wet | | | | |  | | --- | --- | --- |3.5-6.7: |3.5-6.7: | --- | --- | --- | --- | ---  | | | | | Moist | Moist | | | | |  | | | | | | | | | | |  Cress-----------| A |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 1653C: | | | | | | | | | | |  Stanberry-------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-2.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- |2.0-3.5: |2.5-3.5: | --- | --- | --- | --- | ---  | | | | | Wet | Wet | | | | |  | | --- | --- | --- |3.5-6.7: |3.5-6.7: | --- | --- | --- | --- | --- 

 | | | | | Moist | Moist | | | | |  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 1653C: | | | | | | | | | | |  Parkfalls-------| C |0.0-2.5: |0.0-2.5: |0.0-1.5: |0.0-0.5: |0.0-1.0: |0.0-2.5: |0.0-6.7: |0.0-6.7: |0.0-3.0: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |2.5-3.5: |2.5-3.5: |1.5-3.5: |0.5-3.5: |1.0-3.5: |2.5-3.5: | --- | --- |3.0-3.5: |2.0-3.5:  | | Wet | Wet | Wet | Wet | Wet | Wet | | | Wet | Wet  | |3.5-6.7: |3.5-6.7: |3.5-6.7: |3.5-6.7: |3.5-6.7: |3.5-6.7: | --- | --- |3.5-6.7: |3.5-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | | | Moist | Moist  | | | | | | | | | | |  Wozny-----------| B/D |0.0-1.5: |0.0-1.5: |0.0-1.0: |0.0-3.5: |0.0-3.5: |0.0-1.5: |0.0-3.0: |0.0-6.7: |0.0-1.5: |0.0-1.0:  | | Moist | Moist | Moist | Wet | Wet | Moist | Moist | Moist | Moist | Moist  | |1.5-3.5: |1.5-3.5: |1.0-3.5: |3.5-6.7: |3.5-6.7: |1.5-3.5: |3.0-3.5: | --- |1.5-3.5: |1.0-3.5:  | | Wet | Wet | Wet | Moist | Moist | Wet | Wet | | Wet | Wet  | |3.5-6.7: |3.5-6.7: |3.5-6.7: | --- | --- |3.5-6.7: |3.5-6.0: | --- |3.5-6.7: |3.5-6.7:  | | Moist | Moist | Moist | | | Moist | Moist | | Moist | Moist  | | | | | | | | | | | 2015. | | | | | | | | | | |  Pits | | | | | | | | | | |  | | | | | | | | | | | 2050. | | | | | | | | | | |  Landfill | | | | | | | | | | |  | | | | | | | | | | | 3011A: | | | | | | | | | | |  Barronett-------| B/D |0.0-1.5: |0.0-5.5: |0.0-1.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-2.0: |0.0-4.0: |0.0-1.5:  | | Moist | Moist | Moist | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | |1.5-2.5: |5.5-6.7: |1.0-2.5: | --- | --- | --- |2.0-6.7: |2.0-6.7: |4.0-6.7: |1.5-4.0:  | | Wet | Wet | Wet | | | | Wet | Wet | Wet | Moist  | |2.5-5.0: | --- |2.5-6.7: | --- | --- | --- | --- | --- | --- |4.0-6.7:  | | Moist | | Moist | | | | | | | Wet  | |5.0-6.7: | --- | --- | --- | --- | --- | --- | --- | --- | ---  | | Wet | | | | | | | | |  | | | | | | | | | | | 3125A: | | | | | | | | | | |  Meehan----------| A |0.0-3.0: |0.0-4.0: |0.0-2.5: |0.0-0.5: |0.0-1.0: |0.0-2.5: |0.0-3.5: |0.0-4.0: |0.0-3.0: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |3.0-6.7: |4.0-6.7: |2.5-6.7: |0.5-6.7: |1.0-6.7: |2.5-6.7: |3.5-6.7: |4.0-6.7: |3.0-6.7: |2.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 3126A: | | | | | | | | | | |  Wurtsmith-------| A |0.0-4.0: |0.0-5.0: |0.0-3.5: |0.0-2.0: |0.0-2.5: |0.0-4.0: |0.0-0.5: |0.0-1.0: |0.0-4.0: |0.0-3.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | |4.0-6.7: |5.0-6.7: |3.5-6.7: |2.0-6.7: |2.5-6.7: |4.0-6.7: |0.5-4.5: |1.0-5.0: |4.0-6.7: |3.5-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Wet | Wet  | | --- | --- | --- | --- | --- | --- |4.5-6.7: |5.0-6.7: | --- | --- 

 | | | | | | | | Wet | Wet | |  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 3276A: | | | | | | | | | | |  Au Gres---------| B |0.0-3.0: |0.0-4.0: |0.0-2.5: |0.0-0.5: |0.0-1.0: |0.0-2.5: |0.0-3.5: |0.0-4.0: |0.0-3.0: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |3.0-6.7: |4.0-6.7: |2.5-6.7: |0.5-6.7: |1.0-6.7: |2.5-6.7: |3.5-6.7: |4.0-6.7: |3.0-6.7: |2.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 3312B: | | | | | | | | | | |  Glendenning, | | | | | | | | | | |  very stony-----| C |0.0-2.5: |0.0-2.5: |0.0-1.5: |0.0-0.5: |0.0-1.0: |0.0-3.0: |0.0-6.7: |0.0-6.7: |0.0-3.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |2.5-5.5: |2.5-5.5: |1.5-5.5: |0.5-5.5: |1.0-5.5: |3.0-5.5: | --- | --- |3.5-5.5: |2.0-5.5:  | | Wet | Wet | Wet | Wet | Wet | Wet | | | Wet | Wet  | |5.5-6.7: |5.5-6.7: |5.5-6.7: |5.5-6.7: |5.5-6.7: |5.5-6.7: | --- | --- |5.5-6.7: |5.5-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | | | Moist | Moist  | | | | | | | | | | |  Glendenning-----| C |0.0-2.5: |0.0-2.5: |0.0-1.5: |0.0-0.5: |0.0-1.0: |0.0-3.0: |0.0-6.7: |0.0-6.7: |0.0-3.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |2.5-5.5: |2.5-5.5: |1.5-5.5: |0.5-5.5: |1.0-5.5: |3.0-5.5: | --- | --- |3.5-5.5: |2.0-5.5:  | | Wet | Wet | Wet | Wet | Wet | Wet | | | Wet | Wet  | |5.5-6.7: |5.5-6.7: |5.5-6.7: |5.5-6.7: |5.5-6.7: |5.5-6.7: | --- | --- |5.5-6.7: |5.5-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | | | Moist | Moist  | | | | | | | | | | | 3336A: | | | | | | | | | | |  Fenander--------| B/D |0.0-1.5: |0.0-5.5: |0.0-2.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-2.0: |0.0-4.0: |0.0-1.5:  | | Moist | Moist | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | |1.5-2.5: |5.5-6.7: |2.5-6.7: | --- | --- | --- |2.0-6.7: |2.0-6.7: |4.0-6.7: |1.5-4.0:  | | Wet | Wet | Moist | | | | Wet | Wet | Wet | Moist  | |2.5-5.0: | --- | --- | --- | --- | --- | --- | --- | --- |4.0-6.7:  | | Moist | | | | | | | | | Wet  | |5.0-6.7: | --- | --- | --- | --- | --- | --- | --- | --- | ---  | | Wet | | | | | | | | |  | | | | | | | | | | | 3403A: | | | | | | | | | | |  Loxley----------| A/D |0.0-1.0: |0.0-1.0: |0.0-0.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-0.5: |0.0-0.5: |0.0-6.7:  | | Moist | Moist | Moist | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | |1.0-6.7: |1.0-6.7: |0.5-6.7: | --- | --- | --- |0.5-6.7: |0.5-6.7: |0.5-6.7: | ---  | | Wet | Wet | Wet | | | | Wet | Wet | Wet |  | | | | | | | | | | |  Beseman---------| A/D |0.0-1.0: |0.0-1.0: |0.0-0.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-0.5: |0.0-0.5: |0.0-6.7:  | | Moist | Moist | Moist | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | |1.0-6.7: |1.0-6.7: |0.5-6.7: | --- | --- | --- |0.5-6.7: |0.5-6.7: |0.5-6.7: | ---  | | Wet | Wet | Wet | | | | Wet | Wet | Wet |  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 3403A: | | | | | | | | | | |  Dawson----------| A/D |0.0-0.5: |0.0-0.5: |0.0-0.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-0.5: |0.0-0.5: |0.0-6.7:  | | Moist | Moist | Moist | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | |0.5-6.7: |0.5-6.7: |0.5-6.7: | --- | --- | --- |0.5-6.7: |0.5-6.7: |0.5-6.7: | ---  | | Wet | Wet | Wet | | | | Wet | Wet | Wet |  | | | | | | | | | | | 3424C: | | | | | | | | | | |  Frogcreek-------| B |0.0-6.7: |0.0-6.7: |0.0-2.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |2.5-3.5: |1.0-3.5: |1.5-3.5: | --- | --- | --- | --- |2.5-3.5:  | | | | Wet | Wet | Wet | | | | | Wet  | | --- | --- |3.5-6.7: |3.5-6.7: |3.5-6.7: | --- | --- | --- | --- |3.5-6.7:  | | | | Moist | Moist | Moist | | | | | Moist  | | | | | | | | | | |  Magroc----------| C |0.0-2.5: |0.0-2.5: |0.0-1.5: |0.0-0.5: |0.0-1.0: |0.0-2.5: |0.0-4.0: |0.0-4.0: |0.0-3.0: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |2.5-3.5: |2.5-3.5: |1.5-3.5: |0.5-3.5: |1.0-3.5: |2.5-3.5: | --- | --- |3.0-3.5: |2.0-3.5:  | | Wet | Wet | Wet | Wet | Wet | Wet | | | Wet | Wet  | |3.5-4.0: |3.5-4.0: |3.5-4.0: |3.5-4.0: |3.5-4.0: |3.5-4.0: | --- | --- |3.5-4.0: |3.5-4.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | | | Moist | Moist  | | | | | | | | | | |  Stinnett--------| C |0.0-2.5: |0.0-2.5: |0.0-1.5: |0.0-0.5: |0.0-1.0: |0.0-3.0: |0.0-6.7: |0.0-6.7: |0.0-3.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |2.5-4.5: |2.5-4.5: |1.5-4.5: |0.5-4.5: |1.0-4.5: |3.0-4.5: | --- | --- |3.5-4.5: |2.0-4.5:  | | Wet | Wet | Wet | Wet | Wet | Wet | | | Wet | Wet  | |4.5-6.7: |4.5-6.7: |4.5-6.7: |4.5-6.7: |4.5-6.7: |4.5-6.7: | --- | --- |4.5-6.7: |4.5-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | | | Moist | Moist  | | | | | | | | | | |  Rock outcrop. | | | | | | | | | | |  | | | | | | | | | | | 3446A: | | | | | | | | | | |  Newson----------| D |0.0-2.0: |0.0-2.5: |0.0-1.0: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-2.0: |0.0-2.5: |0.0-1.5: |0.0-0.5:  | | Moist | Moist | Moist | Wet | Wet | Moist | Moist | Moist | Moist | Moist  | |2.0-6.7: |2.5-6.7: |1.0-6.7: | --- | --- |1.0-6.7: |2.0-6.7: |2.5-6.7: |1.5-6.7: |0.5-6.7:  | | Wet | Wet | Wet | | | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 3448B: | | | | | | | | | | |  Grettum---------| B |0.0-6.7: |0.0-6.7: |0.0-6.0: |0.0-4.5: |0.0-6.0: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- |6.0-6.7: |4.5-6.7: |6.0-6.7: | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | Wet | Wet | Wet | | Moist | Moist | |  | | | | | | | | | | | 
Table 26.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 3448C: | | | | | | | | | | |  Grettum---------| B |0.0-6.7: |0.0-6.7: |0.0-6.0: |0.0-4.5: |0.0-6.0: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- |6.0-6.7: |4.5-6.7: |6.0-6.7: | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | Wet | Wet | Wet | | Moist | Moist | |  | | | | | | | | | | | 3516A: | | | | | | | | | | |  Slimlake--------| B |0.0-4.5: |0.0-5.5: |0.0-4.0: |0.0-2.5: |0.0-3.0: |0.0-4.5: |0.0-5.0: |0.0-5.5: |0.0-4.5: |0.0-4.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |4.5-6.7: |5.5-6.7: |4.0-6.7: |2.5-6.7: |3.0-6.7: |4.5-6.7: |5.0-6.7: |5.5-6.7: |4.5-6.7: |4.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 3629B: | | | | | | | | | | |  Perida----------| A |0.0-6.7: |0.0-6.7: |0.0-5.5: |0.0-3.5: |0.0-5.5: |0.0-5.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- |5.5-6.0: |3.5-6.0: |5.5-6.0: |5.5-6.0: |1.0-6.7: |1.5-6.7: | --- | ---  | | | | Wet | Wet | Wet | Wet | Moist | Moist | |  | | --- | --- |6.0-6.7: |6.0-6.7: |6.0-6.7: |6.0-6.7: | --- | --- | --- | ---  | | | | Moist | Moist | Moist | Moist | | | |  | | | | | | | | | | | M-W. | | | | | | | | | | |  Miscellaneous | | | | | | | | | | |  water | | | | | | | | | | |  | | | | | | | | | | | W. | | | | | | | | | | |  Water | | | | | | | | | | |  | | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______
Table 27.--Flooding Frequency and Duration (See text for definitions of terms used in this table. Absence of an entry indicates that data were not estim

_______________________________________________________________________________________________________________________________ | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 3A: | | | | | | | | | |  Totagatic-------|Rare |Rare |Occasional|Frequent |Frequent |Occasional|Rare |Rare |Occasional|Occasional | Brief | Brief | Brief | Long | Long | Brief | Brief | Brief | Brief | Brief  | | | | | | | | | |  Bowstring-------|Rare |Rare |Occasional|Frequent |Frequent |Occasional|Rare |Rare |Occasional|Occasional | Brief | Brief | Long | Long | Long | Long | Brief | Brief | Brief | Brief  | | | | | | | | | |  Ausable---------|Rare |Rare |Occasional|Frequent |Frequent |Occasional|Rare |Rare |Occasional|Occasional | Brief | Brief | Long | Long | Long | Long | Brief | Brief | Brief | Brief  | | | | | | | | | | 22A: | | | | | | | | | |  Comstock--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 24A: | | | | | | | | | |  Poskin----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 27A: | | | | | | | | | |  Scott Lake------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 28B: | | | | | | | | | |  Haugen, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Haugen----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rosholt, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rosholt---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 28C: | | | | | | | | | |  Haugen, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Haugen----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rosholt, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rosholt---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 33B: | | | | | | | | | |  Chetek----------|None |None |None |None |None |None |None |None |None |None 

 | | | | | | | | | | 
Table 27.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 33C: | | | | | | | | | |  Chetek----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 38A: | | | | | | | | | |  Rosholt---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 38B: | | | | | | | | | |  Rosholt---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 38C: | | | | | | | | | |  Rosholt---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 38D: | | | | | | | | | |  Rosholt---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 42D: | | | | | | | | | |  Amery-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 43B: | | | | | | | | | |  Antigo----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 43C: | | | | | | | | | |  Antigo----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 43D: | | | | | | | | | |  Antigo----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 48A: | | | | | | | | | |  Brill-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 63A: | | | | | | | | | |  Crystal Lake----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 63B: | | | | | | | | | |  Crystal Lake----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 63C: | | | | | | | | | |  Crystal Lake----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 63E: | | | | | | | | | |  Crystal Lake----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 64A: | | | | | | | | | | 

 Totagatic-------|Rare |Rare |Occasional|Frequent |Frequent |Occasional|Rare |Rare |Occasional|Occasional | Brief | Brief | Brief | Long | Long | Brief | Brief | Brief | Brief | Brief  | | | | | | | | | | 
Table 27.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 64A: | | | | | | | | | |  Winterfield-----|Rare |Rare |Occasional|Frequent |Occasional|Occasional|Occasional|Occasional|Occasional|Occasional | Brief | Brief | Brief | Long | Brief | Brief | Brief | Brief | Brief | Brief  | | | | | | | | | | 69B: | | | | | | | | | |  Keweenaw--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Sayner----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Vilas-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 69C: | | | | | | | | | |  Keweenaw--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Sayner----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Vilas-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 69E: | | | | | | | | | |  Keweenaw--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Sayner----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Vilas-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 74B: | | | | | | | | | |  Vilas-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 74C: | | | | | | | | | |  Vilas-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 74D: | | | | | | | | | |  Vilas-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 100B: | | | | | | | | | |  Menahga---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 100C: | | | | | | | | | |  Menahga---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 100D: | | | | | | | | | |  Menahga---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 

127D: | | | | | | | | | |  Amery-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 27.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 127D: | | | | | | | | | |  Rosholt---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 127E: | | | | | | | | | |  Amery-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rosholt---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 156B: | | | | | | | | | |  Magnor, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Magnor----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 157B: | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Freeon----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 157C: | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Freeon----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 160A: | | | | | | | | | |  Oesterle--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 182B: | | | | | | | | | |  Padus-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 182C: | | | | | | | | | |  Padus-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 192A: | | | | | | | | | |  Worcester-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 193A: | | | | | | | | | |  Minocqua--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 215B: | | | | | | | | | |  Pence-----------|None |None |None |None |None |None |None |None |None |None 

 | | | | | | | | | | 215C: | | | | | | | | | |  Pence-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 27.--Flooding Frequency and Duration--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 215D: | | | | | | | | | |  Pence-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 315A: | | | | | | | | | |  Rib-------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 337A: | | | | | | | | | |  Plover----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 368B: | | | | | | | | | |  Mahtomedi-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 368C: | | | | | | | | | |  Mahtomedi-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 368D: | | | | | | | | | |  Mahtomedi-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 371A: | | | | | | | | | |  Croswell--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 380B: | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rosholt---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 380C: | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rosholt---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 380D: | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rosholt---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 383B: | | | | | | | | | |  Mahtomedi-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 27.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 383C: | | | | | | | | | |  Mahtomedi-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 383D: | | | | | | | | | |  Mahtomedi-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 396B: | | | | | | | | | |  Friendship------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Wurtsmith-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Grayling--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 397A: | | | | | | | | | |  Perchlake-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 399B: | | | | | | | | | |  Grayling--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 399C: | | | | | | | | | |  Grayling--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 399D: | | | | | | | | | |  Grayling--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 405A: | | | | | | | | | |  Lupton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Cathro----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Tawas-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 406A: | | | | | | | | | |  Loxley----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 407A: | | | | | | | | | |  Seelyeville-----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Markey----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 410A: | | | | | | | | | |  Seelyeville-----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 

 Cathro----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 27.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 412A: | | | | | | | | | |  Rifle-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Tacoosh---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 415A: | | | | | | | | | |  Greenwood-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 439B: | | | | | | | | | |  Graycalm--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Menahga---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 439C: | | | | | | | | | |  Graycalm--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Menahga---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 439D: | | | | | | | | | |  Graycalm--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Menahga---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 441C: | | | | | | | | | |  Freeon----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Cathro----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 442C: | | | | | | | | | |  Haugen----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Greenwood-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 443D: | | | | | | | | | |  Amery-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Greenwood-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 461A: | | | | | | | | | |  Bowstring-------|Rare |Rare |Occasional|Frequent |Frequent |Occasional|Rare |Rare |Occasional|Occasional | Brief | Brief | Long | Long | Long | Long | Brief | Brief | Brief | Brief  | | | | | | | | | | 484A: | | | | | | | | | | 

 Greenwood-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 27.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 484A: | | | | | | | | | |  Beseman---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 495B: | | | | | | | | | |  Karlsborg-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Grettum---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Perida----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 495C: | | | | | | | | | |  Karlsborg-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Grettum---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Perida----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 495D: | | | | | | | | | |  Karlsborg-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Grettum---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Perida----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 497A: | | | | | | | | | |  Meenon----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 515A: | | | | | | | | | |  Manitowish------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 521A: | | | | | | | | | |  Dody------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 524E: | | | | | | | | | |  Rock outcrop. | | | | | | | | | |  | | | | | | | | | |  Frogcreek-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Metonga---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 542B: | | | | | | | | | |  Haugen, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None 

 | | | | | | | | | |  Haugen----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 27.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 542C: | | | | | | | | | |  Haugen, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Haugen----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 543B: | | | | | | | | | |  Anigon----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 543C2: | | | | | | | | | |  Anigon----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 544F: | | | | | | | | | |  Menahga---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Mahtomedi-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 555A: | | | | | | | | | |  Fordum----------|Rare |Rare |Occasional|Frequent |Frequent |Occasional|Rare |Rare |Occasional|Occasional | Brief | Brief | Brief | Long | Long | Brief | Brief | Brief | Brief | Brief  | | | | | | | | | | 574B: | | | | | | | | | |  Sayner----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 574C: | | | | | | | | | |  Sayner----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 574E: | | | | | | | | | |  Sayner----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 579B: | | | | | | | | | |  Parkfalls-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 600A: | | | | | | | | | |  Haplosaprists---|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Psammaquents----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 615B: | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 615C: | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None 

 | | | | | | | | | | 615D: | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 27.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 623A: | | | | | | | | | |  Capitola--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 624A: | | | | | | | | | |  Ossmer----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 632A: | | | | | | | | | |  Aftad-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 632B: | | | | | | | | | |  Aftad-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 632C: | | | | | | | | | |  Aftad-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 633F: | | | | | | | | | |  Pence-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Padus-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 648B: | | | | | | | | | |  Sconsin---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 670C: | | | | | | | | | |  Keweenaw--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Pence-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 670E: | | | | | | | | | |  Keweenaw--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Pence-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 671B: | | | | | | | | | |  Spoonerhill, | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Spoonerhill-----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 680B: | | | | | | | | | |  Stanberry, stony|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Pence, stony----|None |None |None |None |None |None |None |None |None |None 

 | | | | | | | | | | 683A: | | | | | | | | | |  Tipler----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 27.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 706A: | | | | | | | | | |  Winterfield-----|Rare |Rare |Occasional|Frequent |Occasional|Occasional|Occasional|Occasional|Occasional|Occasional | Brief | Brief | Brief | Long | Brief | Brief | Brief | Brief | Brief | Brief  | | | | | | | | | |  Totagatic-------|Rare |Rare |Occasional|Frequent |Frequent |Occasional|Rare |Rare |Occasional|Occasional | Brief | Brief | Brief | Long | Long | Brief | Brief | Brief | Brief | Brief  | | | | | | | | | | 724A: | | | | | | | | | |  Rib-------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rock outcrop. | | | | | | | | | |  | | | | | | | | | | 726B: | | | | | | | | | |  Sissabagama-----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 733A: | | | | | | | | | |  Wozny-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 771A: | | | | | | | | | |  Lenroot---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 827A: | | | | | | | | | |  Scoba-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 853C: | | | | | | | | | |  Frogcreek-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Stinnett--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Wozny-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 856B: | | | | | | | | | |  Stinnett--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 857B: | | | | | | | | | |  Frogcreek-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 857C: | | | | | | | | | |  Frogcreek-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 873B: | | | | | | | | | |  Stanberry-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 

873C: | | | | | | | | | |  Stanberry-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 27.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 873D: | | | | | | | | | |  Stanberry-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 905A: | | | | | | | | | |  Cublake---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 926A: | | | | | | | | | |  Flink-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 943D: | | | | | | | | | |  Stanberry-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Greenwood-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 948A: | | | | | | | | | |  Billyboy--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 970C: | | | | | | | | | |  Keweenaw--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Pence-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Greenwood-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 970E: | | | | | | | | | |  Keweenaw--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Pence-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Greenwood-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1070C: | | | | | | | | | |  Fremstadt-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1070D: | | | | | | | | | |  Fremstadt-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1080B: | | | | | | | | | |  Spoonerhill-----|None |None |None |None |None |None |None |None |None |None 

 | | | | | | | | | | 
Table 27.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 1080B: | | | | | | | | | |  Spoonerhill, | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1653C: | | | | | | | | | |  Stanberry-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Parkfalls-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Wozny-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 2015. | | | | | | | | | |  Pits | | | | | | | | | |  | | | | | | | | | | 2050. | | | | | | | | | |  Landfill | | | | | | | | | |  | | | | | | | | | | 3011A: | | | | | | | | | |  Barronett-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3125A: | | | | | | | | | |  Meehan----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3126A: | | | | | | | | | |  Wurtsmith-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3276A: | | | | | | | | | |  Au Gres---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3312B: | | | | | | | | | |  Glendenning, | | | | | | | | | |  very stony-----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Glendenning-----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3336A: | | | | | | | | | |  Fenander--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3403A: | | | | | | | | | |  Loxley----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 

 Beseman---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Dawson----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 27.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 3424C: | | | | | | | | | |  Frogcreek-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Magroc----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Stinnett--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rock outcrop. | | | | | | | | | |  | | | | | | | | | | 3446A: | | | | | | | | | |  Newson----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3448B: | | | | | | | | | |  Grettum---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3448C: | | | | | | | | | |  Grettum---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3516A: | | | | | | | | | |  Slimlake--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3629B: | | | | | | | | | |  Perida----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | M-W. | | | | | | | | | |  Miscellaneous | | | | | | | | | |  water | | | | | | | | | |  | | | | | | | | | | W. | | | | | | | | | |  Water | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________
Table 28.--Ponding Frequency, Duration, and Depth (Depth refers to the depth, in feet, of the water above the surface. See text for definitions of terms used in this table. Abse

 indicates that no estimate was made) _______________________________________________________________________________________________________________________________ | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 3A: | | | | | | | | | |  Totagatic-------|None |None |None |Frequent |Frequent |None |None |None |None |None  | | | | Long | Long | | | | |  | | | | Depth: | Depth: | | | | |  | | | | 0.5 | 0.5 | | | | |  | | | | | | | | | |  Bowstring-------|None |None |None |Frequent |Frequent |None |None |None |None |None  | | | | Long | Long | | | | |  | | | | Depth: | Depth: | | | | |  | | | | 0.5 | 0.5 | | | | |  | | | | | | | | | |  Ausable---------|None |None |None |Frequent |Frequent |None |None |None |None |None  | | | | Long | Long | | | | |  | | | | Depth: | Depth: | | | | |  | | | | 0.5 | 0.5 | | | | |  | | | | | | | | | | 22A: | | | | | | | | | |  Comstock--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 24A: | | | | | | | | | |  Poskin----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 27A: | | | | | | | | | |  Scott Lake------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 28B: | | | | | | | | | |  Haugen, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Haugen----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rosholt, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rosholt---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 28C: | | | | | | | | | |  Haugen, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Haugen----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 28.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 28C: | | | | | | | | | |  Rosholt, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rosholt---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 33B: | | | | | | | | | |  Chetek----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 33C: | | | | | | | | | |  Chetek----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 38A: | | | | | | | | | |  Rosholt---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 38B: | | | | | | | | | |  Rosholt---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 38C: | | | | | | | | | |  Rosholt---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 38D: | | | | | | | | | |  Rosholt---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 42D: | | | | | | | | | |  Amery-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 43B: | | | | | | | | | |  Antigo----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 43C: | | | | | | | | | |  Antigo----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 43D: | | | | | | | | | |  Antigo----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 48A: | | | | | | | | | |  Brill-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 63A: | | | | | | | | | |  Crystal Lake----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 63B: | | | | | | | | | | 

 Crystal Lake----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 28.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 63C: | | | | | | | | | |  Crystal Lake----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 63E: | | | | | | | | | |  Crystal Lake----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 64A: | | | | | | | | | |  Totagatic-------|None |None |None |Frequent |Frequent |None |None |None |None |None  | | | | Long | Long | | | | |  | | | | Depth: | Depth: | | | | |  | | | | 0.5 | 0.5 | | | | |  | | | | | | | | | |  Winterfield-----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 69B: | | | | | | | | | |  Keweenaw--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Sayner----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Vilas-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 69C: | | | | | | | | | |  Keweenaw--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Sayner----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Vilas-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 69E: | | | | | | | | | |  Keweenaw--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Sayner----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Vilas-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 74B: | | | | | | | | | |  Vilas-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 74C: | | | | | | | | | |  Vilas-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 74D: | | | | | | | | | |  Vilas-----------|None |None |None |None |None |None |None |None |None |None 

 | | | | | | | | | | 100B: | | | | | | | | | |  Menahga---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 28.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 100C: | | | | | | | | | |  Menahga---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 100D: | | | | | | | | | |  Menahga---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 127D: | | | | | | | | | |  Amery-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rosholt---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 127E: | | | | | | | | | |  Amery-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rosholt---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 156B: | | | | | | | | | |  Magnor, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Magnor----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 157B: | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Freeon----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 157C: | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Freeon----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 160A: | | | | | | | | | |  Oesterle--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 182B: | | | | | | | | | |  Padus-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 182C: | | | | | | | | | |  Padus-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 

192A: | | | | | | | | | |  Worcester-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 28.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 193A: | | | | | | | | | |  Minocqua--------|None |None |None |Frequent |Frequent |None |None |None |None |None  | | | | Long | Long | | | | |  | | | | Depth: | Depth: | | | | |  | | | | 0.5 | 0.5 | | | | |  | | | | | | | | | | 215B: | | | | | | | | | |  Pence-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 215C: | | | | | | | | | |  Pence-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 215D: | | | | | | | | | |  Pence-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 315A: | | | | | | | | | |  Rib-------------|None |None |None |Frequent |Frequent |None |None |None |None |None  | | | | Long | Long | | | | |  | | | | Depth: | Depth: | | | | |  | | | | 0.5 | 0.5 | | | | |  | | | | | | | | | | 337A: | | | | | | | | | |  Plover----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 368B: | | | | | | | | | |  Mahtomedi-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 368C: | | | | | | | | | |  Mahtomedi-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 368D: | | | | | | | | | |  Mahtomedi-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 371A: | | | | | | | | | |  Croswell--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 380B: | | | | | | | | | | 

 Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rosholt---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 28.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 380C: | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rosholt---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 380D: | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rosholt---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 383B: | | | | | | | | | |  Mahtomedi-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 383C: | | | | | | | | | |  Mahtomedi-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 383D: | | | | | | | | | |  Mahtomedi-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 396B: | | | | | | | | | |  Friendship------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Wurtsmith-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Grayling--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 397A: | | | | | | | | | |  Perchlake-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 399B: | | | | | | | | | |  Grayling--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 399C: | | | | | | | | | |  Grayling--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 399D: | | | | | | | | | |  Grayling--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 405A: | | | | | | | | | |  Lupton----------|None |None |Occasional|Frequent |Frequent |Occasional|None |None |None |None  | | | Brief | Long | Long | Brief | | | |  | | | Depth: | Depth: | Depth: | Depth: | | | |  | | | 0.5 | 0.5 | 0.5 | 0.5 | | | | 

 | | | | | | | | | | 
Table 28.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 405A: | | | | | | | | | |  Cathro----------|None |None |Occasional|Frequent |Frequent |Occasional|None |None |None |None  | | | Brief | Long | Long | Brief | | | |  | | | Depth: | Depth: | Depth: | Depth: | | | |  | | | 0.5 | 0.5 | 0.5 | 0.5 | | | |  | | | | | | | | | |  Tawas-----------|None |None |Occasional|Frequent |Frequent |Occasional|None |None |None |None  | | | Brief | Long | Long | Brief | | | |  | | | Depth: | Depth: | Depth: | Depth: | | | |  | | | 0.5 | 0.5 | 0.5 | 0.5 | | | |  | | | | | | | | | | 406A: | | | | | | | | | |  Loxley----------|None |None |None |Occasional|None |None |None |None |None |None  | | | | Long | | | | | |  | | | | Depth: | | | | | |  | | | | 0.5 | | | | | |  | | | | | | | | | | 407A: | | | | | | | | | |  Seelyeville-----|None |None |Occasional|Frequent |Frequent |Occasional|None |None |None |None  | | | Brief | Long | Long | Brief | | | |  | | | Depth: | Depth: | Depth: | Depth: | | | |  | | | 0.5 | 0.5 | 0.5 | 0.5 | | | |  | | | | | | | | | |  Markey----------|None |None |Occasional|Frequent |Frequent |Occasional|None |None |None |None  | | | Brief | Long | Long | Brief | | | |  | | | Depth: | Depth: | Depth: | Depth: | | | |  | | | 0.5 | 0.5 | 0.5 | 0.5 | | | |  | | | | | | | | | | 410A: | | | | | | | | | |  Seelyeville-----|None |None |Occasional|Frequent |Frequent |Occasional|None |None |None |None  | | | Brief | Long | Long | Brief | | | |  | | | Depth: | Depth: | Depth: | Depth: | | | |  | | | 0.5 | 0.5 | 0.5 | 0.5 | | | |  | | | | | | | | | |  Cathro----------|None |None |Occasional|Frequent |Frequent |Occasional|None |None |None |None  | | | Brief | Long | Long | Brief | | | |  | | | Depth: | Depth: | Depth: | Depth: | | | |  | | | 0.5 | 0.5 | 0.5 | 0.5 | | | |  | | | | | | | | | | 412A: | | | | | | | | | |  Rifle-----------|None |None |Occasional|Frequent |Frequent |Occasional|None |None |None |None  | | | Brief | Long | Long | Brief | | | |  | | | Depth: | Depth: | Depth: | Depth: | | | | 

 | | | 0.5 | 0.5 | 0.5 | 0.5 | | | |  | | | | | | | | | | 
Table 28.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 412A: | | | | | | | | | |  Tacoosh---------|None |None |Occasional|Frequent |Frequent |Occasional|None |None |None |None  | | | Brief | Long | Long | Brief | | | |  | | | Depth: | Depth: | Depth: | Depth: | | | |  | | | 0.5 | 0.5 | 0.5 | 0.5 | | | |  | | | | | | | | | | 415A: | | | | | | | | | |  Greenwood-------|None |None |None |Occasional|None |None |None |None |None |None  | | | | Long | | | | | |  | | | | Depth: | | | | | |  | | | | 0.5 | | | | | |  | | | | | | | | | | 439B: | | | | | | | | | |  Graycalm--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Menahga---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 439C: | | | | | | | | | |  Graycalm--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Menahga---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 439D: | | | | | | | | | |  Graycalm--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Menahga---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 441C: | | | | | | | | | |  Freeon----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Cathro----------|None |None |Occasional|Frequent |Frequent |Occasional|None |None |None |None  | | | Brief | Long | Long | Brief | | | |  | | | Depth: | Depth: | Depth: | Depth: | | | |  | | | 0.5 | 0.5 | 0.5 | 0.5 | | | |  | | | | | | | | | | 442C: | | | | | | | | | |  Haugen----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Greenwood-------|None |None |None |Occasional|None |None |None |None |None |None  | | | | Long | | | | | |  | | | | Depth: | | | | | |  | | | | 0.5 | | | | | |  | | | | | | | | | | 

443D: | | | | | | | | | |  Amery-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 28.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 443D: | | | | | | | | | |  Greenwood-------|None |None |None |Occasional|None |None |None |None |None |None  | | | | Long | | | | | |  | | | | Depth: | | | | | |  | | | | 0.5 | | | | | |  | | | | | | | | | | 461A: | | | | | | | | | |  Bowstring-------|None |None |None |Frequent |Frequent |None |None |None |None |None  | | | | Long | Long | | | | |  | | | | Depth: | Depth: | | | | |  | | | | 0.5 | 0.5 | | | | |  | | | | | | | | | | 484A: | | | | | | | | | |  Greenwood-------|None |None |None |Occasional|None |None |None |None |None |None  | | | | Long | | | | | |  | | | | Depth: | | | | | |  | | | | 0.5 | | | | | |  | | | | | | | | | |  Beseman---------|None |None |None |Occasional|None |None |None |None |None |None  | | | | Long | | | | | |  | | | | Depth: | | | | | |  | | | | 0.5 | | | | | |  | | | | | | | | | | 495B: | | | | | | | | | |  Karlsborg-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Grettum---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Perida----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 495C: | | | | | | | | | |  Karlsborg-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Grettum---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Perida----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 495D: | | | | | | | | | |  Karlsborg-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Grettum---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Perida----------|None |None |None |None |None |None |None |None |None |None 

 | | | | | | | | | | 497A: | | | | | | | | | |  Meenon----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 28.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 515A: | | | | | | | | | |  Manitowish------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 521A: | | | | | | | | | |  Dody------------|None |None |None |Frequent |Occasional|None |None |None |None |Occasional | | | | Long | Brief | | | | | Brief  | | | | Depth: | Depth: | | | | | Depth:  | | | | 0.5 | 0.5 | | | | | 0.5  | | | | | | | | | | 524E: | | | | | | | | | |  Rock outcrop. | | | | | | | | | |  | | | | | | | | | |  Frogcreek-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Metonga---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 542B: | | | | | | | | | |  Haugen, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Haugen----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 542C: | | | | | | | | | |  Haugen, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Haugen----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 543B: | | | | | | | | | |  Anigon----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 543C2: | | | | | | | | | |  Anigon----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 544F: | | | | | | | | | |  Menahga---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Mahtomedi-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 555A: | | | | | | | | | |  Fordum----------|None |None |None |Frequent |Frequent |None |None |None |None |None  | | | | Long | Long | | | | |  | | | | Depth: | Depth: | | | | | 

 | | | | 0.5 | 0.5 | | | | |  | | | | | | | | | | 
Table 28.--Ponding Frequency, Duration, and Depth--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 574B: | | | | | | | | | |  Sayner----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 574C: | | | | | | | | | |  Sayner----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 574E: | | | | | | | | | |  Sayner----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 579B: | | | | | | | | | |  Parkfalls-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 600A: | | | | | | | | | |  Haplosaprists---|Frequent |Frequent |Frequent |Frequent |Frequent |Frequent |Frequent |Frequent |Frequent |Frequent  | Very long| Very long| Very long| Very long| Very long| Very long| Very long| Very long| Very long| Very long | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth:  | 1.0 | 1.0 | 1.0 | 1.0 | 1.0 | 1.0 | 1.0 | 1.0 | 1.0 | 1.0  | | | | | | | | | |  Psammaquents----|Frequent |Frequent |Frequent |Frequent |Frequent |Frequent |Frequent |Frequent |Frequent |Frequent  | Very long| Very long| Very long| Very long| Very long| Very long| Very long| Very long| Very long| Very long | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth:  | 1.0 | 1.0 | 1.0 | 1.0 | 1.0 | 1.0 | 1.0 | 1.0 | 1.0 | 1.0  | | | | | | | | | | 615B: | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 615C: | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 615D: | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 623A: | | | | | | | | | |  Capitola--------|None |None |None |Frequent |Frequent |None |None |None |None |None  | | | | Long | Long | | | | |  | | | | Depth: | Depth: | | | | |  | | | | 0.5 | 0.5 | | | | |  | | | | | | | | | | 624A: | | | | | | | | | |  Ossmer----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 632A: | | | | | | | | | |  Aftad-----------|None |None |None |None |None |None |None |None |None |None 

 | | | | | | | | | | 
Table 28.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 632B: | | | | | | | | | |  Aftad-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 632C: | | | | | | | | | |  Aftad-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 633F: | | | | | | | | | |  Pence-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Padus-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 648B: | | | | | | | | | |  Sconsin---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 670C: | | | | | | | | | |  Keweenaw--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Pence-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 670E: | | | | | | | | | |  Keweenaw--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Pence-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 671B: | | | | | | | | | |  Spoonerhill, | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Spoonerhill-----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 680B: | | | | | | | | | |  Stanberry, stony|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Pence, stony----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 683A: | | | | | | | | | |  Tipler----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 706A: | | | | | | | | | |  Winterfield-----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Totagatic-------|None |None |None |Frequent |Frequent |None |None |None |None |None  | | | | Long | Long | | | | | 

 | | | | Depth: | Depth: | | | | |  | | | | 0.5 | 0.5 | | | | |  | | | | | | | | | | 
Table 28.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 724A: | | | | | | | | | |  Rib-------------|None |None |None |Frequent |Frequent |None |None |None |None |None  | | | | Long | Long | | | | |  | | | | Depth: | Depth: | | | | |  | | | | 0.5 | 0.5 | | | | |  | | | | | | | | | |  Rock outcrop. | | | | | | | | | |  | | | | | | | | | | 726B: | | | | | | | | | |  Sissabagama-----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 733A: | | | | | | | | | |  Wozny-----------|None |None |None |Frequent |Frequent |None |None |None |None |None  | | | | Long | Long | | | | |  | | | | Depth: | Depth: | | | | |  | | | | 0.5 | 0.5 | | | | |  | | | | | | | | | | 771A: | | | | | | | | | |  Lenroot---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 827A: | | | | | | | | | |  Scoba-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 853C: | | | | | | | | | |  Frogcreek-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Stinnett--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Wozny-----------|None |None |None |Frequent |Frequent |None |None |None |None |None  | | | | Long | Long | | | | |  | | | | Depth: | Depth: | | | | |  | | | | 0.5 | 0.5 | | | | |  | | | | | | | | | | 856B: | | | | | | | | | |  Stinnett--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 857B: | | | | | | | | | |  Frogcreek-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 857C: | | | | | | | | | |  Frogcreek-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 873B: | | | | | | | | | | 

 Stanberry-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 28.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 873C: | | | | | | | | | |  Stanberry-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 873D: | | | | | | | | | |  Stanberry-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 905A: | | | | | | | | | |  Cublake---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 926A: | | | | | | | | | |  Flink-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 943D: | | | | | | | | | |  Stanberry-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Greenwood-------|None |None |None |Occasional|None |None |None |None |None |None  | | | | Long | | | | | |  | | | | Depth: | | | | | |  | | | | 0.5 | | | | | |  | | | | | | | | | | 948A: | | | | | | | | | |  Billyboy--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 970C: | | | | | | | | | |  Keweenaw--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Pence-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Greenwood-------|None |None |None |Occasional|None |None |None |None |None |None  | | | | Long | | | | | |  | | | | Depth: | | | | | |  | | | | 0.5 | | | | | |  | | | | | | | | | | 970E: | | | | | | | | | |  Keweenaw--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Pence-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Greenwood-------|None |None |None |Occasional|None |None |None |None |None |None  | | | | Long | | | | | |  | | | | Depth: | | | | | |  | | | | 0.5 | | | | | |  | | | | | | | | | | 

1070C: | | | | | | | | | |  Fremstadt-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 28.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 1070C: | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1070D: | | | | | | | | | |  Fremstadt-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1080B: | | | | | | | | | |  Spoonerhill-----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Spoonerhill, | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1653C: | | | | | | | | | |  Stanberry-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Parkfalls-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Wozny-----------|None |None |None |Frequent |Frequent |None |None |None |None |None  | | | | Long | Long | | | | |  | | | | Depth: | Depth: | | | | |  | | | | 0.5 | 0.5 | | | | |  | | | | | | | | | | 2015. | | | | | | | | | |  Pits | | | | | | | | | |  | | | | | | | | | | 2050. | | | | | | | | | |  Landfill | | | | | | | | | |  | | | | | | | | | | 3011A: | | | | | | | | | |  Barronett-------|None |None |None |Frequent |Frequent |None |None |None |None |None  | | | | Long | Long | | | | |  | | | | Depth: | Depth: | | | | |  | | | | 0.5 | 0.5 | | | | |  | | | | | | | | | | 3125A: | | | | | | | | | |  Meehan----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3126A: | | | | | | | | | |  Wurtsmith-------|None |None |None |None |None |None |None |None |None |None 

 | | | | | | | | | | 
Table 28.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 3276A: | | | | | | | | | |  Au Gres---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3312B: | | | | | | | | | |  Glendenning, | | | | | | | | | |  very stony-----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Glendenning-----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3336A: | | | | | | | | | |  Fenander--------|None |None |None |Frequent |Frequent |None |None |None |None |None  | | | | Long | Long | | | | |  | | | | Depth: | Depth: | | | | |  | | | | 0.5 | 0.5 | | | | |  | | | | | | | | | | 3403A: | | | | | | | | | |  Loxley----------|None |None |None |Occasional|None |None |None |None |None |None  | | | | Long | | | | | |  | | | | Depth: | | | | | |  | | | | 0.5 | | | | | |  | | | | | | | | | |  Beseman---------|None |None |None |Occasional|None |None |None |None |None |None  | | | | Long | | | | | |  | | | | Depth: | | | | | |  | | | | 0.5 | | | | | |  | | | | | | | | | |  Dawson----------|None |None |None |Occasional|None |None |None |None |None |None  | | | | Long | | | | | |  | | | | Depth: | | | | | |  | | | | 0.5 | | | | | |  | | | | | | | | | | 3424C: | | | | | | | | | |  Frogcreek-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Magroc----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Stinnett--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rock outcrop. | | | | | | | | | |  | | | | | | | | | | 3446A: | | | | | | | | | |  Newson----------|None |None |None |Frequent |Frequent |None |None |None |None |None  | | | | Long | Long | | | | | 

 | | | | Depth: | Depth: | | | | |  | | | | 0.5 | 0.5 | | | | |  | | | | | | | | | | 
Table 28.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 3448B: | | | | | | | | | |  Grettum---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3448C: | | | | | | | | | |  Grettum---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3516A: | | | | | | | | | |  Slimlake--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3629B: | | | | | | | | | |  Perida----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | M-W. | | | | | | | | | |  Miscellaneous | | | | | | | | | |  water | | | | | | | | | |  | | | | | | | | | | W. | | | | | | | | | |  Water | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________
822 Soil Survey of

Table 29.--Soil Features

(See text for definitions of terms used in this table. Absence of an entry indicates that the feature is

 not a concern or that data were not estimated)

_________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | | Risk of corrosion

 Map symbol |_________________________|_______________| Potential |_________________________

 and soil name | | Depth | | | for | Uncoated |

 | Kind |to top |Initial| Total |frost action| steel | Concrete _________________________________________________________________________________________________________

 | | In | In | In | | |

 | | | | | | |

3A: | | | | | | |

 Totagatic--------------| --- | >80 | 4-12 | 25-30 |Moderate |High |Moderate

 | | | | | | |

 Bowstring--------------| --- | >80 | 6-18 | 50-55 |High |Moderate |Low

 | | | | | | |

 Ausable----------------| --- | >80 | 4-12 | 25-30 |Moderate |Moderate |Low

 | | | | | | |

22A: | | | | | | |

 Comstock---------------| --- | >80 | --- | --- |High |High |Moderate

 | | | | | | |

24A: | | | | | | |

 Poskin-----------------| --- | >80 | --- | --- |High |High |Moderate

 | | | | | | |

27A: | | | | | | |

 Scott Lake-------------| --- | >80 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

28B: | | | | | | |

 Haugen, very stony-----|Dense material | 60-80 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

 Haugen-----------------|Dense material | 60-80 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

 Rosholt, very stony----| --- | >80 | --- | --- |Moderate |Low |Moderate

 | | | | | | |

 Rosholt----------------| --- | >80 | --- | --- |Moderate |Low |Moderate

 | | | | | | |

28C: | | | | | | |

 Haugen, very stony-----|Dense material | 60-80 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

 Haugen-----------------|Dense material | 60-80 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

 Rosholt, very stony----| --- | >80 | --- | --- |Moderate |Low |Moderate

 | | | | | | |

 Rosholt----------------| --- | >80 | --- | --- |Moderate |Low |Moderate

 | | | | | | |

33B: | | | | | | |

 Chetek-----------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

33C: | | | | | | |

 Chetek-----------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

38A: | | | | | | |

 Rosholt----------------| --- | >80 | --- | --- |Moderate |Low |Moderate

 | | | | | | |

38B: | | | | | | |

 Rosholt----------------| --- | >80 | --- | --- |Moderate |Low |Moderate

 | | | | | | |

38C: | | | | | | |

 Rosholt----------------| --- | >80 | --- | --- |Moderate |Low |Moderate

 | | | | | | |

38D: | | | | | | |

 Rosholt----------------| --- | >80 | --- | --- |Moderate |Low |Moderate

 | | | | | | |

42D: | | | | | | |

 Amery------------------|Dense material | 60-80 | --- | --- |Moderate |Low |Moderate

 | | | | | | |

43B: | | | | | | |

 Antigo-----------------| --- | >80 | --- | --- |Moderate |Low |Moderate

 | | | | | | |
Washburn County, Wisconsin 823

Table 29.--Soil Features--Continued

_________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | | Risk of corrosion

 Map symbol |_________________________|_______________| Potential |_________________________

 and soil name | | Depth | | | for | Uncoated |

 | Kind |to top |Initial| Total |frost action| steel | Concrete _________________________________________________________________________________________________________

 | | In | In | In | | |

 | | | | | | |

43C: | | | | | | |

 Antigo-----------------| --- | >80 | --- | --- |Moderate |Low |Moderate

 | | | | | | |

43D: | | | | | | |

 Antigo-----------------| --- | >80 | --- | --- |Moderate |Low |Moderate

 | | | | | | |

48A: | | | | | | |

 Brill------------------| --- | >80 | --- | --- |High |Moderate |Moderate

 | | | | | | |

63A: | | | | | | |

 Crystal Lake-----------| --- | >80 | --- | --- |High |Moderate |Moderate

 | | | | | | |

63B: | | | | | | |

 Crystal Lake-----------| --- | >80 | --- | --- |High |Moderate |Moderate

 | | | | | | |

63C: | | | | | | |

 Crystal Lake-----------| --- | >80 | --- | --- |High |Moderate |Moderate

 | | | | | | |

63E: | | | | | | |

 Crystal Lake-----------| --- | >80 | --- | --- |High |Moderate |Moderate

 | | | | | | |

64A: | | | | | | |

 Totagatic--------------| --- | >80 | 4-12 | 25-30 |Moderate |High |Moderate

 | | | | | | |

 Winterfield------------| --- | >80 | --- | --- |Low |Low |Low

 | | | | | | |

69B: | | | | | | |

 Keweenaw---------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

 Sayner-----------------| --- | >80 | --- | --- |Low |Low |High

 | | | | | | |

 Vilas------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

69C: | | | | | | |

 Keweenaw---------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

 Sayner-----------------| --- | >80 | --- | --- |Low |Low |High

 | | | | | | |

 Vilas------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

69E: | | | | | | |

 Keweenaw---------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

 Sayner-----------------| --- | >80 | --- | --- |Low |Low |High

 | | | | | | |

 Vilas------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

74B: | | | | | | |

 Vilas------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

74C: | | | | | | |

 Vilas------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

74D: | | | | | | |

 Vilas------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

100B: | | | | | | |

 Menahga----------------| --- | >80 | --- | --- |Low |Low |High

 | | | | | | |

100C: | | | | | | |

 Menahga----------------| --- | >80 | --- | --- |Low |Low |High

 | | | | | | |
824 Soil Survey of

Table 29.--Soil Features--Continued

_________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | | Risk of corrosion

 Map symbol |_________________________|_______________| Potential |_________________________

 and soil name | | Depth | | | for | Uncoated |

 | Kind |to top |Initial| Total |frost action| steel | Concrete _________________________________________________________________________________________________________

 | | In | In | In | | |

 | | | | | | |

100D: | | | | | | |

 Menahga----------------| --- | >80 | --- | --- |Low |Low |High

 | | | | | | |

127D: | | | | | | |

 Amery------------------|Dense material | 60-80 | --- | --- |Moderate |Low |Moderate

 | | | | | | |

 Rosholt----------------| --- | >80 | --- | --- |Moderate |Low |Moderate

 | | | | | | |

127E: | | | | | | |

 Amery------------------|Dense material | 60-80 | --- | --- |Moderate |Low |Moderate

 | | | | | | |

 Rosholt----------------| --- | >80 | --- | --- |Moderate |Low |Moderate

 | | | | | | |

156B: | | | | | | |

 Magnor, very stony-----|Dense material | 40-60 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

 Magnor-----------------|Dense material | 40-60 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

157B: | | | | | | |

 Freeon, very stony-----|Dense material | 40-60 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

 Freeon-----------------|Dense material | 40-60 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

157C: | | | | | | |

 Freeon, very stony-----|Dense material | 40-60 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

 Freeon-----------------|Dense material | 40-60 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

160A: | | | | | | |

 Oesterle---------------| --- | >80 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

182B: | | | | | | |

 Padus------------------| --- | >80 | --- | --- |Moderate |Low |Moderate

 | | | | | | |

182C: | | | | | | |

 Padus------------------| --- | >80 | --- | --- |Moderate |Low |Moderate

 | | | | | | |

192A: | | | | | | |

 Worcester--------------| --- | >80 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

193A: | | | | | | |

 Minocqua---------------| --- | >80 | --- | --- |High |High |Moderate

 | | | | | | |

215B: | | | | | | |

 Pence------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

215C: | | | | | | |

 Pence------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

215D: | | | | | | |

 Pence------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

315A: | | | | | | |

 Rib--------------------| --- | >80 | --- | --- |High |High |Moderate

 | | | | | | |

337A: | | | | | | |

 Plover-----------------| --- | >80 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

368B: | | | | | | |

 Mahtomedi--------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

 Cress------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |
Washburn County, Wisconsin 825

Table 29.--Soil Features--Continued

_________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | | Risk of corrosion

 Map symbol |_________________________|_______________| Potential |_________________________

 and soil name | | Depth | | | for | Uncoated |

 | Kind |to top |Initial| Total |frost action| steel | Concrete _________________________________________________________________________________________________________

 | | In | In | In | | |

 | | | | | | |

368C: | | | | | | |

 Mahtomedi--------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

 Cress------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

368D: | | | | | | |

 Mahtomedi--------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

 Cress------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

371A: | | | | | | |

 Croswell---------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

380B: | | | | | | |

 Cress------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

 Rosholt----------------| --- | >80 | --- | --- |Moderate |Low |Moderate

 | | | | | | |

380C: | | | | | | |

 Cress------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

 Rosholt----------------| --- | >80 | --- | --- |Moderate |Low |Moderate

 | | | | | | |

380D: | | | | | | |

 Cress------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

 Rosholt----------------| --- | >80 | --- | --- |Moderate |Low |Moderate

 | | | | | | |

383B: | | | | | | |

 Mahtomedi--------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

383C: | | | | | | |

 Mahtomedi--------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

383D: | | | | | | |

 Mahtomedi--------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

396B: | | | | | | |

 Friendship-------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

 Wurtsmith--------------| --- | >80 | --- | --- |Low |Low |High

 | | | | | | |

 Grayling---------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

397A: | | | | | | |

 Perchlake--------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

399B: | | | | | | |

 Grayling---------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

399C: | | | | | | |

 Grayling---------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

399D: | | | | | | |

 Grayling---------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

405A: | | | | | | |

 Lupton-----------------| --- | >80 | 6-18 | 50-55 |High |Moderate |Low

 | | | | | | |

 Cathro-----------------| --- | >80 | 4-12 | 19-22 |High |Moderate |Moderate

 | | | | | | |

 Tawas------------------| --- | >80 | 4-15 | 25-30 |High |Moderate |Low

 | | | | | | |
826 Soil Survey of

Table 29.--Soil Features--Continued

_________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | | Risk of corrosion

 Map symbol |_________________________|_______________| Potential |_________________________

 and soil name | | Depth | | | for | Uncoated |

 | Kind |to top |Initial| Total |frost action| steel | Concrete _________________________________________________________________________________________________________

 | | In | In | In | | |

 | | | | | | |

406A: | | | | | | |

 Loxley-----------------| --- | >80 | 6-18 | 50-55 |High |Moderate |High

 | | | | | | |

407A: | | | | | | |

 Seelyeville------------| --- | >80 | 0-8 | 20-22 |High |Moderate |Moderate

 | | | | | | |

 Markey-----------------| --- | >80 | 0-4 | 10-12 |High |Moderate |Low

 | | | | | | |

410A: | | | | | | |

 Seelyeville------------| --- | >80 | 0-8 | 20-22 |High |Moderate |Moderate

 | | | | | | |

 Cathro-----------------| --- | >80 | 4-12 | 19-22 |High |Moderate |Moderate

 | | | | | | |

412A: | | | | | | |

 Rifle------------------| --- | >80 | --- | --- |High |Moderate |Low

 | | | | | | |

 Tacoosh----------------| --- | >80 | 4-12 | 19-22 |High |Moderate |Low

 | | | | | | |

415A: | | | | | | |

 Greenwood--------------| --- | >80 | 6-18 | 50-55 |High |Moderate |High

 | | | | | | |

439B: | | | | | | |

 Graycalm---------------| --- | >80 | --- | --- |Low |Low |High

 | | | | | | |

 Menahga----------------| --- | >80 | --- | --- |Low |Low |High

 | | | | | | |

439C: | | | | | | |

 Graycalm---------------| --- | >80 | --- | --- |Low |Low |High

 | | | | | | |

 Menahga----------------| --- | >80 | --- | --- |Low |Low |High

 | | | | | | |

439D: | | | | | | |

 Graycalm---------------| --- | >80 | --- | --- |Low |Low |High

 | | | | | | |

 Menahga----------------| --- | >80 | --- | --- |Low |Low |High

 | | | | | | |

441C: | | | | | | |

 Freeon-----------------|Dense material | 40-60 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

 Cathro-----------------| --- | >80 | 4-12 | 19-22 |High |Moderate |Moderate

 | | | | | | |

442C: | | | | | | |

 Haugen-----------------|Dense material | 60-80 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

 Greenwood--------------| --- | >80 | --- | --- |High |Moderate |High

 | | | | | | |

443D: | | | | | | |

 Amery------------------|Dense material | 60-80 | --- | --- |Moderate |Low |Moderate

 | | | | | | |

 Greenwood--------------| --- | >80 | --- | --- |High |Moderate |High

 | | | | | | |

461A: | | | | | | |

 Bowstring--------------| --- | >80 | 6-18 | 50-55 |High |Moderate |Low

 | | | | | | |

484A: | | | | | | |

 Greenwood--------------| --- | >80 | --- | --- |High |Moderate |High

 | | | | | | |

 Beseman----------------| --- | >80 | 4-18 | 12-36 |High |High |High

 | | | | | | |

495B: | | | | | | |

 Karlsborg--------------| --- | >80 | --- | --- |Moderate |High |Moderate

 | | | | | | |
Washburn County, Wisconsin 827

Table 29.--Soil Features--Continued

_________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | | Risk of corrosion

 Map symbol |_________________________|_______________| Potential |_________________________

 and soil name | | Depth | | | for | Uncoated |

 | Kind |to top |Initial| Total |frost action| steel | Concrete _________________________________________________________________________________________________________

 | | In | In | In | | |

 | | | | | | |

495B: | | | | | | |

 Grettum----------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

 Perida-----------------| --- | >80 | --- | --- |Moderate |High |Moderate

 | | | | | | |

495C: | | | | | | |

 Karlsborg--------------| --- | >80 | --- | --- |Moderate |High |Moderate

 | | | | | | |

 Grettum----------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

 Perida-----------------| --- | >80 | --- | --- |Moderate |High |Moderate

 | | | | | | |

495D: | | | | | | |

 Karlsborg--------------| --- | >80 | --- | --- |Moderate |High |Moderate

 | | | | | | |

 Grettum----------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

 Perida-----------------| --- | >80 | --- | --- |Moderate |High |Moderate

 | | | | | | |

497A: | | | | | | |

 Meenon-----------------| --- | >80 | --- | --- |Moderate |High |Moderate

 | | | | | | |

515A: | | | | | | |

 Manitowish-------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

521A: | | | | | | |

 Dody-------------------| --- | >80 | --- | --- |High |High |Moderate

 | | | | | | |

524E: | | | | | | |

 Rock outcrop. | | | | | | |

 | | | | | | |

 Frogcreek--------------|Dense material | 40-60 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

 Metonga----------------|Bedrock (lithic) | 20-40 | --- | --- |Moderate |Low |High

 | | | | | | |

542B: | | | | | | |

 Haugen, very stony-----|Dense material | 60-80 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

 Haugen-----------------|Dense material | 60-80 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

542C: | | | | | | |

 Haugen, very stony-----|Dense material | 60-80 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

 Haugen-----------------|Dense material | 60-80 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

543B: | | | | | | |

 Anigon-----------------| --- | >80 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

543C2: | | | | | | |

 Anigon-----------------| --- | >80 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

544F: | | | | | | |

 Menahga----------------| --- | >80 | --- | --- |Low |Low |High

 | | | | | | |

 Mahtomedi--------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

555A: | | | | | | |

 Fordum-----------------| --- | >80 | --- | --- |High |High |Low

 | | | | | | |

574B: | | | | | | |

 Sayner-----------------| --- | >80 | --- | --- |Low |Low |High

 | | | | | | |
828 Soil Survey of

Table 29.--Soil Features--Continued

_________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | | Risk of corrosion

 Map symbol |_________________________|_______________| Potential |_________________________

 and soil name | | Depth | | | for | Uncoated |

 | Kind |to top |Initial| Total |frost action| steel | Concrete _________________________________________________________________________________________________________

 | | In | In | In | | |

 | | | | | | |

574C: | | | | | | |

 Sayner-----------------| --- | >80 | --- | --- |Low |Low |High

 | | | | | | |

574E: | | | | | | |

 Sayner-----------------| --- | >80 | --- | --- |Low |Low |High

 | | | | | | |

579B: | | | | | | |

 Parkfalls--------------|Dense material | 30-50 | --- | --- |High |Moderate |Moderate

 | | | | | | |

600A: | | | | | | |

 Haplosaprists. | | | | | | |

 | | | | | | |

 Psammaquents. | | | | | | |

 | | | | | | |

615B: | | | | | | |

 Cress------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

615C: | | | | | | |

 Cress------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

615D: | | | | | | |

 Cress------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

623A: | | | | | | |

 Capitola---------------|Dense material | 20-40 | --- | --- |High |High |Moderate

 | | | | | | |

624A: | | | | | | |

 Ossmer-----------------| --- | >80 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

632A: | | | | | | |

 Aftad------------------| --- | >80 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

632B: | | | | | | |

 Aftad------------------| --- | >80 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

632C: | | | | | | |

 Aftad------------------| --- | >80 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

633F: | | | | | | |

 Pence------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

 Padus------------------| --- | >80 | --- | --- |Moderate |Low |Moderate

 | | | | | | |

648B: | | | | | | |

 Sconsin----------------|Dense material | 20-38 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

670C: | | | | | | |

 Keweenaw---------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

 Pence------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

670E: | | | | | | |

 Keweenaw---------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

 Pence------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

671B: | | | | | | |

 Spoonerhill, stony-----| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

 Spoonerhill------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |
Washburn County, Wisconsin 829

Table 29.--Soil Features--Continued

_________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | | Risk of corrosion

 Map symbol |_________________________|_______________| Potential |_________________________

 and soil name | | Depth | | | for | Uncoated |

 | Kind |to top |Initial| Total |frost action| steel | Concrete _________________________________________________________________________________________________________

 | | In | In | In | | |

 | | | | | | |

680B: | | | | | | |

 Stanberry, stony-------|Dense material | 40-60 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

 Pence, stony-----------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

683A: | | | | | | |

 Tipler-----------------| --- | >80 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

706A: | | | | | | |

 Winterfield------------| --- | >80 | --- | --- |Low |Low |Low

 | | | | | | |

 Totagatic--------------| --- | >80 | --- | --- |Moderate |High |Moderate

 | | | | | | |

724A: | | | | | | |

 Rib--------------------| --- | >80 | --- | --- |High |High |Moderate

 | | | | | | |

 Rock outcrop. | | | | | | |

 | | | | | | |

726B: | | | | | | |

 Sissabagama------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

733A: | | | | | | |

 Wozny------------------|Dense material | 40-60 | --- | --- |High |High |Moderate

 | | | | | | |

771A: | | | | | | |

 Lenroot----------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

827A: | | | | | | |

 Scoba------------------| --- | >80 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

853C: | | | | | | |

 Frogcreek--------------|Dense material | 40-60 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

 Stinnett---------------|Dense material | 40-60 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

 Wozny------------------|Dense material | 40-60 | --- | --- |High |High |Moderate

 | | | | | | |

856B: | | | | | | |

 Stinnett---------------|Dense material | 40-60 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

857B: | | | | | | |

 Frogcreek--------------|Dense material | 40-60 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

857C: | | | | | | |

 Frogcreek--------------|Dense material | 40-60 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

873B: | | | | | | |

 Stanberry--------------|Dense material | 40-60 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

873C: | | | | | | |

 Stanberry--------------|Dense material | 40-60 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

873D: | | | | | | |

 Stanberry--------------|Dense material | 40-60 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

905A: | | | | | | |

 Cublake----------------| --- | >80 | --- | --- |Low |Low |High

 | | | | | | |

926A: | | | | | | |

 Flink------------------| --- | >80 | --- | --- |Moderate |Low |High

 | | | | | | |
830 Soil Survey of

Table 29.--Soil Features--Continued

_________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | | Risk of corrosion

 Map symbol |_________________________|_______________| Potential |_________________________

 and soil name | | Depth | | | for | Uncoated |

 | Kind |to top |Initial| Total |frost action| steel | Concrete _________________________________________________________________________________________________________

 | | In | In | In | | |

 | | | | | | |

943D: | | | | | | |

 Stanberry--------------|Dense material | 40-60 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

 Greenwood--------------| --- | >80 | --- | --- |High |Moderate |High

 | | | | | | |

948A: | | | | | | |

 Billyboy---------------| --- | >80 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

970C: | | | | | | |

 Keweenaw---------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

 Pence------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

 Greenwood--------------| --- | >80 | --- | --- |High |Moderate |High

 | | | | | | |

970E: | | | | | | |

 Keweenaw---------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

 Pence------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

 Greenwood--------------| --- | >80 | --- | --- |High |Moderate |High

 | | | | | | |

1070C: | | | | | | |

 Fremstadt--------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

 Cress------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

1070D: | | | | | | |

 Fremstadt--------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

 Cress------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

1080B: | | | | | | |

 Spoonerhill------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

 Spoonerhill, stony-----| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

 Cress------------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

1653C: | | | | | | |

 Stanberry--------------|Dense material | 40-60 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

 Parkfalls--------------|Dense material | 30-50 | --- | --- |High |Moderate |Moderate

 | | | | | | |

 Wozny------------------|Dense material | 40-60 | --- | --- |High |High |Moderate

 | | | | | | |

2015. | | | | | | |

 Pits | | | | | | |

 | | | | | | |

2050. | | | | | | |

 Landfill | | | | | | |

 | | | | | | |

3011A: | | | | | | |

 Barronett--------------| --- | >80 | --- | --- |High |High |Moderate

 | | | | | | |

3125A: | | | | | | |

 Meehan-----------------| --- | >80 | --- | --- |Low |Low |High

 | | | | | | |

3126A: | | | | | | |

 Wurtsmith--------------| --- | >80 | --- | --- |Low |Low |High

 | | | | | | |
Washburn County, Wisconsin 831

Table 29.--Soil Features--Continued

_________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | | Risk of corrosion

 Map symbol |_________________________|_______________| Potential |_________________________

 and soil name | | Depth | | | for | Uncoated |

 | Kind |to top |Initial| Total |frost action| steel | Concrete _________________________________________________________________________________________________________

 | | In | In | In | | |

 | | | | | | |

3276A: | | | | | | |

 Au Gres----------------| --- | >80 | --- | --- |Low |Low |High

 | | | | | | |

3312B: | | | | | | |

 Glendenning, very stony|Dense material | 60-80 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

 Glendenning------------|Dense material | 60-80 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

3336A: | | | | | | |

 Fenander---------------| --- | >80 | --- | --- |High |High |Low

 | | | | | | |

3403A: | | | | | | |

 Loxley-----------------| --- | >80 | 6-18 | 50-55 |High |Moderate |High

 | | | | | | |

 Beseman----------------| --- | >80 | 4-18 | 12-36 |High |Moderate |High

 | | | | | | |

 Dawson-----------------| --- | >80 | 4-18 | 30-36 |High |Moderate |High

 | | | | | | |

3424C: | | | | | | |

 Frogcreek--------------|Dense material | 40-60 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

 Magroc-----------------|Bedrock (lithic) | 40-60 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

 Stinnett---------------|Dense material | 40-60 | --- | --- |Moderate |Moderate |Moderate

 | | | | | | |

 Rock outcrop. | | | | | | |

 | | | | | | |

3446A: | | | | | | |

 Newson-----------------| --- | >80 | --- | --- |Moderate |High |High

 | | | | | | |

3448B: | | | | | | |

 Grettum----------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

3448C: | | | | | | |

 Grettum----------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

3516A: | | | | | | |

 Slimlake---------------| --- | >80 | --- | --- |Low |Low |Moderate

 | | | | | | |

3629B: | | | | | | |

 Perida-----------------| --- | >80 | --- | --- |Moderate |High |Moderate

 | | | | | | |

M-W. | | | | | | |

 Miscellaneous water | | | | | | |

 | | | | | | |

W. | | | | | | |

 Water | | | | | | |

 | | | | | | | _________________________________________________________________________________________________________

833

American Association of State Highway and Transportation Officials (AASHTO). 2004.

Standard specifications for transportation materials and methods of sampling and

testing. 24th edition.

American Society for Testing and Materials (ASTM). 2005. Standard classification of

soils for engineering purposes. ASTM Standard D2487–00.

Jenny, Hans. 1941. Factors of soil formation.

Johnson, Mark D. 2000. Pleistocene geology of Polk County, Wisconsin. Wisconsin

Geological and Natural History Survey Bulletin 92.

Kotar, John, Joseph A. Kovach, and Gary Brand. 1999. Wisconsin forest statistics,

1996: Analysis by habitat type class. U.S. Department of Agriculture, Forest Service.

North Central Research Station General Technical Report NC-207.

Kotar, John, Joseph A. Kovach, and Timothy L. Burger. 2002. Field guide to forest

habitat types of northern Wisconsin, 2nd edition. Department of Forest Ecology and

Management, University of Wisconsin-Madison.

Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S.

Department of Agriculture Handbook 18. [Online at http://soils.usda.gov/technical/]

Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making

and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service.

U.S. Department of Agriculture Handbook 436.

Soil Survey Staff. 2003. Keys to soil taxonomy. 9th edition. U.S. Department of

Agriculture, Natural Resources Conservation Service.

United States Department of Agriculture. 1961. Land capability classification. Soil

Conservation Service. U.S. Department of Agriculture Handbook 210.

United States Department of Agriculture, Natural Resources Conservation Service.

National soil survey handbook, title 430–VI. http://soils.usda.gov/technical/

United States Department of Agriculture, Soil Conservation Service. 1981. Land

resource regions and major land resource areas of the United States. U.S. Department

of Agriculture Handbook 296.

References

835

Many of the terms relating to landforms, geology, and geomorphology are defined in

more detail in the “National Soil Survey Handbook” (available in local offices of the

Natural Resources Conservation Service or on the Internet).

Ablation till. Loose, relatively permeable earthy material deposited during the

downwasting of nearly static glacial ice, either contained within or accumulated on

the surface of the glacier.

Aeration, soil. The exchange of air in soil with air from the atmosphere. The air in a

well aerated soil is similar to that in the atmosphere; the air in a poorly aerated soil

is considerably higher in carbon dioxide and lower in oxygen.

Aggregate, soil. Many fine particles held in a single mass or cluster. Natural soil

aggregates, such as granules, blocks, or prisms, are called peds. Clods are

aggregates produced by tillage or logging.

Alluvium. Unconsolidated material, such as gravel, sand, silt, clay, and various

mixtures of these, deposited on land by running water.

Alpha,alpha-dipyridyl. A compound that when dissolved in ammonium acetate is

used to detect the presence of reduced iron (Fe II) in the soil. A positive reaction

implies reducing conditions and the likely presence of redoximorphic features.

Aquic conditions. Current soil wetness characterized by saturation, reduction, and

redoximorphic features.

Argillic horizon. A subsoil horizon characterized by an accumulation of illuvial clay.

Aspect. The direction toward which a slope faces. Also called slope aspect.

Association, soil. A group of soils or miscellaneous areas geographically associated

in a characteristic repeating pattern and defined and delineated as a single map

unit.

Available water capacity (available moisture capacity). The capacity of soils to hold

water available for use by most plants. It is commonly defined as the difference

between the amount of soil water at field moisture capacity and the amount at

wilting point. It is commonly expressed as inches of water per inch of soil. The

capacity, in inches, in a 60-inch profile or to a limiting layer is expressed as:

Very low ..............................................................0 to 3

Low ...................................................................... 3 to 6

Moderate ............................................................. 6 to 9

High ...................................................................9 to 12

Very high ................................................ more than 12

Backslope. The position that forms the steepest and generally linear, middle portion of

a hillslope. In profile, backslopes are commonly bounded by a convex shoulder

above and a concave footslope below.

Basal till. Compact till deposited beneath the glacial ice.

Base saturation. The degree to which material having cation-exchange properties is

saturated with exchangeable bases (sum of Ca, Mg, Na, and K), expressed as a

percentage of the total cation-exchange capacity.

Base slope (geomorphology). A geomorphic component of hills consisting of the

concave to linear (perpendicular to the contour) slope that, regardless of the

Glossary
836 Soil Survey of

lateral shape, forms an apron or wedge at the bottom of a hillside dominated by

colluvium and slope-wash sediments (for example, slope alluvium).

Beach deposits. Material, such as sand and gravel, that is generally laid down

parallel to an active or relict shoreline of a postglacial or glacial lake.

Beach ridge. A low, essentially continuous mound of beach or beach-and-dune

material accumulated by the action of waves and currents on the backshore of a

beach, beyond the present limit of storm waves or the reach of ordinary tides, and

occurring singly or as one of a series of approximately parallel deposits. The

ridges are roughly parallel to the shoreline and represent successive positions of

an advancing shoreline.

Bedding plane. A planar or nearly planar bedding surface that visibly separates each

successive layer of stratified sediment or rock (of the same or different lithology)

from the preceding or following layer; a plane of deposition. It commonly marks a

change in the circumstances of deposition and may show a parting, a color

difference, a change in particle size, or various combinations of these. The term is

commonly applied to any bedding surface, even one that is conspicuously bent or

deformed by folding.

Bedrock. The solid rock that underlies the soil and other unconsolidated material or

that is exposed at the surface.

Bedrock-controlled topography. A landscape where the configuration and relief of

the landforms are determined or strongly influenced by the underlying bedrock.

Bench terrace. A raised, level or nearly level strip of earth constructed on or nearly on

a contour, supported by a barrier of rocks or similar material, and designed to

make the soil suitable for tillage and to prevent accelerated erosion.

Bisequum. Two sequences of soil horizons, each of which consists of an illuvial

horizon and the overlying eluvial horizons.

Blowout. A saucer-, cup-, or trough-shaped depression formed by wind erosion on a

preexisting dune or other sand deposit, especially in an area of shifting sand or

loose soil or where protective vegetation is disturbed or destroyed; the adjoining

accumulation of sand derived from the depression, where recognizable, is

commonly included. Blowouts are commonly small.

Board foot. A unit of measurement represented by a board 1 foot wide, 1 foot long,

and 1 inch thick.

Bog. Waterlogged, spongy ground, consisting primarily of mosses, containing acidic,

decaying vegetation (such as sphagnum, sedges, and heaths) that develops into

peat.

Boulders. Rock fragments larger than 2 feet (60 centimeters) in diameter.

Brush management. Use of mechanical, chemical, or biological methods to make

conditions favorable for reseeding or to reduce or eliminate competition from

woody vegetation and thus allow understory grasses and forbs to recover. Brush

management increases forage production and thus reduces the hazard of erosion.

It can improve the habitat for some species of wildlife.

Calcareous soil. A soil containing enough calcium carbonate (commonly combined

with magnesium carbonate) to effervesce visibly when treated with cold, dilute

hydrochloric acid.

California bearing ratio (CBR). The load-supporting capacity of a soil as compared to

that of standard crushed limestone, expressed as a ratio. First standardized in

California. A soil having a CBR of 16 supports 16 percent of the load that would be

supported by standard crushed limestone, per unit area, with the same degree of

distortion.

Canopy. The leafy crown of trees or shrubs. (See Crown.)

Capillary water. Water held as a film around soil particles and in tiny spaces between

particles. Surface tension is the adhesive force that holds capillary water in the

soil.
Washburn County, Wisconsin 837

Catena. A sequence, or “chain,” of soils on a landscape that formed in similar kinds of

parent material and under similar climatic conditions but that have different

characteristics as a result of differences in relief and drainage.

Cation. An ion carrying a positive charge of electricity. The common soil cations are

calcium, potassium, magnesium, sodium, and hydrogen.

Cation-exchange capacity. The total amount of exchangeable cations that can be

held by the soil, expressed in terms of milliequivalents per 100 grams of soil at

neutrality (pH 7.0) or at some other stated pH value. The term, as applied to soils,

is synonymous with base-exchange capacity but is more precise in meaning.

Catsteps. See Terracettes.

Channery soil material. Soil material that has, by volume, 15 to 35 percent thin, flat

fragments of sandstone, shale, slate, limestone, or schist as much as 6 inches (15

centimeters) along the longest axis. A single piece is called a channer.

Chemical treatment. Control of unwanted vegetation through the use of chemicals.

Chiseling. Tillage with an implement having one or more soil-penetrating points that

shatter or loosen hard, compacted layers to a depth below normal plow depth.

Clay. As a soil separate, the mineral soil particles less than 0.002 millimeter in

diameter. As a soil textural class, soil material that is 40 percent or more clay, less

than 45 percent sand, and less than 40 percent silt.

Clay depletions. See Redoximorphic features.

Clay film. A thin coating of oriented clay on the surface of a soil aggregate or lining

pores or root channels. Synonyms: clay coating, clay skin.

Climax plant community. The stabilized plant community on a particular site. The

plant cover reproduces itself and does not change so long as the environment

remains the same.

Closed depression (map symbol). A shallow, saucer-shaped area that is slightly

lower on the landscape than the surrounding area and is without a natural outlet

for surface drainage. Typically less than 4 acres.

Coarse textured soil. Sand or loamy sand.

Cobble (or cobblestone). A rounded or partly rounded fragment of rock 3 to 10

inches (7.6 to 25 centimeters) in diameter.

Cobbly soil material. Material that has 15 to 35 percent, by volume, rounded or

partially rounded rock fragments 3 to 10 inches (7.6 to 25 centimeters) in

diameter. Very cobbly soil material has 35 to 60 percent of these rock fragments,

and extremely cobbly soil material has more than 60 percent.

COLE (coefficient of linear extensibility). See Linear extensibility.

Colluvium. Unconsolidated, unsorted earth material being transported or deposited

on side slopes and/or at the base of slopes by mass movement (e.g., direct

gravitational action) and by local, unconcentrated runoff.

Complex slope. Irregular or variable slope. Planning or establishing terraces,

diversions, and other water-control structures on a complex slope is difficult.

Complex, soil. A map unit of two or more kinds of soil or miscellaneous areas in such

an intricate pattern or so small in area that it is not practical to map them

separately at the selected scale of mapping. The pattern and proportion of the

soils or miscellaneous areas are somewhat similar in all areas.

Concretions. See Redoximorphic features.

Conservation cropping system. Growing crops in combination with needed cultural

and management practices. In a good conservation cropping system, the soilimproving crops and practices more than offset the effects of the soil-depleting

crops and practices. Cropping systems are needed on all tilled soils. Soilimproving practices in a conservation cropping system include the use of rotations

that contain grasses and legumes and the return of crop residue to the soil. Other

practices include the use of green manure crops of grasses and legumes, proper

tillage, adequate fertilization, and weed and pest control.
838 Soil Survey of

Conservation tillage. A tillage system that does not invert the soil and that leaves a

protective amount of crop residue on the surface throughout the year.

Consistence, soil. Refers to the degree of cohesion and adhesion of soil material and

its resistance to deformation when ruptured. Consistence includes resistance of

soil material to rupture and to penetration; plasticity, toughness, and stickiness of

puddled soil material; and the manner in which the soil material behaves when

subject to compression. Terms describing consistence are defined in the “Soil

Survey Manual.”

Contour stripcropping. Growing crops in strips that follow the contour. Strips of grass

or close-growing crops are alternated with strips of clean-tilled crops or summer

fallow.

Coprogenous earth (sedimentary peat). A type of limnic layer composed

predominantly of fecal material derived from aquatic animals.

Cord. A unit of measurement of stacked wood. A standard cord occupies 128 cubic

feet with dimensions of 4 feet by 4 feet by 8 feet.

Corrosion (geomorphology). A process of erosion whereby rocks and soil are

removed or worn away by natural chemical processes, especially by the solvent

action of running water, but also by other reactions, such as hydrolysis, hydration,

carbonation, and oxidation.

Corrosion (soil survey interpretations). Soil-induced electrochemical or chemical

action that dissolves or weakens concrete or uncoated steel.

Cover crop. A close-growing crop grown primarily to improve and protect the soil

between periods of regular crop production, or a crop grown between trees and

vines in orchards and vineyards.

Crop residue management. Returning crop residue to the soil, which helps to

maintain soil structure, organic matter content, and fertility and helps to control

erosion.

Cropping system. Growing crops according to a planned system of rotation and

management practices.

Cross-slope farming. Deliberately conducting farming operations on sloping farmland

in such a way that tillage is across the general slope.

Crown. The upper part of a tree or shrub, including the living branches and their

foliage.

Culmination of the mean annual increment (CMAI). The average annual increase

per acre in the volume of a stand. Computed by dividing the total volume of the

stand by its age. As the stand increases in age, the mean annual increment

continues to increase until mortality begins to reduce the rate of increase. The

point where the stand reaches its maximum annual rate of growth is called the

culmination of the mean annual increment.

Cut or fill area (map symbol). A small area where the original soil profile has been

altered by the addition or removal of more than about 1 foot of soil material.

Includes former pits that have been reclaimed. Each symbol represents one area

or several closely grouped areas totaling less than 4 acres.

Cutbanks cave (in tables). The walls of excavations tend to cave in or slough.

Decreasers. The most heavily grazed climax range plants. Because they are the most

palatable, they are the first to be destroyed by overgrazing.

Deferred grazing. Postponing grazing or resting grazing land for a prescribed period.

Delta. A body of alluvium having a surface that is fan shaped and nearly flat; deposited

at or near the mouth of a river or stream where it enters a body of relatively quiet

water, generally a sea or lake.

Dense layer (in tables). A very firm, massive layer that has a bulk density of more than

1.8 grams per cubic centimeter. Such a layer affects the ease of digging and can

affect filling and compacting.
Washburn County, Wisconsin 839

Depression. Any relatively sunken part of the earth’s surface; especially a low-lying

area surrounded by higher ground. A closed depression has no natural outlet for

surface drainage. An open depression has a natural outlet for surface drainage.

Depth, soil. Generally, the thickness of the soil over bedrock. Very deep soils are more

than 60 inches deep over bedrock; deep soils, 40 to 60 inches; moderately deep,

20 to 40 inches; shallow, 10 to 20 inches; and very shallow, less than 10 inches.

Disintegration moraine. A drift topography characterized by chaotic mounds and pits,

generally randomly oriented, developed in supraglacial drift by collapse and flow

as the underlying stagnant ice melted. Slopes may be steep and unstable. Abrupt

changes between materials of differing lithology are common.

Diversion (or diversion terrace). A ridge of earth, generally a terrace, built to protect

downslope areas by diverting runoff from its natural course.

Drainage class (natural). Refers to the frequency and duration of wet periods under

conditions similar to those under which the soil formed. Alterations of the water

regime by human activities, either through drainage or irrigation, are not a

consideration unless they have significantly changed the morphology of the soil.

Seven classes of natural soil drainage are recognized—excessively drained,

somewhat excessively drained, well drained, moderately well drained, somewhat

poorly drained, poorly drained, and very poorly drained. These classes are defined

in the “Soil Survey Manual.”

Drainage, surface. Runoff, or surface flow of water, from an area.

Drainageway. A general term for a course or channel along which water moves in

draining an area. A term restricted to relatively small, linear depressions that at

some time move concentrated water and either do not have a defined channel or

have only a small defined channel.

Drift. A general term applied to all mineral material (clay, silt, sand, gravel, and

boulders) transported by a glacier and deposited directly by or from the ice or

transported by running water emanating from a glacier. Drift includes unstratified

material (till) that forms moraines and stratified deposits that form outwash plains,

eskers, kames, varves, and glaciofluvial sediments. The term is generally applied

to Pleistocene glacial deposits in areas that no longer contain glaciers.

Drumlin. A low, smooth, elongated oval hill, mound, or ridge of compact till that has a

core of bedrock or drift. It commonly has a blunt nose facing the direction from

which the ice approached and a gentler slope tapering in the other direction. The

longer axis is parallel to the general direction of glacier flow. Drumlins are products

of streamline (laminar) flow of glaciers, which molded the subglacial floor through

a combination of erosion and deposition.

Dry spot (map symbol). A small area of moderately well drained to excessively

drained soil within a poorly drained or very poorly drained area of mineral soil, or a

somewhat poorly drained to excessively drained soil within a map unit consisting

mainly of organic soil. Each symbol represents one area or several closely

grouped areas totaling less than 4 acres.

Duff. A generally firm organic layer on the surface of mineral soils. It consists of fallen

plant material that is in the process of decomposition and includes everything from

the litter on the surface to underlying pure humus.

Eluviation. The movement of material in true solution or colloidal suspension from one

place to another within the soil. Soil horizons that have lost material through

eluviation are eluvial; those that have received material are illuvial.

End moraine. A ridgelike accumulation produced at the outer margin of an actively

flowing glacier at any given time.

Endosaturation. A type of saturation of the soil in which all horizons between the

upper boundary of saturation and a depth of 2 meters are saturated.

Eolian deposit. Sand-, silt-, or clay-sized clastic material transported and deposited

primarily by wind, commonly in the form of a dune or a sheet of sand or loess.
840 Soil Survey of

Ephemeral stream. A stream, or reach of a stream, that flows only in direct response

to precipitation. It receives no long-continued supply from melting snow or other

source, and its channel is above the water table at all times.

Episaturation. A type of saturation indicating a perched water table in a soil in which

saturated layers are underlain by one or more unsaturated layers within 2 meters

of the surface.

Erosion. The wearing away of the land surface by water, wind, ice, or other geologic

agents and by such processes as gravitational creep.

Erosion (geologic). Erosion caused by geologic processes acting over long

geologic periods and resulting in the wearing away of mountains and the building

up of such landscape features as flood plains and coastal plains. Synonym: natural

erosion.

Erosion (accelerated). Erosion much more rapid than geologic erosion, mainly as

a result of human or animal activities or of a catastrophe in nature, such as a fire,

that exposes the surface.

Erosion pavement. A surficial lag concentration or layer of gravel and other rock

fragments that remains on the soil surface after sheet or rill erosion or wind has

removed the finer soil particles and that tends to protect the underlying soil from

further erosion.

Erosion surface. A land surface shaped by the action of erosion, especially by

running water.

Escarpment. A relatively continuous and steep slope or cliff breaking the general

continuity of more gently sloping land surfaces and resulting from erosion or

faulting. Most commonly applied to cliffs produced by differential erosion.

Escarpment, bedrock (map symbol). A relatively continuous and steep slope or cliff

breaking the general continuity of more gently sloping land surfaces and resulting

from erosion or faulting. Exposed material is hard or soft bedrock.

Escarpment, nonbedrock (map symbol). A relatively continuous and steep slope or

cliff breaking the general continuity of more gently sloping land surfaces and

resulting from erosion or faulting. Exposed material is nonsoil or very shallow soil.

Esker. A long, narrow, sinuous, steep-sided ridge of stratified sand and gravel

deposited as the bed of a stream flowing in an ice tunnel within or below the ice

(subglacial) or between ice walls on top of the ice of a wasting glacier and left

behind as high ground when the ice melted. Eskers range in length from less than

a kilometer to more than 160 kilometers and in height from 3 to 30 meters.

Fan remnant. A general term for landforms that are the remaining parts of older fan

landforms, such as alluvial fans, that have been either dissected or partially

buried.

Fertility, soil. The quality that enables a soil to provide plant nutrients, in adequate

amounts and in proper balance, for the growth of specified plants when light,

moisture, temperature, tilth, and other growth factors are favorable.

Fibric soil material (peat). The least decomposed of all organic soil material. Peat

contains a large amount of well preserved fiber that is readily identifiable

according to botanical origin. Peat has the lowest bulk density and the highest

water content at saturation of all organic soil material.

Field moisture capacity. The moisture content of a soil, expressed as a percentage

of the ovendry weight, after the gravitational, or free, water has drained away; the

field moisture content 2 or 3 days after a soaking rain; also called normal field

capacity, normal moisture capacity, or capillary capacity.

Fine textured soil. Sandy clay, silty clay, or clay.

Firebreak. An area cleared of flammable material to stop or help control creeping or

running fires. It also serves as a line from which to work and to facilitate the

movement of firefighters and equipment. Designated roads also serve as

firebreaks.
Washburn County, Wisconsin 841

Flaggy soil material. Material that has, by volume, 15 to 35 percent flagstones. Very

flaggy soil material has 35 to 60 percent flagstones, and extremely flaggy soil

material has more than 60 percent flagstones.

Flagstone. A thin fragment of sandstone, limestone, slate, shale, or (rarely) schist 6 to

15 inches (15 to 38 centimeters) long.

Flood plain. The nearly level plain that borders a stream and is subject to flooding

unless protected artificially.

Flood-plain landforms. A variety of constructional and erosional features produced

by stream channel migration and flooding. Examples include backswamps, floodplain splays, meanders, meander belts, meander scrolls, oxbow lakes, and natural

levees.

Flood-plain splay. A fan-shaped deposit or other outspread deposit formed where an

overloaded stream breaks through a levee (natural or artificial) and deposits its

material (commonly coarse grained) on the flood plain.

Flood-plain step. An essentially flat, terrace-like alluvial surface within a valley that is

frequently covered by floodwater from the present stream; any approximately

horizontal surface still actively modified by fluvial scour and/or deposition. May

occur individually or as a series of steps.

Fluvial. Of or pertaining to rivers or streams; produced by stream or river action.

Footslope. The concave surface at the base of a hillslope. A footslope is a transition

zone between upslope sites of erosion and transport (shoulders and backslopes)

and downslope sites of deposition (toeslopes).

Forb. Any herbaceous plant not a grass or a sedge.

Forest cover. All trees and other woody plants (underbrush) covering the ground in a

forest.

Forest habitat type. An association of dominant tree and ground flora species in a

climax community.

Fragipan. A loamy, brittle subsurface horizon low in porosity and content of organic

matter and low or moderate in clay but high in silt or very fine sand. A fragipan

appears cemented and restricts roots. When dry, it is hard or very hard and has a

higher bulk density than the horizon or horizons above. When moist, it tends to

rupture suddenly under pressure rather than to deform slowly.

Genesis, soil. The mode of origin of the soil. Refers especially to the processes or

soil-forming factors responsible for the formation of the solum, or true soil, from

the unconsolidated parent material.

Glaciofluvial deposits. Material moved by glaciers and subsequently sorted and

deposited by streams flowing from the melting ice. The deposits are stratified and

occur in the form of outwash plains, valley trains, deltas, kames, eskers, and kame

terraces.

Glaciolacustrine deposits. Material ranging from fine clay to sand derived from

glaciers and deposited in glacial lakes mainly by glacial meltwater. Many deposits

are bedded or laminated.

Gleyed soil. Soil that formed under poor drainage, resulting in the reduction of iron

and other elements in the profile and in gray colors.

Graded stripcropping. Growing crops in strips that grade toward a protected

waterway.

Grassed waterway. A natural or constructed waterway, typically broad and shallow,

seeded to grass as protection against erosion. Conducts surface water away from

cropland.

Gravel. Rounded or angular fragments of rock as much as 3 inches (2 millimeters to

7.6 centimeters) in diameter. An individual piece is a pebble.

Gravel pit (map symbol). An open excavation from which soil and underlying material

have been removed and used, without crushing, as a source of sand or gravel.

Typically less than 4 acres.
842 Soil Survey of

Gravelly soil material. Material that has 15 to 35 percent, by volume, rounded or

angular rock fragments, not prominently flattened, as much as 3 inches (7.6

centimeters) in diameter.

Gravelly spot (map symbol). An area where the surface layer has more than 35

percent, by volume, rock fragments that are mostly less than 3 inches in diameter

within an area that has less than 15 percent rock fragments. Typically less than 4

acres.

Green manure crop (agronomy). A soil-improving crop grown to be plowed under in

an early stage of maturity or soon after maturity.

Ground water. Water filling all the unblocked pores of the material below the water

table.

Gully. A small channel with steep sides caused by erosion and cut in unconsolidated

materials by concentrated but intermittent flow of water. The distinction between a

gully and a rill is one of depth. A gully generally is an obstacle to farm machinery

and is too deep to be obliterated by ordinary tillage; a rill is of lesser depth and can

be smoothed over by ordinary tillage.

Gully (map symbol). A small channel with steep sides, cut by running water, through

which water ordinarily runs only after a rain or after melting of snow or ice. It

generally is an obstacle to wheeled vehicles and is too deep to be obliterated by

ordinary tillage.

Hard bedrock. Bedrock that cannot be excavated except by blasting or by the use of

special equipment that is not commonly used in construction.

Hard to reclaim (in tables). Reclamation is difficult after the removal of soil for

construction and other uses. Revegetation and erosion control are extremely

difficult.

Head slope (geomorphology). A geomorphic component of hills consisting of a

laterally concave area of a hillside, especially at the head of a drainageway. The

overland waterflow is converging.

Hemic soil material (mucky peat). Organic soil material intermediate in degree of

decomposition between the less decomposed fibric material and the more

decomposed sapric material.

High-residue crops. Such crops as small grain and corn used for grain. If properly

managed, residue from these crops can be used to control erosion until the next

crop in the rotation is established. These crops return large amounts of organic

matter to the soil.

Hill. A generic term for an elevated area of the land surface, rising as much as 1,000

feet above surrounding lowlands, commonly of limited summit area and having a

well defined outline. Slopes are generally more than 15 percent. The distinction

between a hill and a mountain is arbitrary and may depend on local usage.

Hillslope. A generic term for the steeper part of a hill between its summit and the

drainage line, valley flat, or depression floor at the base of a hill.

Horizon, soil. A layer of soil, approximately parallel to the surface, having distinct

characteristics produced by soil-forming processes. In the identification of soil

horizons, an uppercase letter represents the major horizons. Numbers or

lowercase letters that follow represent subdivisions of the major horizons. An

explanation of the subdivisions is given in the “Soil Survey Manual.” The major

horizons of mineral soil are as follows:

O horizon.—An organic layer of fresh and decaying plant residue.

L horizon.—A layer of organic and mineral limnic materials, including coprogenous

earth (sedimentary peat), diatomaceous earth, and marl.

A horizon.—The mineral horizon at or near the surface in which an accumulation
Washburn County, Wisconsin 843

of humified organic matter is mixed with the mineral material. Also, a plowed

surface horizon, most of which was originally part of a B horizon.

E horizon.—The mineral horizon in which the main feature is loss of silicate clay,

iron, aluminum, or some combination of these.

B horizon.—The mineral horizon below an A horizon. The B horizon is in part a

layer of transition from the overlying A to the underlying C horizon. The B horizon

also has distinctive characteristics, such as (1) accumulation of clay, sesquioxides,

humus, or a combination of these; (2) prismatic or blocky structure; (3) redder or

browner colors than those in the A horizon; or (4) a combination of these.

C horizon.—The mineral horizon or layer, excluding indurated bedrock, that is little

affected by soil-forming processes and does not have the properties typical of the

overlying soil material. The material of a C horizon may be either like or unlike that

in which the solum formed. If the material is known to differ from that in the solum,

an Arabic numeral, commonly a 2, precedes the letter C.

Cr horizon.—Soft, consolidated bedrock beneath the soil.

R layer.—Consolidated bedrock beneath the soil. The bedrock commonly

underlies a C horizon, but it can be directly below an A or a B horizon.

Humus. The well decomposed, more or less stable part of the organic matter in

mineral soils.

Hydrologic soil groups. Refers to soils grouped according to their runoff potential.

The soil properties that influence this potential are those that affect the minimum

rate of water infiltration on a bare soil during periods after prolonged wetting when

the soil is not frozen. These properties are depth to a seasonal high water table,

the infiltration rate and permeability after prolonged wetting, and depth to a very

slowly permeable layer. The slope and the kind of plant cover are not considered

but are separate factors in predicting runoff.

Ice-walled lake plain. A relict surface marking the floor of an extinct lake basin that

was formed on solid ground and surrounded by stagnant ice in a stable or

unstable superglacial environment on stagnation moraines. As the ice melted, the

lake plain became perched above the adjacent landscape. The lake plain is well

sorted, generally fine textured, stratified deposits.

Igneous rock. Rock that was formed by cooling and solidification of magma and that

has not been changed appreciably by weathering since its formation. Major

varieties include plutonic and volcanic rock (e.g., andesite, basalt, and granite).

Illuviation. The movement of soil material from one horizon to another in the soil

profile. Generally, material is removed from an upper horizon and deposited in a

lower horizon.

Impervious soil. A soil through which water, air, or roots penetrate slowly or not at all.

No soil is absolutely impervious to air and water all the time.

Increasers. Species in the climax vegetation that increase in amount as the more

desirable plants are reduced by close grazing. Increasers commonly are the

shorter plants and the less palatable to livestock.

Infiltration. The downward entry of water into the immediate surface of soil or other

material, as contrasted with percolation, which is movement of water through soil

layers or material.

Infiltration capacity. The maximum rate at which water can infiltrate into a soil under

a given set of conditions.

Infiltration rate. The rate at which water penetrates the surface of the soil at any given

instant, usually expressed in inches per hour. The rate can be limited by the

infiltration capacity of the soil or the rate at which water is applied at the surface.

Intake rate. The average rate of water entering the soil under irrigation. Most soils

have a fast initial rate; the rate decreases with application time. Therefore, intake
844 Soil Survey of

rate for design purposes is not a constant but is a variable depending on the net

irrigation application. The rate of water intake, in inches per hour, is expressed as

follows:

Less than 0.2 ................................................. very low

0.2 to 0.4 ................................................................ low

0.4 to 0.75 ........................................... moderately low

0.75 to 1.25 .................................................. moderate

1.25 to 1.75 ....................................... moderately high

1.75 to 2.5 ............................................................. high

More than 2.5 ............................................... very high

Interfluve. A landform composed of the relatively undissected upland or ridge

between two adjacent valleys containing streams flowing in the same general

direction. An elevated area between two drainageways that sheds water to those

drainageways.

Interfluve (geomorphology). A geomorphic component of hills consisting of the

uppermost, comparatively level or gently sloping area of a hill; shoulders of

backwearing hillslopes can narrow the upland or can merge, resulting in a strongly

convex shape.

Intermittent stream. A stream, or reach of a stream, that does not flow year-round but

that is commonly dry for 3 or more months out of 12 and whose channel is

generally below the local water table. It flows only during wet periods or when it

receives ground-water discharge or long, continued contributions from melting

snow or other surface and shallow subsurface sources.

Invaders. On range, plants that encroach into an area and grow after the climax

vegetation has been reduced by grazing. Generally, plants invade following

disturbance of the surface.

Iron depletions. See Redoximorphic features.

Irrigation. Application of water to soils to assist in production of crops. Methods of

irrigation are:

Basin.—Water is applied rapidly to nearly level plains surrounded by levees or

dikes.

Border.—Water is applied at the upper end of a strip in which the lateral flow of

water is controlled by small earth ridges called border dikes, or borders.

Controlled flooding.—Water is released at intervals from closely spaced field

ditches and distributed uniformly over the field.

Corrugation.—Water is applied to small, closely spaced furrows or ditches in fields

of close-growing crops or in orchards so that it flows in only one direction.

Drip (or trickle).—Water is applied slowly and under low pressure to the surface of

the soil or into the soil through such applicators as emitters, porous tubing, or

perforated pipe.

Furrow.—Water is applied in small ditches made by cultivation implements.

Furrows are used for tree and row crops.

Sprinkler.—Water is sprayed over the soil surface through pipes or nozzles from a

pressure system.

Subirrigation.—Water is applied in open ditches or tile lines until the water table is

raised enough to wet the soil.

Wild flooding.—Water, released at high points, is allowed to flow onto an area

without controlled distribution.

Island (map symbol). A small area of mineral soil within a body of water and above

the normal water level. Each symbol represents one island or several closely

grouped islands totaling less than 4 acres.

Kame. A low mound, knob, hummock, or short irregular ridge composed of stratified

sand and gravel deposited by a subglacial stream as a fan or delta at the margin
Washburn County, Wisconsin 845

of a melting glacier; by a supraglacial stream in a low place or hole on the surface

of the glacier; or as a ponded deposit on the surface or at the margin of stagnant

ice.

Karst (topography). A kind of topography that formed in limestone, gypsum, or other

soluble rocks by dissolution and that is characterized by closed depressions,

sinkholes, caves, and underground drainage.

Knoll. A small, low, rounded hill rising above adjacent landforms.

Ksat. Saturated hydraulic conductivity. (See Permeability.)

Lacustrine deposit. Material deposited in lake water and exposed when the water

level is lowered or the elevation of the land is raised.

Lake plain. A nearly level surface marking the floor of an extinct lake filled by well

sorted, generally fine textured, stratified deposits, commonly containing varves.

Lake terrace. A narrow shelf, partly cut and partly built, produced along a lakeshore in

front of a scarp line of low cliffs and later exposed when the water level falls.

Landslide. A general, encompassing term for most types of mass movement

landforms and processes involving the downslope transport and outward

deposition of soil and rock materials caused by gravitational forces; the movement

may or may not involve saturated materials. The speed and distance of movement,

as well as the amount of soil and rock material, vary greatly.

Large stones (in tables). Rock fragments 3 inches (7.6 centimeters) or more across.

Large stones adversely affect the specified use of the soil.

Leaching. The removal of soluble material from soil or other material by percolating

water.

Linear extensibility. Refers to the change in length of an unconfined clod as moisture

content is decreased from a moist to a dry state. Linear extensibility is used to

determine the shrink-swell potential of soils. It is an expression of the volume

change between the water content of the clod at 1

/3- or 1/10-bar tension (33kPa or

10kPa tension) and oven dryness. Volume change is influenced by the amount and

type of clay minerals in the soil. The volume change is the percent change for the

whole soil. If it is expressed as a fraction, the resulting value is COLE, coefficient

of linear extensibility.

Liquid limit. The moisture content at which the soil passes from a plastic to a liquid

state.

Loam. Soil material that is 7 to 27 percent clay particles, 28 to 50 percent silt particles,

and less than 52 percent sand particles.

Loess. Material transported and deposited by wind and consisting dominantly of siltsized particles.

Low strength. The soil is not strong enough to support loads.

Low-residue crops. Such crops as corn used for silage, peas, beans, and potatoes.

Residue from these crops is not adequate to control erosion until the next crop in

the rotation is established. These crops return little organic matter to the soil.

Marl. An earthy, unconsolidated deposit consisting chiefly of calcium carbonate mixed

with clay in approximately equal proportions; formed primarily under freshwater

lacustrine conditions but also formed in more saline environments.

Mass movement. A generic term for the dislodgment and downslope transport of soil

and rock material as a unit under direct gravitational stress.

Masses. See Redoximorphic features.

Mechanical treatment. Use of mechanical equipment for seeding, brush

management, and other management practices.

Medium textured soil. Very fine sandy loam, loam, silt loam, or silt.

Metamorphic rock. Rock of any origin altered in mineralogical composition, chemical

composition, or structure by heat, pressure, and movement at depth in the earth’s

crust. Nearly all such rocks are crystalline.
846 Soil Survey of

Mine spoil. An accumulation of displaced earthy material, rock, or other waste

material removed during mining or excavation. Also called earthy fill.

Mineral soil. Soil that is mainly mineral material and low in organic material. Its bulk

density is more than that of organic soil.

Minimum tillage. Only the tillage essential to crop production and prevention of soil

damage.

Miscellaneous area. A kind of map unit that has little or no natural soil and supports

little or no vegetation.

Moderately coarse textured soil. Coarse sandy loam, sandy loam, or fine sandy

loam.

Moderately fine textured soil. Clay loam, sandy clay loam, or silty clay loam.

Mollic epipedon. A thick, dark, humus-rich surface horizon (or horizons) that has high

base saturation and pedogenic soil structure. It may include the upper part of the

subsoil.

Moraine. In terms of glacial geology, a mound, ridge, or other topographically distinct

accumulation of unsorted, unstratified drift, predominantly till, deposited primarily

by the direct action of glacial ice in a variety of landforms. Also, a general term for

a landform composed mainly of till (except for kame moraines, which are

composed mainly of stratified outwash) that has been deposited by a glacier.

Some types of moraines are disintegration, end, ground, kame, lateral,

recessional, and terminal.

Morphology, soil. The physical makeup of the soil, including the texture, structure,

porosity, consistence, color, and other physical, mineral, and biological properties

of the various horizons, and the thickness and arrangement of those horizons in

the soil profile.

Mottling, soil. Irregular spots of different colors that vary in number and size.

Descriptive terms are as follows: abundance—few, common, and many; size—fine,

medium, and coarse; and contrast—faint, distinct, and prominent. The size

measurements are of the diameter along the greatest dimension. Fine indicates

less than 5 millimeters (about 0.2 inch); medium, from 5 to 15 millimeters (about

0.2 to 0.6 inch); and coarse, more than 15 millimeters (about 0.6 inch).

Muck. Dark, finely divided, well decomposed organic soil material. (See Sapric soil

material.)

Mudstone. A blocky or massive, fine grained sedimentary rock in which the

proportions of clay and silt are approximately equal. Also, a general term for such

material as clay, silt, claystone, siltstone, shale, and argillite and that should be

used only when the amounts of clay and silt are not known or cannot be precisely

identified.

Munsell notation. A designation of color by degrees of three simple variables—hue,

value, and chroma. For example, a notation of 10YR 6/4 is a color with hue of

10YR, value of 6, and chroma of 4.

Neutral soil. A soil having a pH value of 6.6 to 7.3. (See Reaction, soil.)

Nodules. See Redoximorphic features.

Nose slope (geomorphology). A geomorphic component of hills consisting of the

projecting end (laterally convex area) of a hillside. The overland waterflow is

predominantly divergent. Nose slopes consist dominantly of colluvium and slopewash sediments (for example, slope alluvium).

Nutrient, plant. Any element taken in by a plant essential to its growth. Plant nutrients

are mainly nitrogen, phosphorus, potassium, calcium, magnesium, sulfur, iron,

manganese, copper, boron, and zinc obtained from the soil and carbon, hydrogen,

and oxygen obtained from the air and water.
Washburn County, Wisconsin 847

Organic matter. Plant and animal residue in the soil in various stages of

decomposition. The content of organic matter in the surface layer is described as

follows:

Very low .................................... less than 0.5 percent

Low .................................................. 0.5 to 1.0 percent

Moderately low ............................... 1.0 to 2.0 percent

Moderate ......................................... 2.0 to 4.0 percent

High ................................................. 4.0 to 8.0 percent

Very high ................................. more than 8.0 percent

Outwash. Stratified and sorted sediments (chiefly sand and gravel) removed or

“washed out” from a glacier by meltwater streams and deposited in front of or

beyond the end moraine or the margin of a glacier. The coarser material is

deposited nearer to the ice.

Outwash plain. An extensive lowland area of coarse textured glaciofluvial material. An

outwash plain is commonly smooth; where pitted, it generally is low in relief.

Parent material. The unconsolidated organic and mineral material in which soil forms.

Peat. Unconsolidated material, largely undecomposed organic matter, that has

accumulated under excess moisture. (See Fibric soil material.)

Ped. An individual natural soil aggregate, such as a granule, a prism, or a block.

Pedisediment. A layer of sediment, eroded from the shoulder and backslope of an

erosional slope, that lies on and is being (or was) transported across a gently

sloping erosional surface at the foot of a receding hill or mountain slope.

Pedon. The smallest volume that can be called “a soil.” A pedon is three dimensional

and large enough to permit study of all horizons. Its area ranges from about 10 to

100 square feet (1 square meter to 10 square meters), depending on the variability

of the soil.

Percolation. The movement of water through the soil.

Perennial water (map symbol). A small, natural or constructed lake, pond, or pit that

contains water most of the year. Each symbol represents one area of water or

several closely grouped areas of water totaling less than 4 acres.

Permeability. The quality of the soil that enables water or air to move downward

through the profile. The rate at which a saturated soil transmits water is accepted

as a measure of this quality. In soil physics, the rate is referred to as “saturated

hydraulic conductivity,” which is defined in the “Soil Survey Manual.” In line with

conventional usage in the engineering profession and with traditional usage in

published soil surveys, this rate of flow continues to be expressed as

“permeability.” Terms describing permeability, measured in inches per hour, are as

follows:

Impermeable .............................less than 0.0015 inch

Very slow ..................................... 0.0015 to 0.06 inch

Slow ................................................... 0.06 to 0.2 inch

Moderately slow ................................... 0.2 to 0.6 inch

Moderate .................................. 0.6 inch to 2.0 inches

Moderately rapid .............................. 2.0 to 6.0 inches

Rapid ................................................. 6.0 to 20 inches

Very rapid ................................... more than 20 inches

pH value. A numerical designation of acidity and alkalinity in soil. (See Reaction, soil.)

Phase, soil. A subdivision of a soil series based on features that affect its use and

management, such as slope, stoniness, and flooding.
848 Soil Survey of

Piping (in tables). Formation of subsurface tunnels or pipelike cavities by water

moving through the soil.

Pitted outwash plain. An outwash plain marked by many irregular depressions, such

as kettles, shallow pits, and potholes, which formed by melting of incorporated ice

masses; common in Wisconsin and Minnesota.

Pitting (in tables). Pits caused by melting around ice. They form on the soil after plant

cover is removed.

Plastic limit. The moisture content at which a soil changes from semisolid to plastic.

Plasticity index. The numerical difference between the liquid limit and the plastic limit;

the range of moisture content within which the soil remains plastic.

Plateau (geomorphology). A comparatively flat area of great extent and elevation;

specifically, an extensive land region that is considerably elevated (more than 100

meters) above the adjacent lower lying terrain, is commonly limited on at least one

side by an abrupt descent, and has a flat or nearly level surface. A comparatively

large part of a plateau surface is near summit level.

Plowpan. A compacted layer formed in the soil directly below the plowed layer.

Poletimber. Hardwood trees ranging from 5 to 11 inches in diameter and conifers

ranging from 5 to 9 inches in diameter at breast height.

Ponding. Standing water on soils in closed depressions. Unless the soils are

artificially drained, the water can be removed only by percolation or

evapotranspiration.

Poorly graded. Refers to a coarse grained soil or soil material consisting mainly of

particles of nearly the same size. Because there is little difference in size of the

particles, density can be increased only slightly by compaction.

Pore linings. See Redoximorphic features.

Potential native plant community. See Climax plant community.

Potential rooting depth (effective rooting depth). Depth to which roots could

penetrate if the content of moisture in the soil were adequate. The soil has no

properties restricting the penetration of roots to this depth.

Prescribed burning. Deliberately burning an area for specific management purposes,

under the appropriate conditions of weather and soil moisture and at the proper

time of day.

Productivity, soil. The capability of a soil for producing a specified plant or sequence

of plants under specific management.

Profile, soil. A vertical section of the soil extending through all its horizons and into

the parent material.

Proper grazing use. Grazing at an intensity that maintains enough cover to protect

the soil and maintain or improve the quantity and quality of the desirable

vegetation. This practice increases the vigor and reproduction capacity of the key

plants and promotes the accumulation of litter and mulch necessary to conserve

soil and water.

Rangeland. Land on which the potential natural vegetation is predominantly grasses,

grasslike plants, forbs, or shrubs suitable for grazing or browsing. It includes

natural grasslands, savannas, many wetlands, some deserts, tundras, and areas

that support certain forb and shrub communities.

Reaction, soil. A measure of acidity or alkalinity of a soil, expressed as pH values. A

soil that tests to pH 7.0 is described as precisely neutral in reaction because it is

neither acid nor alkaline. The degrees of acidity or alkalinity, expressed as pH

values, are:

Ultra acid ................................................. less than 3.5

Extremely acid ............................................. 3.5 to 4.4

Very strongly acid ........................................ 4.5 to 5.0

Strongly acid ................................................ 5.1 to 5.5

Moderately acid ........................................... 5.6 to 6.0
Washburn County, Wisconsin 849

Slightly acid ................................................. 6.1 to 6.5

Neutral ......................................................... 6.6 to 7.3

Slightly alkaline ........................................... 7.4 to 7.8

Moderately alkaline ..................................... 7.9 to 8.4

Strongly alkaline .......................................... 8.5 to 9.0

Very strongly alkaline .......................... 9.1 and higher

Redoximorphic concentrations. See Redoximorphic features.

Redoximorphic depletions. See Redoximorphic features.

Redoximorphic features. Redoximorphic features are associated with wetness and

result from alternating periods of reduction and oxidation of iron and manganese

compounds in the soil. Reduction occurs during saturation with water, and

oxidation occurs when the soil is not saturated. Characteristic color patterns are

created by these processes. The reduced iron and manganese ions may be

removed from a soil if vertical or lateral fluxes of water occur, in which case there

is no iron or manganese precipitation in that soil. Wherever the iron and

manganese are oxidized and precipitated, they form either soft masses or hard

concretions or nodules. Movement of iron and manganese as a result of

redoximorphic processes in a soil may result in redoximorphic features that are

defined as follows:

1. Redoximorphic concentrations.—These are zones of apparent accumulation of

iron-manganese oxides, including:

A. Nodules and concretions, which are cemented bodies that can be removed

from the soil intact. Concretions are distinguished from nodules on the basis of

internal organization. A concretion typically has concentric layers that are

visible to the naked eye. Nodules do not have visible organized internal

structure; and

B. Masses, which are noncemented concentrations of substances within the

soil matrix; and

C. Pore linings, i.e., zones of accumulation along pores that may be either

coatings on pore surfaces or impregnations from the matrix adjacent to the

pores.

2. Redoximorphic depletions.—These are zones of low chroma (chromas less

than those in the matrix) where either iron-manganese oxides alone or both

iron-manganese oxides and clay have been stripped out, including:

A. Iron depletions, i.e., zones that contain low amounts of iron and

manganese oxides but have a clay content similar to that of the adjacent matrix;

and

B. Clay depletions, i.e., zones that contain low amounts of iron, manganese,

and clay (often referred to as silt coatings or skeletans).

3. Reduced matrix.—This is a soil matrix that has low chroma in situ but

undergoes a change in hue or chroma within 30 minutes after the soil material

has been exposed to air.

Reduced matrix. See Redoximorphic features.

Regolith. All unconsolidated earth materials above the solid bedrock. It includes

material weathered in place from all kinds of bedrock and alluvial, glacial, eolian,

lacustrine, and pyroclastic deposits.

Relief. The relative difference in elevation between the upland summits and the

lowlands or valleys of a given region.

Residuum (residual soil material). Unconsolidated, weathered or partly weathered

mineral material that accumulated as bedrock disintegrated in place.

Rill. A very small, steep-sided channel resulting from erosion and cut in

unconsolidated materials by concentrated but intermittent flow of water. A rill
850 Soil Survey of

generally is not an obstacle to wheeled vehicles and is shallow enough to be

smoothed over by ordinary tillage.

Riser. The vertical or steep side slope (e.g., escarpment) of terraces, flood-plain

steps, or other stepped landforms; commonly a recurring part of a series of

natural, steplike landforms, such as successive stream terraces.

Road cut. A sloping surface produced by mechanical means during road construction.

It is commonly on the uphill side of the road.

Rock fragments. Rock or mineral fragments having a diameter of 2 millimeters or

more; for example, pebbles, cobbles, stones, and boulders.

Rock outcrop (map symbol). An exposure of bedrock at the surface of the earth. Not

used where the named soils of the surrounding map unit are shallow over bedrock.

Each symbol represents one exposure or several closely grouped exposures

totaling less than 4 acres.

Root zone. The part of the soil that can be penetrated by plant roots.

Runoff. The precipitation discharged into stream channels from an area. The water

that flows off the surface of the land without sinking into the soil is called surface

runoff. Water that enters the soil before reaching surface streams is called groundwater runoff or seepage flow from ground water.

Saline soil. A soil containing soluble salts in an amount that impairs growth of plants.

A saline soil does not contain excess exchangeable sodium.

Sand. As a soil separate, individual rock or mineral fragments from 0.05 millimeter to

2.0 millimeters in diameter. Most sand grains consist of quartz. As a soil textural

class, a soil that is 85 percent or more sand and not more than 10 percent clay.

Sandstone. Sedimentary rock containing dominantly sand-sized particles.

Sandy spot (map symbol). An area where the surface layer is loamy fine sand or

coarser within an area where the surface layer of the named soils in the

surrounding map unit is very fine sandy loam or finer. Typically less than 4 acres.

Sapling. A tree ranging from 1 to 5 inches in diameter at breast height.

Sapric soil material (muck). The most highly decomposed of all organic soil material.

Muck has the least amount of plant fiber, the highest bulk density, and the lowest

water content at saturation of all organic soil material.

Saturated hydraulic conductivity (Ksat). See Permeability.

Saturation. Wetness characterized by zero or positive pressure of the soil water.

Under conditions of saturation, the water will flow from the soil matrix into an

unlined auger hole.

Sawtimber. Hardwood trees more than 11 inches in diameter and conifers more than

9 inches in diameter at breast height.

Scarification. The act of abrading, scratching, loosening, crushing, or modifying the

surface to increase water absorption or to provide a more tillable soil.

Sedimentary rock. A consolidated deposit of clastic particles, chemical precipitates,

or organic remains accumulated at or near the surface of the earth under normal

low temperature and pressure conditions. Sedimentary rocks include consolidated

equivalents of alluvium, colluvium, drift, and eolian, lacustrine, and marine

deposits. Examples are sandstone, siltstone, mudstone, claystone, shale,

conglomerate, limestone, dolomite, and coal.

Seedling. A tree less than 1 inch in diameter at breast height.

Sequum. A sequence consisting of an illuvial horizon and the overlying eluvial horizon.

(See Eluviation.)

Series, soil. A group of soils that have profiles that are almost alike, except for

differences in texture of the surface layer. All the soils of a series have horizons

that are similar in composition, thickness, and arrangement.
Washburn County, Wisconsin 851

Shale. Sedimentary rock that formed by the hardening of a deposit of clay, silty clay, or

silty clay loam and that has a tendency to split into thin layers.

Sheet erosion. The removal of a fairly uniform layer of soil material from the land

surface by the action of rainfall and surface runoff.

Short, steep slope (map symbol). A narrow area of soil that is at least two slope

classes steeper than the surrounding map unit.

Shoulder. The convex, erosional surface near the top of a hillslope. A shoulder is a

transition from summit to backslope.

Shrink-swell (in tables). The shrinking of soil when dry and the swelling when wet.

Shrinking and swelling can damage roads, dams, building foundations, and other

structures. It can also damage plant roots.

Side slope (geomorphology). A geomorphic component of hills consisting of a laterally

planar area of a hillside. The overland waterflow is predominantly parallel. Side

slopes are dominantly colluvium and slope-wash sediments.

Silica. A combination of silicon and oxygen. The mineral form is called quartz.

Silt. As a soil separate, individual mineral particles that range in diameter from the

upper limit of clay (0.002 millimeter) to the lower limit of very fine sand (0.05

millimeter). As a soil textural class, soil that is 80 percent or more silt and less than

12 percent clay.

Siltstone. An indurated silt having the texture and composition of shale but lacking its

fine lamination or fissility; a massive mudstone in which silt predominates over

clay.

Similar soils. Soils that share limits of diagnostic criteria, behave and perform in a

similar manner, and have similar conservation needs or management

requirements for the major land uses in the survey area.

Sinkhole. A closed, circular or elliptical depression, commonly funnel shaped,

characterized by subsurface drainage and formed either by dissolution of the

surface of underlying bedrock (e.g., limestone, gypsum, or salt) or by collapse of

underlying caves within bedrock. Complexes of sinkholes in carbonate-rock terrain

are the main components of karst topography.

Site index. A designation of the quality of a forest site based on the height of the

dominant stand at an arbitrarily chosen age. For example, if the average height

attained by dominant and codominant trees in a fully stocked stand at the age of

50 years is 75 feet, the site index is 75.

Slope. The inclination of the land surface from the horizontal. Percentage of slope is

the vertical distance divided by horizontal distance, then multiplied by 100. Thus, a

slope of 20 percent is a drop of 20 feet in 100 feet of horizontal distance.

Slope alluvium. Sediment gradually transported down the slopes of mountains or hills

primarily by nonchannel alluvial processes (i.e., slope-wash processes) and

characterized by particle sorting. Lateral particle sorting is evident on long slopes.

In a profile sequence, sediments may be distinguished by differences in size and/

or specific gravity of rock fragments and may be separated by stone lines.

Burnished peds and sorting of rounded or subrounded pebbles or cobbles

distinguish these materials from unsorted colluvial deposits.

Slow refill (in tables). The slow filling of ponds, resulting from restricted permeability in

the soil.

Soft bedrock. Bedrock that can be excavated with trenching machines, backhoes,

small rippers, and other equipment commonly used in construction.

Soil. A natural, three-dimensional body at the earth’s surface. It is capable of

supporting plants and has properties resulting from the integrated effect of climate

and living matter acting on earthy parent material, as conditioned by relief and by

the passage of time.
852 Soil Survey of

Soil separates. Mineral particles less than 2 millimeters in equivalent diameter and

ranging between specified size limits. The names and sizes, in millimeters, of

separates recognized in the United States are as follows:

Very coarse sand ........................................ 2.0 to 1.0

Coarse sand ................................................ 1.0 to 0.5

Medium sand ............................................. 0.5 to 0.25

Fine sand ................................................. 0.25 to 0.10

Very fine sand .......................................... 0.10 to 0.05

Silt .......................................................... 0.05 to 0.002

Clay .....................................................less than 0.002

Solum. The upper part of a soil profile, above the C horizon, in which the processes of

soil formation are active. The solum in soil consists of the A, E, and B horizons.

Generally, the characteristics of the material in these horizons are unlike those of

the material below the solum. The living roots and plant and animal activities are

largely confined to the solum.

Stone line. In a vertical cross section, a line formed by scattered fragments or a

discrete layer of angular and subangular rock fragments (commonly a gravel- or

cobble-sized lag concentration) that formerly was draped across a topographic

surface and was later buried by additional sediments. A stone line generally caps

material that was subject to weathering, soil formation, and erosion before burial.

Many stone lines seem to be buried erosion pavements, originally formed by sheet

and rill erosion across the land surface.

Stones. Rock fragments 10 to 24 inches (25 to 60 centimeters) in diameter if rounded

or 15 to 24 inches (38 to 60 centimeters) in length if flat.

Stony. Refers to a soil containing stones in numbers that interfere with or prevent

tillage.

Strath terrace. A type of stream terrace; formed as an erosional surface cut on

bedrock and thinly mantled with stream deposits (alluvium).

Stream terrace. One of a series of platforms in a stream valley, flanking and more or

less parallel to the stream channel, originally formed near the level of the stream;

represents the remnants of an abandoned flood plain, stream bed, or valley floor

produced during a former state of fluvial erosion or deposition.

Stripcropping. Growing crops in a systematic arrangement of strips or bands that

provide vegetative barriers to wind erosion and water erosion.

Structure, soil. The arrangement of primary soil particles into compound particles or

aggregates. The principal forms of soil structure are—platy (laminated), prismatic

(vertical axis of aggregates longer than horizontal), columnar (prisms with rounded

tops), blocky (angular or subangular), and granular. Structureless soils are either

single grained (each grain by itself, as in dune sand) or massive (the particles

adhering without any regular cleavage, as in many hardpans).

Stubble mulch. Stubble or other crop residue left on the soil or partly worked into the

soil. It protects the soil from wind erosion and water erosion after harvest, during

preparation of a seedbed for the next crop, and during the early growing period of

the new crop.

Subsoil. Technically, the B horizon; roughly, the part of the solum below plow depth.

Subsoiling. Tilling a soil below normal plow depth, ordinarily to shatter a hardpan or

claypan.

Substratum. The part of the soil below the solum.

Subsurface layer. Any surface soil horizon (A, E, AB, or EB) below the surface layer.

Summit. The topographically highest position of a hillslope. It has a nearly level

(planar or only slightly convex) surface.
Washburn County, Wisconsin 853

Surface layer. The soil ordinarily moved in tillage, or its equivalent in uncultivated soil,

ranging in depth from 4 to 10 inches (10 to 25 centimeters). Frequently designated

as the “plow layer,” or the “Ap horizon.”

Surface soil. The A, E, AB, and EB horizons, considered collectively. It includes all

subdivisions of these horizons.

Swale. A slight depression in the midst of generally level land. A shallow depression in

an undulating ground moraine caused by uneven glacial deposition.

Terminal moraine. An end moraine that marks the farthest advance of a glacier. It

typically has the form of a massive arcuate or concentric ridge, or complex of

ridges, and is underlain by till and other types of drift.

Terrace (conservation). An embankment, or ridge, constructed across sloping soils on

the contour or at a slight angle to the contour. The terrace intercepts surface runoff

so that water soaks into the soil or flows slowly to a prepared outlet. A terrace in a

field generally is built so that the field can be farmed. A terrace intended mainly for

drainage has a deep channel that is maintained in permanent sod.

Terrace (geomorphology). A steplike surface, bordering a valley floor or shoreline, that

represents the former position of a flood plain, lake, or seashore. The term is

usually applied both to the relatively flat summit surface (tread) that was cut or

built by stream or wave action and to the steeper descending slope (scarp or riser)

that has graded to a lower base level of erosion.

Terracettes. Small, irregular steplike forms on steep hillslopes, especially in pasture,

formed by creep or erosion of surficial materials that may be induced or enhanced

by trampling of livestock, such as sheep or cattle.

Texture, soil. The relative proportions of sand, silt, and clay particles in a mass of soil.

The basic textural classes, in order of increasing proportion of fine particles, are

sand, loamy sand, sandy loam, loam, silt loam, silt, sandy clay loam, clay loam,

silty clay loam, sandy clay, silty clay, and clay. The sand, loamy sand, and sandy

loam classes may be further divided by specifying “coarse,” “fine,” or “very fine.”

Thin layer (in tables). Otherwise suitable soil material that is too thin for the specified

use.

Till. Dominantly unsorted and nonstratified drift, generally unconsolidated and

deposited directly by a glacier without subsequent reworking by meltwater, and

consisting of a heterogeneous mixture of clay, silt, sand, gravel, stones, and

boulders; rock fragments of various lithologies are embedded within a finer matrix

that can range from clay to sandy loam.

Till plain. An extensive area of level to gently undulating soils underlain predominantly

by till and bounded at the distal end by subordinate recessional or end moraines.

Tilth, soil. The physical condition of the soil as related to tillage, seedbed preparation,

seedling emergence, and root penetration.

Toeslope. The gently inclined surface at the base of a hillslope. Toeslopes in profile

are commonly gentle and linear and are constructional surfaces forming the lower

part of a hillslope continuum that grades to valley or closed-depression floors.

Topsoil. The upper part of the soil, which is the most favorable material for plant

growth. It is ordinarily rich in organic matter and is used to topdress roadbanks,

lawns, and land affected by mining.

Trace elements. Chemical elements, for example, zinc, cobalt, manganese, copper,

and iron, in soils in extremely small amounts. They are essential to plant growth.

Tread. The flat to gently sloping, topmost, laterally extensive slope of terraces, floodplain steps, or other stepped landforms; commonly a recurring part of a series of

natural steplike landforms, such as successive stream terraces.

Upland. An informal, general term for the higher ground of a region, in contrast with a

low-lying adjacent area, such as a valley or plain, or for land at a higher elevation
854

than the flood plain or low stream terrace; land above the footslope zone of the

hillslope continuum.

Valley fill. The unconsolidated sediment deposited by any agent (water, wind, ice, or

mass wasting) so as to fill or partly fill a valley.

Variegation. Refers to patterns of contrasting colors assumed to be inherited from the

parent material rather than to be the result of poor drainage.

Varve. A sedimentary layer or a lamina or sequence of laminae deposited in a body of

still water within a year. Specifically, a thin pair of graded glaciolacustrine layers

seasonally deposited, usually by meltwater streams, in a glacial lake or other body

of still water in front of a glacier.

Very stony spot (map symbol). An area in which 0.1 to 3.0 percent of the surface is

covered by rock fragments more than 10 inches in diameter within an area that

does not have rock fragments on the surface. Typically less than 4 acres.

Water bars. Smooth, shallow ditches or depressional areas that are excavated at an

angle across a sloping road. They are used to reduce the downward velocity of

water and divert it off and away from the road surface. Water bars can easily be

driven over if constructed properly.

Weathering. All physical disintegration, chemical decomposition, and biologically

induced changes in rocks or other deposits at or near the earth’s surface by

atmospheric or biologic agents or by circulating surface waters but involving

essentially no transport of the altered material.

Well graded. Refers to soil material consisting of coarse grained particles that are well

distributed over a wide range in size or diameter. Such soil normally can be easily

increased in density and bearing properties by compaction. Contrasts with poorly

graded soil.

Wet spot (map symbol). An area of somewhat poorly drained to very poorly drained

soil at least two drainage classes wetter than the named soils in the surrounding

map unit. Each symbol represents one wet area or several grouped wet areas

totaling less than 4 acres.

Wilting point (or permanent wilting point). The moisture content of soil, on an

ovendry basis, at which a plant (specifically a sunflower) wilts so much that it does

not recover when placed in a humid, dark chamber.

Windthrow. The uprooting and tipping over of trees by the wind.
Where To Get Updated Information

The soil properties and interpretations included in this survey were current as of

October 2004. More current information may be available from the Natural Resources

Conservation Service (NRCS) Field Office Technical Guide at Spooner, Wisconsin, or

online at www.nrcs.usda.gov/technical/efotg. The data in the Field Office Technical

Guide are updated periodically.

More current information may also be available through the NRCS Soil Data Mart

Website at http://soildatamart.nrcs.usda.gov.

Additional information about soils and about NRCS is available through the

Wisconsin NRCS Web page at www.wi.nrcs.usda.gov.

For further information, please contact:

USDA, Natural Resources Conservation Service

Spooner Service Center

800 North Front Street

Spooner, WI 54801-1350

Phone: 715-635-8228