United States

Department of

Agriculture

Natural

Resources

Conservation

Service

Soil Survey of

Taylor County,

Wisconsin

In cooperation with

United States Department

of Agriculture, Forest

Service, and the Research

Division of the College of

Agricultural and Life

Sciences, University of

Wisconsin
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 helpdesk@helpdesk.itc.nrcs.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
Soil Maps

The soil maps 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 soil map unit. Also see the Contents for

sections of this publication that may address your specific needs.

3

How To Use This Soil Survey
4

Additional information about the Nation’s natural resources is available on the

Natural Resources Conservation Service homepage on the World Wide Web. The

address is http://www.nrcs.usda.gov.

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.

Major fieldwork for this soil survey was completed in 1998. Soil names and

descriptions were approved in 2000. Unless otherwise indicated, statements in this

publication refer to conditions in the survey area in 2000. This survey was made

cooperatively by the United States Department of Agriculture, Natural Resources

Conservation Service and Forest Service, and by 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 Taylor County Soil and Water Conservation

District. The Taylor County Land Conservation Committee provided financial assistance.

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.

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

its programs on the basis of race, color, national origin, gender, religion, age, disability,

political beliefs, sexual orientation, and 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 or TDD).

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

Room 326W, Whitten Building, 14th and Independence Avenue SW, Washington, DC

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

provider and employer.

Cover: Little Chelsea Lake is one of the many scenic lakes within the Perkinstown end moraine in

Taylor County.
5

Contents

How To Use This Soil Survey ................................. 3

Foreword ................................................................. 9

General Nature of the Survey Area......................... 11

History and Development ................................... 11

Climate ............................................................... 12

Physiography, Relief, and Drainage .................... 12

Geology and Underlying Material ....................... 13

Water Supply ...................................................... 14

Transportation Facilities and Industry ................. 14

Forestry .............................................................. 15

Farming .............................................................. 15

How This Survey Was Made ................................... 16

Soil Map Unit Descriptions .................................. 19

22A—Comstock silt loam, 0 to 3 percent

slopes .......................................................... 21

24A—Poskin silt loam, 0 to 3 percent slopes ...... 22

43B—Antigo silt loam, 1 to 6 percent slopes ...... 22

43C—Antigo silt loam, 6 to 15 percent slopes .... 22

43D—Antigo silt loam, 15 to 30 percent

slopes .......................................................... 23

48B—Brill silt loam, 1 to 6 percent slopes .......... 23

57B—Spencer silt loam, 1 to 6 percent

slopes .......................................................... 24

59A—Almena silt loam, 0 to 3 percent slopes .... 24

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

slopes .......................................................... 24

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

slopes .......................................................... 25

63D—Crystal Lake silt loam, 12 to 20 percent

slopes .......................................................... 25

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

slopes .......................................................... 26

77A—Auburndale silt loam, 0 to 2 percent

slopes .......................................................... 26

182B—Padus sandy loam, 0 to 6 percent

slopes .......................................................... 26

182C—Padus sandy loam, 6 to 15 percent

slopes .......................................................... 27

182D—Padus sandy loam, 15 to 30 percent

slopes .......................................................... 27

192A—Worcester sandy loam, 0 to 3 percent

slopes .......................................................... 28

193A—Minocqua muck, 0 to 2 percent slopes ... 28

215B—Pence sandy loam, 0 to 6 percent

slopes .......................................................... 28

215C—Pence sandy loam, 6 to 15 percent

slopes .......................................................... 29

215D—Pence sandy loam, 15 to 30 percent

slopes .......................................................... 29

308B—Blackriver silt loam, 1 to 6 percent

slopes .......................................................... 30

315A—Rib silt loam, 0 to 2 percent slopes ......... 30

324A—Maplehurst silt loam, 0 to 3 percent

slopes .......................................................... 30

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

slopes .......................................................... 31

345B—Freeon, very stony-Sconsin complex,

2 to 6 percent slopes.................................... 31

346E—Newot-Pence complex, 15 to 45

percent slopes, very stony ........................... 32

355B—Loyal silt loam, 1 to 6 percent slopes ...... 33

355C—Loyal silt loam, 6 to 12 percent slopes .... 33

356A—Withee silt loam, 0 to 3 percent slopes ... 33

357A—Marshfield silt loam, 0 to 2 percent

slopes .......................................................... 34

408A—Lupton and Cathro soils, 0 to 1

percent slopes ............................................. 34

414A—Loxley and Beseman soils, 0 to 1

percent slopes ............................................. 35

457B—Freeon, very stony-Freeon complex,

ground moraine, 1 to 6 percent slopes ......... 35

457C—Freeon, very stony-Freeon complex,

ground moraine, 6 to 12 percent slopes ....... 36

515A—Manitowish sandy loam, 0 to 3

percent slopes ............................................. 37

525B—Newood, very stony-Padwood-Tipler

complex, 2 to 6 percent slopes .................... 37

527B—Padwood sandy loam, 0 to 6 percent

slopes .......................................................... 38

537D—Newot, very stony-Newood, very

stony-Cathro complex, 0 to 35 percent

slopes .......................................................... 38

545C—Freeon, very stony-Antigo complex,

6 to 15 percent slopes.................................. 39

555A—Fordum silt loam, 0 to 2 percent

slopes .......................................................... 40
6

560A—Worwood sandy loam, 0 to 3 percent

slopes .......................................................... 41

571E—Pelissier gravelly sandy loam, 15 to 45

percent slopes ............................................. 41

612A—Magnor, very stony-Ossmer complex,

0 to 3 percent slopes.................................... 41

623A—Capitola muck, 0 to 2 percent slopes,

very stony .................................................... 42

624A—Ossmer silt loam, 0 to 3 percent

slopes .......................................................... 42

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

slopes .......................................................... 43

637B—Newood sandy loam, 2 to 6 percent

slopes, very stony ........................................ 43

637C—Newood sandy loam, 6 to 15 percent

slopes, very stony ........................................ 44

642B—Pesabic-Capitola-Newood complex,

0 to 6 percent slopes, very stony ................. 44

648B—Sconsin silt loam, 1 to 6 percent

slopes .......................................................... 45

683A—Tipler sandy loam, 0 to 3 percent

slopes .......................................................... 46

737D—Santiago silt loam, 15 to 30 percent

slopes, very stony ........................................ 46

748A—Brander silt loam, 0 to 3 percent

slopes .......................................................... 46

755A—Moppet-Fordum complex, 0 to 3

percent slopes ............................................. 47

757B—Magnor-Freeon complex, 0 to 6

percent slopes, very stony ........................... 47

766A—Moppet fine sandy loam, 0 to 3

percent slopes ............................................. 49

822A—Comstock-Magnor, very stonyOssmer complex, 0 to 3 percent slopes ....... 49

837E—Newot sandy loam, 15 to 45 percent

slopes, very stony ........................................ 50

848A—Ribriver silt loam, 0 to 3 percent

slopes .......................................................... 50

863B—Crystal Lake-Freeon, very stonySconsin complex, 2 to 6 percent slopes ....... 51

923A—Capitola-Cebana complex, 0 to 2

percent slopes, very stony ........................... 52

956B—Magnor silt loam, end moraine, 0 to 4

percent slopes, very stony ........................... 52

957B—Freeon silt loam, end moraine, 2 to 6

percent slopes, very stony ........................... 53

957C—Freeon silt loam, end moraine, 6 to 15

percent slopes, very stony ........................... 53

2015—Pits.......................................................... 54

3011A—Barronett silt loam, 0 to 2 percent

slopes .......................................................... 54

3456A—Magnor, very stony-Magnor complex,

ground moraine, 0 to 3 percent slopes ......... 54

3525C—Newood, very stony-Padwood-Padus

complex, 6 to 15 percent slopes .................. 55

3546C—Newood-Pence complex, 6 to 15

percent slopes, very stony ........................... 56

3556C—Newood, very stony-Magnor, very

stony-Cathro complex, 0 to 15 percent

slopes .......................................................... 56

3561A—Pesabic, very stony-WorwoodWorcester complex, 0 to 3 percent

slopes .......................................................... 57

3569C—Newood, very stony-Pesabic, very

stony-Cathro complex, 0 to 15 percent

slopes .......................................................... 58

3666B—Pesabic sandy loam, 0 to 4 percent

slopes, very stony ........................................ 59

3863C—Crystal Lake-Freeon, very stonyAntigo complex, 6 to 15 percent slopes ....... 60

9052A—Cathro-Capitola, very stony-Lupton

complex, 0 to 1 percent slopes .................... 61

9055A—Loxley peat, 0 to 1 percent slopes ........ 61

9060D—Pelissier sandy loam, 20 to 45

percent slopes ............................................. 62

9071B—Freeon silt loam, 5 to 10 percent

slopes, very stony ........................................ 62

9077C—Freeon silt loam, 10 to 20 percent

slopes, very stony ........................................ 63

9078A—Freeon, very stony-Magnor, very

stony-Ossmer complex, 0 to 5 percent

slopes .......................................................... 63

9081C—Newot sandy loam, 10 to 30 percent

slopes, very stony ........................................ 64

9082B—Newood sandy loam, 5 to 10 percent

slopes, very stony ........................................ 64

9083A—Crystal Lake silt loam, 0 to 5 percent

slopes .......................................................... 65
7

9083B—Crystal Lake silt loam, 5 to 10

percent slopes ............................................. 65

9086A—Freeon silt loam, 0 to 5 percent

slopes, very stony ........................................ 65

9087C—Crystal Lake-Freeon, very stonyNewot, very stony, complex, 10 to 20

percent slopes ............................................. 66

9088A—Newood-Capitola complex, 0 to 5

percent slopes, very stony ........................... 67

9089B—Newood, very stony-Lupton complex,

0 to 10 percent slopes.................................. 67

9090C—Newood, very stony-Newot, very

stony-Lupton complex, 0 to 30 percent

slopes .......................................................... 68

9092D—Newot sandy loam, 20 to 45 percent

slopes, very stony ........................................ 69

9093C—Pence-Padus complex, 10 to 30

percent slopes ............................................. 69

9096C—Newot, very stony-Pesabic, very

stony-Lupton complex, 0 to 30 percent

slopes .......................................................... 70

9097B—Newood-Padus complex, 5 to 10

percent slopes, very stony ........................... 71

9098A—Oesterle loam, 0 to 3 percent slopes .... 72

9099B—Antigo silt loam, 5 to 10 percent

slopes .......................................................... 72

9197C—Pelissier very cobbly sandy loam,

10 to 30 percent slopes................................ 72

M-W—Miscellaneous water................................ 73

W—Water........................................................... 73

Use and Management of the Soils ...................... 75

Interpretive Ratings ............................................ 75

Rating Class Terms ........................................ 75

Numerical Ratings.......................................... 75

Crops and Pasture ............................................. 75

Cropland Management Considerations .......... 76

Crop Yield Estimates ...................................... 77

Land Capability Classification ........................ 77

Prime Farmland ............................................. 78

Windbreaks and Environmental Plantings .......... 80

Conservation Tree/Shrub Suitability Groups ... 80

Forest Land Management and Productivity ........ 80

Forest Land Harvest Equipment

Considerations ...................................... 81

Forest Haul Road Considerations .................. 81

Forest Log Landing Considerations................ 82

Forest Land Site Preparation and Planting

Considerations ...................................... 83

Forest Productivity ......................................... 83

Forest Habitat Types ...................................... 83

Recreation .......................................................... 86

Wildlife Habitat ................................................... 87

Engineering ........................................................ 89

Building Site Development ............................. 91

Sanitary Facilities ........................................... 92

Construction Materials ................................... 93

Agricultural Waste Management .................... 94

Water Management........................................ 97

Soil Properties ...................................................... 99

Engineering Index Properties ............................. 99

Physical Properties .......................................... 100

Chemical Properties ......................................... 101

Water Features ................................................. 102

Soil Features .................................................... 103

Engineering Index Test Data ............................. 104

Classification of the Soils .................................. 105

Soil Series and Their Morphology..................... 105

Aftad Series ................................................. 105

Almena Series ............................................. 106

Antigo Series ............................................... 107

Auburndale Series ....................................... 108

Barronett Series ........................................... 109

Beseman Series .......................................... 110

Blackriver Series .......................................... 110

Brander Series ............................................. 111

Brill Series.................................................... 112

Capitola Series............................................. 113

Cathro Series ............................................... 114

Cebana Series ............................................. 115

Comstock Series .......................................... 116

Crystal Lake Series ...................................... 117

Fordum Series ............................................. 118

Freeon Series .............................................. 118

Loxley Series ............................................... 120

Loyal Series ................................................. 120

Lupton Series ............................................... 121

Magnor Series ............................................. 122

Manitowish Series ........................................ 123

Maplehurst Series ........................................ 124

Marshfield Series ......................................... 125
8

Minocqua Series .......................................... 125

Moppet Series .............................................. 126

Newood Series............................................. 127

Newot Series................................................ 129

Oesterle Series ............................................ 130

Ossmer Series ............................................. 131

Padus Series................................................ 132

Padwood Series ........................................... 133

Pelissier Series ............................................ 134

Pence Series................................................ 135

Pesabic Series ............................................. 136

Plover Series................................................ 137

Poskin Series ............................................... 138

Rib Series .................................................... 139

Ribriver Series ............................................. 140

Santiago Series............................................ 141

Sconsin Series ............................................. 142

Spencer Series ............................................ 143

Tipler Series ................................................. 144

Withee Series .............................................. 145

Worcester Series ......................................... 146

Worwood Series ........................................... 148

Formation of the Soils........................................ 151

References .......................................................... 153

Glossary .............................................................. 155

Tables .................................................................. 169

Table 1.—Temperature and Precipitation .......... 170

Table 2.—Freeze Dates in Spring and Fall........ 171

Table 3.—Growing Season ............................... 171

Table 4.—Acreage and Proportionate Extent

of the Soils ................................................. 172

Table 5.—Cropland Management

Considerations ........................................... 174

Table 6a.—Land Capability and Yields per

Acre of Crops ............................................. 194

Table 6b.—Land Capability and Yields per

Acre of Crops ............................................. 201

Table 7.—Prime Farmland ................................ 208

Table 8.—Windbreaks and Environmental

Plantings .................................................... 209

Table 9.—Conservation Tree/Shrub

Suitability Groups ....................................... 228

Table 10.—Forest Land Harvest Equipment

Considerations ........................................... 235

Table 11.—Forest Haul Road

Considerations ........................................... 242

Table 12.—Forest Log Landing

Considerations ........................................... 250

Table 13.—Forest Land Site Preparation

and Planting Considerations ...................... 258

Table 14.—Forest Productivity .......................... 268

Table 15.—Forest Habitat Types ....................... 293

Table 16a.—Recreation .................................... 301

Table 16b.—Recreation .................................... 320

Table 17.—Wildlife Habitat ................................ 335

Table 18a.—Building Site Development ............ 344

Table 18b.—Building Site Development ............ 358

Table 19a.—Sanitary Facilities ......................... 376

Table 19b.—Sanitary Facilities.......................... 395

Table 20a.—Construction Materials .................. 410

Table 20b.—Construction Materials .................. 422

Table 21a.—Agricultural Waste Management ... 443

Table 21b.—Agricultural Waste Management ... 470

Table 22.—Water Management ........................ 497

Table 23.—Engineering Index Properties ......... 512

Table 24.—Physical Properties of the Soils ...... 599

Table 25.—Chemical Properties of the Soils..... 619

Table 26.—Soil Moisture Status by Depth ........ 639

Table 27.—Flooding Frequency and Duration ... 662

Table 28.—Ponding Frequency, Duration,

and Depth .................................................. 673

Table 29.—Soil Features .................................. 686

Table 30.—Engineering Index Test Data ........... 697

Table 31.—Classification of the Soils ................ 699

Issued July 2005
9

This soil survey contains information that affects land use planning in this survey

area. It contains predictions of soil behavior for selected land uses. The survey also

highlights soil limitations, improvements needed to overcome the limitations, and the

impact of selected land uses on the environment.

This soil survey is designed for many different users. Farmers, foresters, and

agronomists can use it 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 survey 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 survey 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 shallow to bedrock. 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 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
10

Where To Get Updated Information

The soil properties and interpretations included in this survey were current as of

January 2004. More current information may be available from the Natural Resources

Conservation Service (NRCS) Field Office Technical Guide at Medford, 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

Medford Service Center

925 Donald Street, Room 101

Medford, WI 54451-2099

Phone: 715-748-4121
11

TAYLOR COUNTY is in north-central Wisconsin (fig. 1).

It is bounded on the north by Price and Rusk

Counties, on the east by Lincoln and Marathon

Counties, on the south by Marathon and Clark

Counties, and on the west by Chippewa and Rusk

Counties. Taylor County has a total area of 628,538

acres.

In 1990, the population of the county was 18,901.

Medford, the county seat, had a population of 4,283.

The majority of privately owned land in Taylor

County is used as farmland. Agriculture, lumbering,

manufacturing, recreation, and tourism also are part of

the Taylor County economy.

General Nature of the Survey Area

This section provides some general information

about the survey area. It describes history and

development; climate; physiography, relief, and

drainage; geology and underlying material; water

supply; transportation facilities and industry; forestry;

and farming.

History and Development

The original inhabitants of the survey area were

woodland Native Americans, dominantly the Chippewa

tribe (Mravik, 1997). Little is known about the history of

the area during the period when Wisconsin was

controlled by the English and French. There is no

known record of any exploration in this area, which lies

between the Chippewa and Wisconsin Rivers,

Soil Survey of

Taylor County, Wisconsin

By Joseph M. Boelter, Stacy S. Eichner, Angela M. Elg, William D. Fiala, and

Richard M. Johannes, Natural Resources Conservation Service

Fieldwork by Joseph M. Boelter, John E. Campbell, Roger A. Dahl, Stacy S. Eichner,

Angela M. Elg, William D. Fiala, Ulf B. Gafvert, Sam D. Hagedorn, Dale E. Jakel,

Richard M. Johannes, John L. Langton, Kenneth W. Lubich, Tim J. Miland,

Augustine J. Otter, and Robert D. Weihrouch, Natural Resources Conservation Service,

and Leonard S. Kempf and Gregory A. Knight, Forest Service

United States Department of Agriculture, Natural Resources Conservation Service and

Forest Service,

in cooperation with the Research Division of the College of Agricultural and Life

Sciences, University of Wisconsin

Figure 1.—Location of Taylor County in Wisconsin.
12 Soil Survey of

because there were no large streams within its

borders connecting it to either river (Hafs and others,

1981).

Taylor County was created from parts of Lincoln,

Clark, Marathon, and Chippewa Counties. It was

established as a result of an act by the State

Legislature in 1875. The origin of the name is

uncertain. One assumption is that the name was in

honor of the Governor of Wisconsin, William R. Taylor.

Another is that the county was named for David Taylor,

a prominent jurist at that time and later a State

Supreme Court Justice (Taylor County, Wisconsin,

1994).

The timber industry was the first industry to be

established in Taylor County. The main species of

timber harvested during the early logging years was

the valuable eastern white pine. Medford was the first

organized town in the county, but as the timber

industry grew, other towns were created wherever

there was a sawmill (Rusch, 1996). The first railroad

arrived in Taylor County in 1873. After 60 years of

logging, the timber resource became depleted and the

settlers turned to farming. As more land was cleared,

there was an increase in the number of homesteads.

In the 1880s and 1890s, the Native American

population increased as tribal members came from the

west (primarily Kansas) to gather cranberries and

blueberries, to hunt, and to make maple sugar in the

Perkinstown area. In 1990, an epidemic of smallpox

reduced the Native American population by half. Many

of the remaining Native Americans have since left the

area.

Climate

Table 1 gives data on temperature and precipitation

for the survey area as recorded at Medford in the

period 1971 to 2000. Table 2 shows probable dates of

the first freeze in fall and the last freeze in spring.

Table 3 provides data on the length of the growing

season.

In winter, the average temperature is 13.8 degrees

F and the average daily minimum temperature is 4.1

degrees. The lowest temperature on record, which

occurred at Medford on March 1, 1962, is -40 degrees.

In summer, the average temperature is 65.6 degrees

and the average daily maximum temperature is 76.6

degrees. The highest temperature, which occurred at

Medford on July 14, 1995, is 95 degrees.

Growing degree days are shown in table 1. 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 33.27 inches. Of

this, 20.8 inches, or about 63 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 4.77 inches at Medford on July

8, 1959. Thunderstorms occur on about 37 days each

year, and most occur in July.

The average seasonal snowfall is 37.9 inches. The

greatest snow depth at any one time during the period

of record was 48 inches recorded on March 9, 1972.

On an average, 110 days per year have at least 1 inch

of snow on the ground. The heaviest 1-day snowfall on

record was 12 inches recorded on February 5, 1971.

The average relative humidity in midafternoon is

about 59 percent. Humidity is higher at night, and the

average at dawn is about 78 percent. The sun shines

69 percent of the time possible in summer and 51

percent in winter. The prevailing wind is from the

northwest. Average windspeed is highest, 12.3 miles

per hour, in April.

Physiography, Relief, and Drainage

Taylor County is in the Northern Highlands

physiographic region of Wisconsin. The highest

elevation in the county, 1,805 feet above sea level, is

on a hill bordering the north side of James Lake in the

northeastern part of the county. The lowest elevation,

1,104 feet above sea level, is in the northwestern part

of the county at a point where the Jump River leaves

the county.

The physiography, relief, and drainage of Taylor

County are primarily the result of glaciation. Thick

glacial deposits in most areas overlie Precambrian

and Cambrian rock, although rock outcrops also occur

along parts of the Jump River and the Yellow River.

The rest of the county is covered by drift from various

glacial advances.

The most prominent physiographic feature is an

end moraine, locally named the Perkinstown end

moraine, which extends from the northeast corner of

the county to the southwest corner. The highest

elevations and roughest terrain are within the end

moraine. The landscape has high relief and features

wetlands, lakes, and preserved glacial landforms.

The Perkinstown Moraine separates the

northeastern and southwestern parts of the county. In

the southeastern part of Taylor County, the terrain has

very low relief. This area was glaciated at an earlier
Taylor County, Wisconsin 13

time, and erosion has since destroyed the glacial

landforms. As a result, the landscape is gently rolling

and has very few surface stones.

The northwestern part of the county was covered

by ice during the last part of the glaciation. Because

erosion has not greatly modified the area, the glacial

landscapes have been preserved. This area probably

closely resembles the shape of the bed of the

Chippewa Lobe (Attig, 1993). The landscape is of low

relief and gently rolling. Small hilly areas and small

eskers occur in places.

Taylor County is drained by three main drainage

systems. The Wisconsin River system, which includes

the Big Rib River and its tributaries, drains the eastern

part of the county. The western part of the county is

drained by the Chippewa River system. The major

waterways in this drainage system in Taylor County

include the Jump River, the Yellow River, the

Mondeaux River, the North Fork of the Eau Claire

River, and the Fisher River and its tributaries. The

Black River and its tributaries drain the rest of the

county.

Geology and Underlying Material

The landscape of Taylor County and the distribution

and character of the geologic material that overlies

Precambrian rock are a direct result of glaciation.

During the last part of the Wisconsin Glaciation,

between about 25,000 and 15,000 years ago, the

Laurentide Ice Sheet reached its maximum extent in

north-central Wisconsin. At that time the glacier

covered northern and western Taylor County (Attig,

1993). The remainder of the county had been

glaciated several times earlier, during the Pleistocene

Epoch. The timing of these earlier glaciations in northcentral Wisconsin is not well understood. It is possible

that some may have occurred as early as late in the

Pliocene Epoch.

Taylor County is underlain predominantly by Early

Proterozoic metavolcanic rock that is part of the

Penokean volcanic belt. The metavolcanic rock is

intruded by granitic rock in the southeastern,

northeastern, and northwestern parts of the county.

Outliers of Cambrian sandstone occur in places. PrePleistocene rock occurs at the surface only in a few

places in the county, but outcrops are common along

parts of the Jump River and the Yellow River. No

sedimentary record is known for events between the

deposition of the Cambrian sandstone and the

Pleistocene glaciations in Taylor County.

The various glacial landforms and deposits in Taylor

County can be divided into distinct zones. Each zone

contains material and features that record a geologic

history different from that in the other zones.

The Edgar till plain in southeastern Taylor County

contains till of the Medford and Edgar Members of the

Marathon Formation. Till of the Edgar Member occurs

at or near the surface throughout most of the area. In

places, the Medford Member occurs in the subsurface.

In southeastern Taylor County, the Marathon

Formation is typically less than 15 meters thick.

The Merrill till plain contains till of the Merrill

Member of the Lincoln Formation. Till of the Merrill

Member is the surface till in a broad band across

south-central and east-central Taylor County. Merrill till

overlies Edgar and Medford till of the Marathon

Formation.

The marginal zone of the Chippewa and Wisconsin

Valley Lobes includes the thickest Pleistocene

sediment in Taylor County. This zone extends from the

southwest corner of the county to the northeast corner

and is characterized by a high-relief landscape with

well preserved glacial landforms, lakes, and wetlands.

Some of the features in this zone include ice-marginal

ridges, hilly topography, and ice-walled lake plains. An

area of tunnel channels and eskers at the Mondeaux

Flowage is associated with melting water cutting

through a marginal zone where the glacier was frozen

to its bed. The deposition of the eskers was likely

during the last phase of drainage through the tunnel to

the ice margin.

The Black River Lobe in the central part of Taylor

County near Whittlesey is an area of well preserved

glacial landforms that extends beyond the moraine

ridge and outwash plain formed along the margin of

the late Wisconsin Chippewa Lobe. The most

conspicuous glacial landforms preserved in the area

are ice-walled plains. The margins of the Black River

Lobe form part of the drainage divide around the

upper part of the Black River. The Black River Lobe

was most likely a small offshoot of the Chippewa Lobe

that reached its maximum position slightly before the

Chippewa Lobe margin stabilized to the northwest.

North of the marginal zone of the Chippewa Lobe

lies the till plain of the Chippewa Lobe, which is

underlain by uniform till of the Copper Falls Formation.

The landscape is a low-relief, gently rolling till plain.

Small areas of hilly topography occur in places, and

small eskers also occur. Copper Falls till is typically

less than 10 meters thick and overlies meltwaterstream sediment or older glacial material in many

areas. The loess cover is typically less than 0.5 meter

thick. Erosion has probably not greatly modified the

late glacial landscape, except along large, late- or

post-glacial drainageways.
14 Soil Survey of

A streamlined zone of the Chippewa Lobe is in

northwestern Taylor County. The orientation of hills

and intervening wetlands characterizes a landscape

that has a strong northeast-southwest grain and that

extends northward into Price and Rusk Counties. The

till is of the Copper Falls Formation and is similar to

the till that occurs throughout western Taylor County.

Till of the Lincoln or Marathon Formation occurs in

places beneath till of the Copper Falls Formation. The

origin of the topography in this area is unclear, but it is

possible that the elongate hills and wetlands in

northwestern Taylor County are a reflection of the

structurally controlled topography of the Precambrian

rock surface.

Water Supply

Taylor County has many streams, lakes, and rivers

that furnish about 7,364 acres of surface water. Of this

total, about 6,116 acres is the surface water of 283

lakes and impoundments. There are 67 named

streams and rivers that account for about 494 miles

and 1,248 surface acres of water in Taylor County

(Haanpaa and others, 1970).

Of the 283 lakes in the county, 250, or 88 percent,

are natural but account for only 36 percent of the total

lake acreage; 33 lakes, or about 12 percent, are

impounded waters and account for 64 percent of the

lake surface area. Most of the lakes are small; 217, or

about 77 percent, are less than 10 acres. Lakes in this

size class make up only 9 percent of the surface area

of lakes. Only four lakes (less than 1 percent) are 100

acres or larger, and these lakes account for 59 percent

of the surface lake acreage. The largest lake is known

as Chequamegon Waters, an impoundment of 2,730

acres. This lake contains 45 percent of the surface

area of lakes in the county.

Maximum lake depths range considerably from

shallow pondlike lakes to the deeper bog lakes. The

three deepest lakes in Taylor County are North Twin

Lake and Spruce Lake (each with a maximum depth of

60 feet) and Lake Thirty-Three (which has a maximum

depth of 61 feet).

In Taylor County, surface water is used mainly for

recreation, watering stock, and wildlife. The village of

Rib Lake at one time used water from the Big Rib

River for municipal supplies, but the community now

relies on two ground-water wells to meet its water

needs.

Ground-water resources supply most water needs

in the county. Ground water is generally available in

sufficient quantities to meet domestic, agricultural,

municipal, and industrial needs.

The depth to ground water below the soil surface

depends on the general topography, elevation above

the permanent stream level, and the lithology of the

underlying bedrock and glacial deposits. Water is

stored in porous and permeable strata called aquifers.

The quantity of water that can be tapped from an

aquifer depends on its thickness and extent, the rate

of water movement through it, the recharge rate to the

aquifer, and the storage capacity of the aquifer.

The availability of ground water varies locally.

Onsite investigation is needed when water

developments are planned.

The saturated sand and gravel aquifers associated

with outwash plains yield the largest quantities of

water. Yields are generally up to 200 gallons per

minute. In Taylor County, most of the ground water is

obtained from sand and gravel deposits in or under the

till of ground moraines or from sand and gravel

deposits in areas of end moraine. These yields are

typically less than 50 gallons per minute, but local

wells may yield 100 to 200 gallons per minute (Young

and Borman, 1973). The Precambrian rock underlying

the county is not considered a significant source of

water. The availability of water from the bedrock is

difficult to predict but is probably less than 5 gallons

per minute.

The quality of the ground water in Taylor County is

basically good. Regional differences are a result of the

composition, solubility, and surface area of the

particles of soil and rock through which the water

moves and of the length of time the water is in contact

with these materials. Local problems with ground

water include hardness, high concentrations of iron,

and dissolved solids (Devaul and Green, 1971).

Transportation Facilities and Industry

Taylor County is served by 6 State highways and 17

county roads. The major north-south highways are

State Highway 13 in the eastern part of the county and

State Highway 73 in the western part. The major eastwest highway is State Highway 64, which crosses

southern Taylor County. State Highway 102 serves the

Rib Lake area in the northeastern part of the county.

The county road system completes a secondary road

network connecting local communities to Medford, the

county seat. The county has rail service, and an

airport southeast of Medford serves small aircraft.

Most of the industry in Taylor County is related to

manufacturing forest products. Forest products

produced locally include windows, window grids,

molding, plywood, cabinets, and specialty wood

products. The county has a number of agriculturerelated industries. There are several cheese

processors and a pizza manufacturer. Other local
Taylor County, Wisconsin 15

industries produce plastic and metal components.

Construction and trucking complement the

manufacturing industry.

The many lakes and streams and the surrounding

forested areas provide year-round opportunities for

recreation and tourism. A wide variety of outdoor

activities, such as fishing, hunting, boating, waterskiing, swimming, camping, hiking, bicycling,

horseback riding, ATV riding, snowmobiling, and

downhill and cross-country skiing are enjoyed by

visitors and vacationers (Albrecht, 1997).

Forestry

Most of Taylor County was forested prior to

settlement. The forests were a mixture of eastern

white pine, northern hardwoods, hemlock, lowland

hardwoods, and swamp conifers. Lumbering in Taylor

County began with the depletion of the eastern white

pine stock in neighboring Clark County and the

construction of the railroad in Taylor County in 1873

(Latton and others, 1974). Logging companies, chiefly

from La Crosse, sent their crews from Clark County

farther up the Black River Valley to cut eastern white

pine in Taylor County and float the logs down to their

mills to be sawed. Other companies sent their crews

up the Yellow, Rib, and Jump River Valleys (Hafs and

others, 1981).

From the 1870s to the early 1900s, the railroads

expanded their routes in Taylor County. The towns of

Medford, Chelsea, Westboro, Rib Lake, Jump River,

Gilman, and Hannibal were established as sawmills

were built to process the pine. As the supply of

eastern white pine declined in the 1880s, loggers

turned their attention to hemlock. Hemlock bark was

used to make tannin, and tanneries were established

at Perkinstown, Rib Lake, and Medford (Latton, 1975).

Lumbering has remained a major enterprise in

Taylor County. In 1996, 126 harvesters were

harvesting timber and 2 sawmills were operating.

About 5,635,000 cords of growing stock, including

963,007,000 board feet of sawtimber, was removed

from the forest. This harvest was about 45 percent of

the net annual growth of growing stock. Hardwoods,

mostly aspen and maple, made up about 76 percent of

the harvest (Schmidt, 1996).

Growing Christmas trees is an important enterprise

for many landowners in Taylor County (fig. 2). Several

thousand acres of land is used for the trees, mostly

balsam fir, white spruce, Scotch pine, and eastern

white pine. Conifer boughs, mostly balsam fir, are

harvested by private individuals from native stands for

the use of Christmas trimmings and are sold locally.

Most of the trees are transported to southern markets,

but many are sold locally.

The collection of sugar maple sap and the

production of maple syrup also are important forestry

enterprises (fig. 3). The sap is refined into maple syrup

or sold to major refineries in the area. Because the

county has large acreages of sugar maple, there is a

potential for increased production of maple syrup.

Tapping these trees for sap, however, lowers the

quality of veneer sawlogs because of staining near the

boreholes.

Some timber harvesters cut hardwood poletimber

for firewood. The firewood market fluctuates, however,

depending on the costs of other types of fuel.

Farming

Farming began in Taylor County in conjunction with

lumbering. Feed and produce were grown in clearings

that were established in areas close to the logging

camps. Most farmers worked in logging camps or

sawmills in the winter and enlarged and cultivated their

cropland in the summer. They used their winter

earnings to improve their farms (Hafs and others,

1981).

There were only 266 farms in Taylor County in

1880. The major crops produced were hay and oats,

but some corn, barley, potatoes, wheat, and rye also

were grown. Most early farmers kept small herds of

cows for milk, which was also converted to butter.

Dairying started with the sale of surplus milk, cream,

and butter. It increased rapidly after the cheese

industry was developed in the early 1900s (Latton and

others, 1974).

The number of farms peaked at about 3,300 in the

early 1940s and has declined since then (Taylor

County, Wisconsin, 1994). There were 2,865 farms in

1950 and only 1,570 farms in 1975 (Taylor County Soil

and Water Conservation District, 1977). By 1995, the

number of farms had declined to 1,090 (Albrecht,

1997).

Dairying is still the main farming enterprise in the

county. The trend is toward fewer dairy farms, larger

herds, and more efficient husbandry. Although there

has been a decline in the total number of milk cows in

recent years, the average per cow increase in

productivity has nearly offset this decline. The milk is

marketed mostly as cheese.

Some farming enterprises produce beef cattle,

hogs, chicken, sheep, buffalo, emu, and pheasants.

Special products produced by some enterprises

include ginseng, honey from bees, maple syrup,

Christmas trees, and fur from mink.
16 Soil Survey of

How This Survey Was Made

This survey was made to provide information about

the soils and miscellaneous areas in the survey area.

The information includes a description of the soils and

miscellaneous areas and their location and a

discussion of their properties and the subsequent

effects on suitability, limitations, and management for

specified uses. 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

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

scientists must determine the boundaries between the

soils. They can observe only a limited number of soil

profiles. Nevertheless, these observations,

Figure 2.—Sheared conifers in an area of Freeon, very stony-Freeon complex, ground moraine, 1 to 6 percent slopes.
Taylor County, Wisconsin 17

supplemented by an understanding of the soilvegetation-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 studied. They 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 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 the zone of

wet soil moisture status 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.

The Medford Ranger District of the Chequamegon

National Forest is within Taylor County. The land in this

area was mapped by Forest Service staff and by a

private contractor hired by the Forest Service. Map

units were defined at the Ecological Land Type (ELT)

level. The Natural Resources Conservation Service

progressively correlated these ELT map units to

consociations, complexes, and undifferentiated groups

of soil series recognized by the National Cooperative

Soil Survey. The final correlation of the Taylor County

survey incorporated the correlated map units from the

final field correlation of the Chequamegon National

Forest, Medford Ranger District, as revised in

February 1996.

The descriptions, names, and delineations of the

Figure 3.—Collection of sugar maple sap in an area of

Comstock-Magnor, very stony-Ossmer complex, 0 to 3

percent slopes.
18

soils in this survey area do not fully agree with those

of the soils in adjacent survey areas. Differences are

the result of a better knowledge of soils, modifications

in series concepts, or variations in the intensity of

mapping or in the extent of the soils in the survey

areas.
19

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.

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, Crystal Lake silt loam, 2 to

6 percent slopes, is a phase of the Crystal Lake

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.

Almena silt loam, 0 to 3 percent slopes, is an example.

Some map units are made up of two or more

dominant components. These map units are

complexes or undifferentiated groups.

Soil Map Unit Descriptions
20 Soil Survey of

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. Newood, very stony-Pesabic, very stonyCathro complex, 0 to 15 percent slopes, is an example

(fig. 4).

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. Loxley and Beseman soils,

0 to 1 percent slopes, is an undifferentiated group in

this survey area (fig. 5).

This survey includes miscellaneous areas. Such

areas have little or no soil material and support little or

no vegetation. The map unit Pits is an example.

Table 4 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.

Figure 4.—An area of Newood, very stony-Pesabic, very stony-Cathro complex, 0 to 15 percent slopes, used as pastureland. The

Newood soil is in the hilly area in the background. The cattails in the center are in an area of Cathro muck. The Pesabic soil is

in the foreground.
Taylor County, Wisconsin 21

22A—Comstock silt loam, 0 to 3 percent

slopes

Component Description

Comstock and similar soils

Extent: 80 to 100 percent of the unit

Geomorphic component: Lake plains and stream

terraces

Position on the landform: Footslopes

Slope range: 0 to 3 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

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 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

Figure 5.—An area of Loxley and Beseman soils, 0 to 1 percent slopes. The typical vegetation in areas of these soils is leatherleaf,

sphagnum moss, and stunted black spruce and tamarack.
22 Soil Survey of

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

Dissimilar Components

Barronett soils: 0 to 10 percent of the unit

Crystal Lake soils: 0 to 10 percent of the unit

Major Uses

• Cropland, forest land, hayland, pasture

24A—Poskin silt loam, 0 to 3 percent

slopes

Component Description

Poskin and similar soils

Extent: 80 to 100 percent of the unit

Geomorphic component: Outwash plains and stream

terraces

Position on the landform: Footslopes

Slope range: 0 to 3 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat poorly drained

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 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

Dissimilar Components

Brander soils: 0 to 10 percent of the unit

Brill soils: 0 to 10 percent of the unit

Rib soils: 0 to 10 percent of the unit

Major Uses

• Cropland, forest land, hayland, pasture

43B—Antigo silt loam, 1 to 6 percent

slopes

Component Description

Antigo and similar soils

Extent: 80 to 100 percent of the unit

Geomorphic component: Outwash plains, stream

terraces, and outwash terraces

Position on the landform: Summits

Slope range: 1 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

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

Dissimilar Components

Brill soils: 0 to 10 percent of the unit

Sconsin soils: 0 to 10 percent of the unit

Rosholt soils: 0 to 5 percent of the unit

Major Uses

• Cropland, forest land, hayland, pasture

43C—Antigo silt loam, 6 to 15 percent

slopes

Component Description

Antigo and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Outwash plains, stream

terraces, and outwash terraces

Position on the landform: Backslopes and shoulders

Slope range: 6 to 15 percent
Taylor County, Wisconsin 23

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

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

Dissimilar Components

Padus soils: 0 to 10 percent of the unit

Rosholt soils: 0 to 10 percent of the unit

Major Uses

• Cropland, forest land, hayland, pasture

43D—Antigo silt loam, 15 to 30 percent

slopes

Component Description

Antigo and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Stream terraces, outwash

plains, and outwash terraces

Position on the landform: Backslopes and shoulders

Slope range: 15 to 30 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

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

Dissimilar Components

Padus soils: 0 to 10 percent of the unit

Rosholt soils: 0 to 10 percent of the unit

Major Uses

• Forest land, hayland, pasture

48B—Brill silt loam, 1 to 6 percent slopes

Component Description

Brill and similar soils

Extent: 75 to 100 percent of the unit

Geomorphic component: Outwash plains and stream

terraces

Slope range: 1 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Loess or silty alluvium over loamy

alluvium underlain by sandy or 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

inches

Content of organic matter in the upper 10 inches: 2.3

percent

Typical profile:

Ap—0 to 7 inches; silt loam

E—7 to 11 inches; silt loam

E/B—11 to 19 inches; silt loam

Bt1—19 to 34 inches; silt loam

2Bt2—34 to 38 inches; loam

3C—38 to 60 inches; stratified sand to very

gravelly coarse sand
24 Soil Survey of

Dissimilar Components

Brander soils: 0 to 15 percent of the unit

Antigo soils: 0 to 10 percent of the unit

Poskin soils: 0 to 10 percent of the unit

Major Uses

• Cropland, hayland, pasture, forest land

57B—Spencer silt loam, 1 to 6 percent

slopes

Component Description

Spencer and similar soils

Extent: 70 to 100 percent of the unit

Geomorphic component: Ground moraines

Slope range: 1 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Loess or silty alluvium underlain by

loamy till

Flooding: None

Shallowest depth to wet zone: 1 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: 10.6

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 22 inches; silt loam

B/E—22 to 30 inches; silt loam

Bt1—30 to 42 inches; silt loam

2Bt2—42 to 48 inches; loam

2C—48 to 72 inches; sandy loam

Dissimilar Components

Almena soils: 0 to 15 percent of the unit

Freeon soils: 0 to 15 percent of the unit

Major Uses

• Cropland, hayland, pasture, forest land

59A—Almena silt loam, 0 to 3 percent

slopes

Component Description

Almena and similar soils

Extent: 65 to 100 percent of the unit

Geomorphic component: Ground moraines

Slope range: 0 to 3 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

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: 11.1

inches

Content of organic matter in the upper 10 inches: 3.3

percent

Typical profile:

Ap—0 to 9 inches; silt loam

E/B—9 to 13 inches; silt loam

B/E—13 to 21 inches; silt loam

Bt—21 to 42 inches; silt loam

2C—42 to 60 inches; sandy loam

Dissimilar Components

Auburndale soils: 0 to 15 percent of the unit

Magnor soils: 0 to 15 percent of the unit

Freeon soils: 0 to 5 percent of the unit

Spencer soils: 0 to 5 percent of the unit

Major Uses

• Cropland, hayland, pasture, forest land

63B—Crystal Lake silt loam, 2 to 6

percent slopes

Component Description

Crystal Lake and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Kames, lake plains, and

stream terraces

Position on the landform: Summits
Taylor County, Wisconsin 25

Slope range: 2 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Mostly silty lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 2 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

Dissimilar Components

Aftad soils: 0 to 10 percent of the unit

Comstock soils: 0 to 10 percent of the unit

Major Uses

• Cropland, forest land, hayland, pasture

63C—Crystal Lake silt loam, 6 to 12

percent slopes

Component Description

Crystal Lake and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Kames, lake plains, and

stream terraces

Position on the landform: Backslopes and shoulders

Slope range: 6 to 12 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Mostly silty lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 2 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

Dissimilar Components

Aftad soils: 0 to 10 percent of the unit

Major Uses

• Cropland, forest land, hayland, pasture

63D—Crystal Lake silt loam, 12 to 20

percent slopes

Component Description

Crystal Lake and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Kames, lake plains, and

stream terraces

Position on the landform: Backslopes and shoulders

Slope range: 12 to 20 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

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
26 Soil Survey of

Dissimilar Components

Antigo soils: 0 to 10 percent of the unit

Major Uses

• Pasture, forest land

63E—Crystal Lake silt loam, 20 to 35

percent slopes

Component Description

Crystal Lake and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Lake plains, kames, and

stream terraces

Position on the landform: Backslopes and shoulders

Slope range: 20 to 35 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

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

Dissimilar Components

Antigo soils: 0 to 10 percent of the unit

Major Uses

• Forest land

77A—Auburndale silt loam, 0 to 2 percent

slopes

Component Description

Auburndale and similar soils

Extent: 60 to 100 percent of the unit

Geomorphic component: Depressions and

drainageways on ground moraines

Slope range: 0 to 2 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Poorly drained

Parent material: Loess or silty 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

(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: 11.6

inches

Content of organic matter in the upper 10 inches: 5.5

percent

Typical profile:

Ap—0 to 7 inches; silt loam

Eg—7 to 14 inches; silt loam

Btg1—14 to 41 inches; silt loam

2Btg2—41 to 53 inches; loam

2C—53 to 60 inches; sandy loam

Dissimilar Components

Cathro soils: 0 to 15 percent of the unit

Cebana soils: 0 to 15 percent of the unit

Almena soils: 0 to 10 percent of the unit

Auburndale soils that are subject to flooding for brief

periods: 0 to 5 percent of the unit

Major Uses

• Forest land, wetland wildlife habitat

182B—Padus sandy loam, 0 to 6 percent

slopes

Component Description

Padus and similar soils

Extent: 75 to 100 percent of the unit

Geomorphic component: Outwash plains, stream

terraces, and eskers

Position on the landform: Summits

Slope range: 0 to 6 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained
Taylor County, Wisconsin 27

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

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

Dissimilar Components

Pence soils: 0 to 15 percent of the unit

Tipler soils: 0 to 10 percent of the unit

Major Uses

• Cropland, forest land, pasture, wildlife habitat

182C—Padus sandy loam, 6 to 15 percent

slopes

Component Description

Padus and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Eskers, outwash plains, and

stream terraces

Position on the landform: Backslopes and shoulders

Slope range: 6 to 15 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

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

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

Dissimilar Components

Pence soils: 0 to 15 percent of the unit

Major Uses

• Cropland, forest land, pasture, wildlife habitat

182D—Padus sandy loam, 15 to 30

percent slopes

Component Description

Padus and similar soils

Extent: 80 to 100 percent of the unit

Geomorphic component: Eskers, outwash plains, and

stream terraces

Position on the landform: Backslopes and shoulders

Slope range: 15 to 30 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

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

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

Dissimilar Components

Pence soils: 0 to 15 percent of the unit

Pelissier soils: 0 to 10 percent of the unit

Major Uses

• Pasture, forest land, wildlife habitat
28 Soil Survey of

192A—Worcester sandy loam, 0 to 3

percent slopes

Component Description

Worcester and similar soils

Extent: 75 to 100 percent of the unit

Geomorphic component: Stream terraces and

outwash plains

Position on the landform: Footslopes

Slope range: 0 to 3 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

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 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

Dissimilar Components

Minocqua soils: 0 to 15 percent of the unit

Tipler soils: 0 to 15 percent of the unit

Major Uses

• Cropland, forest land, pasture, wildlife habitat

193A—Minocqua muck, 0 to 2 percent

slopes

Component Description

Minocqua and similar soils

Extent: 70 to 100 percent of the unit

Geomorphic component: Depressions and

drainageways on outwash plains and stream

terraces

Slope range: 0 to 2 percent

Texture of the surface layer: Muck

Depth to restrictive feature: Very deep (more than 60

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

Dissimilar Components

Cathro soils: 0 to 10 percent of the unit

Oesterle soils: 0 to 10 percent of the unit

Worcester soils: 0 to 10 percent of the unit

Minocqua soils that are subject to flooding for brief

periods: 0 to 5 percent of the unit

Major Uses

• Forest land, wetland wildlife habitat

215B—Pence sandy loam, 0 to 6 percent

slopes

Component Description

Pence and similar soils

Extent: 75 to 100 percent of the unit

Geomorphic component: Stream terraces and

outwash plains

Position on the landform: Summits

Slope range: 0 to 6 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Mostly loamy alluvium underlain by

stratified sandy and gravelly outwash
Taylor County, Wisconsin 29

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

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

Dissimilar Components

Padus soils: 0 to 15 percent of the unit

Manitowish soils: 0 to 10 percent of the unit

Major Uses

• Cropland, forest land, hayland, pasture, wildlife

habitat

215C—Pence sandy loam, 6 to 15 percent

slopes

Component Description

Pence and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Stream terraces and

outwash plains

Position on the landform: Backslopes and shoulders

Slope range: 6 to 15 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

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

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

Dissimilar Components

Padus soils: 0 to 15 percent of the unit

Major Uses

• Cropland, forest land, pasture, wildlife habitat

215D—Pence sandy loam, 15 to 30

percent slopes

Component Description

Pence and similar soils

Extent: 75 to 100 percent of the unit

Geomorphic component: Stream terraces and

outwash plains

Position on the landform: Backslopes and shoulders

Slope range: 15 to 30 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

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

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

Dissimilar Components

Padus soils: 0 to 15 percent of the unit

Pelissier soils: 0 to 10 percent of the unit

Major Uses

• Forest land, hayland, pasture, wildlife habitat
30 Soil Survey of

308B—Blackriver silt loam, 1 to 6 percent

slopes

Component Description

Blackriver and similar soils

Extent: 80 to 100 percent of the unit

Geomorphic component: Outwash plains and stream

terraces

Slope range: 1 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

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: 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: 10.7

inches

Content of organic matter in the upper 10 inches: 1.9

percent

Typical profile:

Ap—0 to 9 inches; silt loam

E/B—9 to 18 inches; silt loam

B/E—18 to 25 inches; silt loam

Bt1—25 to 48 inches; silt loam

2Bt2—48 to 52 inches; sandy loam

3C—52 to 60 inches; stratified sand to very

gravelly coarse sand

Dissimilar Components

Ribriver soils: 0 to 15 percent of the unit

Maplehurst soils: 0 to 10 percent of the unit

Major Uses

• Cropland, hayland, pasture, forest land

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

Component Description

Rib and similar soils

Extent: 70 to 100 percent of the unit

Geomorphic component: Drainageways on stream

terraces; drainageways and depressions on

outwash plains

Slope range: 0 to 2 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

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

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

Dissimilar Components

Cathro soils: 0 to 10 percent of the unit

Ossmer soils: 0 to 10 percent of the unit

Poskin soils: 0 to 10 percent of the unit

Rib soils that are subject to flooding for brief periods: 0

to 5 percent of the unit

Maplehurst soils: 0 to 5 percent of the unit

Major Uses

• Forest land, wetland wildlife habitat

324A—Maplehurst silt loam, 0 to 3

percent slopes

Component Description

Maplehurst and similar soils

Extent: 75 to 100 percent of the unit

Geomorphic component: Outwash plains and stream

terraces

Slope range: 0 to 3 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat poorly drained

Parent material: Loess or silty alluvium underlain by

sandy and gravelly outwash
Taylor County, Wisconsin 31

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: 4 feet (February, August)

Ponding: None

Available water capacity to a depth of 60 inches: 9.9

inches

Content of organic matter in the upper 10 inches: 1.9

percent

Typical profile:

Ap—0 to 9 inches; silt loam

E/B—9 to 16 inches; silt loam

B/E—16 to 25 inches; silt loam

Bt1—25 to 44 inches; silt loam

2Bt2—44 to 47 inches; sandy loam

3C—47 to 60 inches; stratified sand to very

gravelly coarse sand

Dissimilar Components

Ribriver soils: 0 to 15 percent of the unit

Rib soils: 0 to 10 percent of the unit

Blackriver soils: 0 to 5 percent of the unit

Major Uses

• Cropland, hayland, pasture, forest land

337A—Plover fine sandy loam, 0 to 3

percent slopes

Component Description

Plover and similar soils

Extent: 80 to 100 percent of the unit

Geomorphic component: Lake plains and stream

terraces

Position on the landform: Footslopes

Slope range: 0 to 3 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat poorly drained

Parent material: Mostly loamy lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: 5 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

Dissimilar Components

Aftad soils: 0 to 10 percent of the unit

Comstock soils: 0 to 5 percent of the unit

Oesterle soils: 0 to 5 percent of the unit

Major Uses

• Cropland, forest land, hayland, pasture

345B—Freeon, very stony-Sconsin

complex, 2 to 6 percent slopes

Component Description

Freeon, very stony, and similar soils

Extent: 40 to 60 percent of the unit

Geomorphic component: Moraines

Slope range: 2 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 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 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: 9.4

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oi—0 to 1 inch; slightly decomposed plant

material

A—1 to 5 inches; silt loam

Bw—5 to 9 inches; silt loam

E—9 to 13 inches; silt loam

E/B—13 to 19 inches; silt loam

2B/E—19 to 26 inches; sandy loam

2Bt—26 to 38 inches; sandy loam

2BCd—38 to 58 inches; sandy loam

2Cd—58 to 60 inches; sandy loam

Sconsin and similar soils

Extent: 25 to 45 percent of the unit

Geomorphic component: Moraines

Slope range: 2 to 6 percent
32 Soil Survey of

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

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: 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: 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

2Bt—34 to 38 inches; sandy loam

3C—38 to 60 inches; stratified sand to very

gravelly coarse sand

Dissimilar Components

Magnor soils that are very stony: 0 to 15 percent of the

unit

Ossmer soils: 0 to 10 percent of the unit

Antigo soils: 0 to 5 percent of the unit

Major Uses

• Cropland, hayland, pasture, forest land

346E—Newot-Pence complex, 15 to 45

percent slopes, very stony

Component Description

Newot, very stony, and similar soils

Extent: 45 to 65 percent of the unit

Geomorphic component: Moraines

Slope range: 15 to 45 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Well drained

Parent material: Dense loamy 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: 6.5

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

E—2 to 4 inches; sandy loam

Bs—4 to 10 inches; gravelly sandy loam

E/B—10 to 25 inches; gravelly sandy loam

B/E—25 to 38 inches; gravelly sandy loam

Bt—38 to 55 inches; gravelly sandy loam

Cd—55 to 60 inches; gravelly sandy loam

Pence, very stony, and similar soils

Extent: 25 to 35 percent of the unit

Geomorphic component: Moraines

Slope range: 15 to 45 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

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

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

Dissimilar Components

Padus soils that are very stony: 0 to 15 percent of the

unit

Newood soils that are very stony: 0 to 10 percent of

the unit

Major Uses

• Forest land, wildlife habitat
Taylor County, Wisconsin 33

355B—Loyal silt loam, 1 to 6 percent

slopes

Component Description

Loyal and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Ground moraines

Slope range: 1 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Loess or silty alluvium underlain by

loamy till

Flooding: None

Shallowest depth to wet zone: 1 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: 7.5

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 14 inches; silt loam

E/B—14 to 20 inches; silt loam

2B/E—20 to 24 inches; loam

2Bt—24 to 45 inches; loam

2C—45 to 60 inches; loam

Dissimilar Components

Withee soils: 0 to 15 percent of the unit

Major Uses

• Cropland, hayland, pasture

355C—Loyal silt loam, 6 to 12 percent

slopes

Component Description

Loyal and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Ground moraines

Slope range: 6 to 12 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Loess or silty alluvium underlain by

loamy till

Flooding: None

Shallowest depth to wet zone: 1 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: 7.5

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 14 inches; silt loam

E/B—14 to 20 inches; silt loam

2B/E—20 to 24 inches; loam

2Bt—24 to 45 inches; loam

2C—45 to 60 inches; loam

Dissimilar Components

Freeon soils: 0 to 10 percent of the unit

Major Uses

• Cropland, hayland, pasture

356A—Withee silt loam, 0 to 3 percent

slopes

Component Description

Withee and similar soils

Extent: 75 to 100 percent of the unit

Geomorphic component: Ground moraines

Slope range: 0 to 3 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat poorly drained

Parent material: Loess or silty alluvium underlain by

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: 7.9

inches

Content of organic matter in the upper 10 inches: 3.3

percent

Typical profile:

Ap—0 to 9 inches; silt loam

E—9 to 14 inches; silt loam

E/B—14 to 18 inches; silt loam

B/E—18 to 24 inches; silt loam
34 Soil Survey of

2Bt—24 to 47 inches; loam

2C—47 to 60 inches; loam

Dissimilar Components

Marshfield soils: 0 to 15 percent of the unit

Loyal soils: 0 to 10 percent of the unit

Magnor soils: 0 to 5 percent of the unit

Major Uses

• Cropland, hayland, pasture, forest land

357A—Marshfield silt loam, 0 to 2 percent

slopes

Component Description

Marshfield and similar soils

Extent: 70 to 100 percent of the unit

Geomorphic component: Depressions and

drainageways on ground moraines

Slope range: 0 to 2 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Poorly drained

Parent material: Loess or silty alluvium underlain by

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

(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: 8.2

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 14 inches; silt loam

Btg1—14 to 30 inches; silt loam

2Btg2—30 to 36 inches; loam

2C—36 to 60 inches; loam

Dissimilar Components

Cathro soils: 0 to 15 percent of the unit

Withee soils: 0 to 15 percent of the unit

Beseman soils: 0 to 5 percent of the unit

Marshfield soils that are subject to flooding for brief

periods: 0 to 5 percent of the unit

Major Uses

• Pasture, wetland wildlife habitat

408A—Lupton and Cathro soils, 0 to 1

percent slopes

Component Description

Lupton and similar soils

Extent: 0 to 100 percent of the unit

Geomorphic component: Depressions on moraines,

outwash plains, and lake plains

Slope range: 0 to 1 percent

Texture of the surface layer: Muck

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Very poorly drained

Parent material: Herbaceous and woody organic

material more than 51 inches thick

Flooding: None

Shallowest depth to 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

percent

Typical profile:

Oa—0 to 60 inches; muck

Cathro and similar soils

Extent: 0 to 100 percent of the unit

Geomorphic component: Depressions on moraines,

outwash plains, and lake plains

Slope range: 0 to 1 percent

Texture of the surface layer: Muck

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Very poorly drained

Parent material: Herbaceous organic material 16 to 51

inches thick over loamy or silty deposits

Flooding: None

Shallowest depth to 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
Taylor County, Wisconsin 35

Content of organic matter in the upper 10 inches: 80

percent

Typical profile:

Oa—0 to 28 inches; muck

Cg1—28 to 49 inches; loam

Cg2—49 to 60 inches; sandy loam

Dissimilar Components

Beseman soils: 0 to 10 percent of the unit

Capitola soils that are very stony: 0 to 10 percent of

the unit

Loxley soils: 0 to 10 percent of the unit

Major Uses

• Forest land, wetland wildlife habitat

414A—Loxley and Beseman soils, 0 to 1

percent slopes

Component Description

Loxley and similar soils

Extent: 0 to 100 percent of the unit

Geomorphic component: Depressions on moraines,

outwash plains, and lake plains

Slope range: 0 to 1 percent

Texture of the surface layer: Peat

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Very poorly drained

Parent material: Sphagnum moss and 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 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: 26.3

inches

Content of organic matter in the upper 10 inches: 80

percent

Typical profile:

Oi—0 to 12 inches; peat

Oa—12 to 60 inches; muck

Beseman and similar soils

Extent: 0 to 100 percent of the unit

Geomorphic component: Depressions on moraines,

outwash plains, and lake plains

Slope range: 0 to 1 percent

Texture of the surface layer: Peat

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Very poorly drained

Parent material: Sphagnum moss and herbaceous

organic material 16 to 51 inches thick over loamy

or silty deposits

Flooding: None

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

May, June, October, November)

Deepest depth to wet zone: 1 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: 20.5

inches

Content of organic matter in the upper 10 inches: 80

percent

Typical profile:

Oi—0 to 12 inches; peat

Oa—12 to 36 inches; muck

Cg—36 to 60 inches; silt loam

Dissimilar Components

Capitola soils that are very stony: 0 to 10 percent of

the unit

Cathro soils: 0 to 10 percent of the unit

Lupton soils: 0 to 10 percent of the unit

Major Uses

• Wetland wildlife habitat

457B—Freeon, very stony-Freeon

complex, ground moraine, 1 to 6

percent slopes

Component Description

Freeon, very stony, and similar soils

Extent: 5 to 75 percent of the unit

Geomorphic component: Ground moraines

Slope range: 1 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 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 foot (April)

Deepest depth to wet zone: More than 6.7 feet

(January, February, June, July, August,

September)

Ponding: None
36 Soil Survey of

Available water capacity to a depth of 60 inches: 9.4

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oi—0 to 1 inch; slightly decomposed plant

material

A—1 to 5 inches; silt loam

Bw—5 to 9 inches; silt loam

E—9 to 13 inches; silt loam

E/B—13 to 19 inches; silt loam

2B/E—19 to 26 inches; sandy loam

2Bt—26 to 38 inches; sandy loam

2BCd—38 to 58 inches; sandy loam

2Cd—58 to 60 inches; sandy loam

Freeon and similar soils

Extent: 5 to 75 percent of the unit

Geomorphic component: Ground moraines

Slope range: 1 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 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 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

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 13 inches; silt loam

E/B—13 to 19 inches; silt loam

2B/E—19 to 26 inches; sandy loam

2Bt—26 to 38 inches; sandy loam

2BCd—38 to 58 inches; sandy loam

2Cd—58 to 60 inches; sandy loam

Dissimilar Components

Magnor soils that are very stony: 0 to 10 percent of the

unit

Magnor soils: 0 to 10 percent of the unit

Spencer soils: 0 to 5 percent of the unit

Almena soils: 0 to 5 percent of the unit

Major Uses

• Cropland, hayland, pasture, forest land

457C—Freeon, very stony-Freeon

complex, ground moraine, 6 to 12

percent slopes

Component Description

Freeon, very stony, and similar soils

Extent: 5 to 80 percent of the unit

Geomorphic component: Ground moraines

Slope range: 6 to 12 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 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 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: 9.4

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oi—0 to 1 inch; slightly decomposed plant

material

A—1 to 5 inches; silt loam

Bw—5 to 9 inches; silt loam

E—9 to 13 inches; silt loam

E/B—13 to 19 inches; silt loam

2B/E—19 to 26 inches; sandy loam

2Bt—26 to 38 inches; sandy loam

2BCd—38 to 58 inches; sandy loam

2Cd—58 to 60 inches; sandy loam

Freeon and similar soils

Extent: 5 to 60 percent of the unit

Geomorphic component: Ground moraines

Slope range: 6 to 12 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 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 foot (April)

Deepest depth to wet zone: More than 6.7 feet

(January, February, June, July, August,

September)

Ponding: None
Taylor County, Wisconsin 37

Available water capacity to a depth of 60 inches: 9

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 13 inches; silt loam

E/B—13 to 19 inches; silt loam

2B/E—19 to 26 inches; sandy loam

2Bt—26 to 38 inches; sandy loam

2BCd—38 to 58 inches; sandy loam

2Cd—58 to 60 inches; sandy loam

Dissimilar Components

Magnor soils that are very stony: 0 to 5 percent of the

unit

Magnor soils: 0 to 5 percent of the unit

Major Uses

• Cropland, hayland, pasture, forest land

515A—Manitowish sandy loam, 0 to 3

percent slopes

Component Description

Manitowish and similar soils

Extent: 70 to 100 percent of the unit

Geomorphic component: Outwash plains and stream

terraces

Position on the landform: Footslopes

Slope range: 0 to 3 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

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

Dissimilar Components

Pence soils: 0 to 15 percent of the unit

Wormet soils: 0 to 10 percent of the unit

Worcester soils: 0 to 5 percent of the unit

Major Uses

• Cropland, forest land, pasture, wildlife habitat

525B—Newood, very stony-PadwoodTipler complex, 2 to 6 percent slopes

Component Description

Newood, very stony, and similar soils

Extent: 35 to 45 percent of the unit

Geomorphic component: Ice-walled glacial lake plains

Slope range: 2 to 6 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Moderately well drained

Parent material: Mostly loamy till

Flooding: None

Shallowest depth to wet zone: 2 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: 6.7

inches

Content of organic matter in the upper 10 inches: 1.6

percent

Typical profile:

A—0 to 4 inches; sandy loam

E—4 to 5 inches; gravelly sandy loam

Bs—5 to 13 inches; gravelly sandy loam

E ́—13 to 17 inches; gravelly sandy loam

E/B—17 to 29 inches; gravelly sandy loam

B/E—29 to 37 inches; gravelly sandy loam

Bt—37 to 46 inches; gravelly sandy loam

BCd—46 to 58 inches; sandy loam

Cd—58 to 60 inches; sandy loam

Padwood and similar soils

Extent: 25 to 35 percent of the unit

Geomorphic component: Ice-walled glacial lake

plains

Slope range: 2 to 6 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Mostly loamy alluvium or eolian
38 Soil Survey of

deposits over sandy or sandy and gravelly

outwash underlain by stratified lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 2 feet (April, May)

Deepest depth to wet zone: More than 6.7 feet

(January, February, July, August, September)

Ponding: None

Available water capacity to a depth of 60 inches: 6.4

inches

Content of organic matter in the upper 10 inches: 1.8

percent

Typical profile:

A—0 to 4 inches; sandy loam

E—4 to 5 inches; sandy loam

Bs—5 to 15 inches; sandy loam

E/B—15 to 27 inches; gravelly sandy loam

2Bt—27 to 36 inches; gravelly loamy sand

2C1—36 to 50 inches; fine sand

3C2—50 to 70 inches; stratified fine sand to silt

loam

Tipler and similar soils

Extent: 15 to 25 percent of the unit

Geomorphic component: Ice-walled glacial lake plains

Slope range: 2 to 3 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Loamy alluvium deposits underlain by

sandy or 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

Dissimilar Components

Worwood soils: 0 to 10 percent of the unit

Worcester soils: 0 to 5 percent of the unit

Pesabic soils that are very stony: 0 to 5 percent of the

unit

Major Uses

• Cropland, hayland, pasture, forest land

527B—Padwood sandy loam, 0 to 6

percent slopes

Component Description

Padwood and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Ice-walled glacial lake plains

Slope range: 0 to 6 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Loamy alluvium over sandy and

gravelly outwash underlain by lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 2 feet (April, May)

Deepest depth to wet zone: More than 6.7 feet

(January, February, July, August, September)

Ponding: None

Available water capacity to a depth of 60 inches: 6.4

inches

Content of organic matter in the upper 10 inches: 1.8

percent

Typical profile:

A—0 to 4 inches; sandy loam

E—4 to 5 inches; sandy loam

Bs—5 to 15 inches; sandy loam

E/B—15 to 27 inches; gravelly sandy loam

2Bt—27 to 36 inches; gravelly loamy sand

2C1—36 to 50 inches; fine sand

3C2—50 to 70 inches; stratified fine sand to silt

loam

Dissimilar Components

Worwood soils: 0 to 10 percent of the unit

Tipler soils: 0 to 5 percent of the unit

Padus soils: 0 to 5 percent of the unit

Major Uses

• Cropland, hayland, pasture, and forest land

537D—Newot, very stony-Newood, very

stony-Cathro complex, 0 to 35 percent

slopes

Component Description

Newot, very stony, and similar soils

Extent: 35 to 50 percent of the unit
Taylor County, Wisconsin 39

Geomorphic component: Moraines

Slope range: 15 to 35 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Well drained

Parent material: Dense loamy 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: 6.5

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

E—2 to 4 inches; sandy loam

Bs—4 to 10 inches; gravelly sandy loam

E/B—10 to 25 inches; gravelly sandy loam

B/E—25 to 38 inches; gravelly sandy loam

Bt—38 to 55 inches; gravelly sandy loam

Cd—55 to 60 inches; gravelly sandy loam

Newood, very stony, and similar soils

Extent: 25 to 40 percent of the unit

Geomorphic component: Moraines

Slope range: 6 to 15 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Moderately well drained

Parent material: Dense loamy till

Flooding: None

Shallowest depth to wet zone: 2 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: 6.7

inches

Content of organic matter in the upper 10 inches: 1.6

percent

Typical profile:

A—0 to 4 inches; sandy loam

E—4 to 5 inches; gravelly sandy loam

Bs—5 to 13 inches; gravelly sandy loam

E ́—13 to 17 inches; gravelly sandy loam

E/B—17 to 29 inches; gravelly sandy loam

B/E—29 to 37 inches; gravelly sandy loam

Bt—37 to 46 inches; gravelly sandy loam

BCd—46 to 58 inches; sandy loam

Cd—58 to 60 inches; sandy loam

Cathro and similar soils

Extent: 15 to 20 percent of the unit

Geomorphic component: Depressions on moraines

Slope range: 0 to 1 percent

Texture of the surface layer: Muck

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Very poorly drained

Parent material: Herbaceous organic material 16 to 51

inches thick over loamy or silty deposits

Flooding: None

Shallowest depth to 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: 80

percent

Typical profile:

Oa—0 to 28 inches; muck

Cg1—28 to 49 inches; loam

Cg2—49 to 60 inches; sandy loam

Dissimilar Components

Pesabic soils that are very stony: 0 to 15 percent of

the unit

Capitola soils that are very stony: 0 to 10 percent of

the unit

Freeon soils that are very stony: 0 to 5 percent of the

unit

Major Uses

• Pasture, forest land, wildlife habitat

545C—Freeon, very stony-Antigo

complex, 6 to 15 percent slopes

Component Description

Freeon, very stony, and similar soils

Extent: 50 to 70 percent of the unit

Geomorphic component: Moraines

Slope range: 6 to 15 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Moderately well drained

Parent material: Loess or silty alluvium underlain by

dense loamy till
40 Soil Survey of

Flooding: None

Shallowest depth to wet zone: 1 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: 9.4

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oi—0 to 1 inch; slightly decomposed plant

material

A—1 to 5 inches; silt loam

Bw—5 to 9 inches; silt loam

E—9 to 13 inches; silt loam

E/B—13 to 19 inches; silt loam

2B/E—19 to 26 inches; sandy loam

2Bt—26 to 38 inches; sandy loam

2BCd—38 to 58 inches; sandy loam

2Cd—58 to 60 inches; sandy loam

Antigo and similar soils

Extent: 25 to 40 percent of the unit

Geomorphic component: Moraines

Slope range: 6 to 15 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

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

Dissimilar Components

Magnor soils that are very stony: 0 to 10 percent of the

unit

Sconsin soils: 0 to 5 percent of the unit

Major Uses

• Pasture, wildlife habitat

555A—Fordum silt loam, 0 to 2 percent

slopes

Component Description

Fordum and similar soils

Extent: 75 to 100 percent of the unit

Geomorphic component: Flood plains

Slope range: 0 to 2 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

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

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

Cg3—30 to 60 inches; sand

Dissimilar Components

Somewhat poorly drained areas that are subject

to occasional flooding: 0 to 15 percent of the

unit

Cathro soils that are subject to flooding: 0 to 10

percent of the unit

Moppet soils: 0 to 5 percent of the unit

Major Uses

• Wetland wildlife habitat
Taylor County, Wisconsin 41

560A—Worwood sandy loam, 0 to 3

percent slopes

Component Description

Worwood and similar soils

Extent: 80 to 100 percent of the unit

Geomorphic component: Ice-walled glacial lake plains

Slope range: 0 to 3 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat poorly drained

Parent material: Loamy alluvium over sandy and

gravelly outwash underlain by lacustrine deposits

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

inches

Content of organic matter in the upper 10 inches: 1

percent

Typical profile:

Oi—0 to 1 inch; slightly decomposed plant

material

E—1 to 2 inches; sandy loam

Bs—2 to 10 inches; sandy loam

E/B—10 to 15 inches; sandy loam

B/E—15 to 27 inches; gravelly sandy loam

2Bt—27 to 38 inches; gravelly loamy sand

2C1—38 to 50 inches; gravelly coarse sand

3C2—50 to 70 inches; stratified fine sand to silt

loam

Dissimilar Components

Padwood soils: 0 to 10 percent of the unit

Worcester soils: 0 to 10 percent of the unit

Minocqua soils: 0 to 5 percent of the unit

Major Uses

• Cropland, hayland, pasture, forest land

571E—Pelissier gravelly sandy loam, 15

to 45 percent slopes

Component Description

Pelissier and similar soils

Extent: 75 to 100 percent of the unit

Geomorphic component: Eskers and moraines

Slope range: 15 to 45 percent

Texture of the surface layer: Gravelly sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: 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: 3.2

inches

Content of organic matter in the upper 10 inches: 0.7

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

E—2 to 6 inches; gravelly sandy loam

Bs1—6 to 10 inches; gravelly sandy loam

Bs2—10 to 21 inches; very gravelly loamy coarse

sand

C—21 to 80 inches; very gravelly coarse sand

Dissimilar Components

Padus soils: 0 to 15 percent of the unit

Pence soils: 0 to 15 percent of the unit

Major Uses

• Forest land, wildlife habitat

612A—Magnor, very stony-Ossmer

complex, 0 to 3 percent slopes

Component Description

Magnor, very stony, and similar soils

Extent: 50 to 70 percent of the unit

Geomorphic component: Moraines

Slope range: 0 to 3 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 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
42 Soil Survey of

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

Ossmer and similar soils

Extent: 25 to 45 percent of the unit

Geomorphic component: Moraines

Slope range: 0 to 3 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat poorly drained

Parent material: Loess or silty alluvium underlain by

sandy or sandy and gravelly outwash

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: 4 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

Dissimilar Components

Freeon soils that are very stony: 0 to 10 percent of the

unit

Sconsin soils: 0 to 5 percent of the unit

Major Uses

• Cropland, hayland, pasture, forest land

623A—Capitola muck, 0 to 2 percent

slopes, very stony

Component Description

Capitola, very stony, and similar soils

Extent: 65 to 100 percent of the unit

Geomorphic component: Depressions and

drainageways on disintegration moraines

Slope range: 0 to 2 percent

Texture of the surface layer: Muck

Depth to restrictive feature: 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)

Available water capacity to a depth of 60 inches: 6.7

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

Dissimilar Components

Cathro soils: 0 to 15 percent of the unit

Pesabic soils that are very stony: 0 to 10 percent of

the unit

Beseman soils: 0 to 5 percent of the unit

Magnor soils that are very stony: 0 to 5 percent of the

unit

Capitola soils that are very stony and that are subject

to flooding for brief periods: 0 to 5 percent of the

unit

Cebana soils that are very stony: 0 to 5 percent of the

unit

Major Uses

• Forest land, wetland wildlife habitat

624A—Ossmer silt loam, 0 to 3 percent

slopes

Component Description

Ossmer and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Outwash plains, stream

terraces, and outwash terraces

Position on the landform: Footslopes

Slope range: 0 to 3 percent
Taylor County, Wisconsin 43

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

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 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

Dissimilar Components

Rib soils: 0 to 10 percent of the unit

Sconsin soils: 0 to 5 percent of the unit

Major Uses

• Cropland, forest land, hayland, pasture

632B—Aftad fine sandy loam, 2 to 6

percent slopes

Component Description

Aftad and similar soils

Extent: 70 to 100 percent of the unit

Geomorphic component: Lake plains and stream

terraces

Position on the landform: Summits

Slope range: 2 to 6 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Mostly loamy lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 2 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

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

Dissimilar Components

Plover soils: 0 to 15 percent of the unit

Scott Lake soils: 0 to 5 percent of the unit

Crystal Lake soils: 0 to 5 percent of the unit

Major Uses

• Cropland, forest land, hayland, pasture

637B—Newood sandy loam, 2 to 6

percent slopes, very stony

Component Description

Newood, very stony, and similar soils

Extent: 75 to 100 percent of the unit

Geomorphic component: Moraines

Position on the landform: Shoulders and backslopes

Slope range: 2 to 6 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Moderately well drained

Parent material: Dense loamy till

Flooding: None

Shallowest depth to wet zone: 2 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: 6.7

inches

Content of organic matter in the upper 10 inches: 1.6

percent

Typical profile:

A—0 to 4 inches; sandy loam

E—4 to 5 inches; gravelly sandy loam

Bs—5 to 13 inches; gravelly sandy loam

E ́—13 to 17 inches; gravelly sandy loam

E/B—17 to 29 inches; gravelly sandy loam

B/E—29 to 37 inches; gravelly sandy loam

Bt—37 to 46 inches; gravelly sandy loam
44 Soil Survey of

BCd—46 to 58 inches; sandy loam

Cd—58 to 60 inches; sandy loam

Dissimilar Components

Pesabic soils that are very stony: 0 to 15 percent of

the unit

Freeon soils that are very stony: 0 to 10 percent of the

unit

Major Uses

• Pasture, forest land, wildlife habitat

637C—Newood sandy loam, 6 to 15

percent slopes, very stony

Component Description

Newood, very stony, and similar soils

Extent: 80 to 100 percent of the unit

Geomorphic component: Moraines

Slope range: 6 to 15 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Moderately well drained

Parent material: Dense loamy till

Flooding: None

Shallowest depth to wet zone: 2 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: 6.7

inches

Content of organic matter in the upper 10 inches: 1.6

percent

Typical profile:

A—0 to 4 inches; sandy loam

E—4 to 5 inches; gravelly sandy loam

Bs—5 to 13 inches; gravelly sandy loam

E ́—13 to 17 inches; gravelly sandy loam

E/B—17 to 29 inches; gravelly sandy loam

B/E—29 to 37 inches; gravelly sandy loam

Bt—37 to 46 inches; gravelly sandy loam

BCd—46 to 58 inches; sandy loam

Cd—58 to 60 inches; sandy loam

Dissimilar Components

Freeon soils that are very stony: 0 to 10 percent of the

unit

Newot soils that are very stony: 0 to 10 percent of the

unit

Major Uses

• Pasture, forest land, wildlife habitat

642B—Pesabic-Capitola-Newood

complex, 0 to 6 percent slopes, very

stony

Component Description

Pesabic, very stony, and similar soils

Extent: 40 to 60 percent of the unit

Geomorphic component: Moraines

Slope range: 0 to 4 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 20 to 40 inches to dense

material

Drainage class: Somewhat poorly drained

Parent material: 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: 7.6

inches

Content of organic matter in the upper 10 inches: 1.9

percent

Typical profile:

Oe—0 to 3 inches; moderately decomposed plant

material

E—3 to 4 inches; sandy loam

Bs—4 to 16 inches; sandy loam

E ́—16 to 30 inches; sandy loam

E/B—30 to 39 inches; sandy loam

Bt—39 to 53 inches; gravelly sandy loam

Cd—53 to 84 inches; gravelly sandy loam

Capitola, very stony, and similar soils

Extent: 20 to 40 percent of the unit

Geomorphic component: Depressions and

drainageways on moraines

Position on the landform: Toeslopes

Slope range: 0 to 2 percent

Texture of the surface layer: Muck

Depth to restrictive feature: 20 to 40 inches to dense

material

Drainage class: Very poorly drained

Parent material: Loess or silty alluvium; or loamy

alluvium underlain by dense loamy till

Flooding: None

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

May, November)
Taylor County, Wisconsin 45

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

August)

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: 6.7

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

Newood, very stony, and similar soils

Extent: 15 to 25 percent of the unit

Geomorphic component: Moraines

Slope range: 2 to 6 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Moderately well drained

Parent material: Dense loamy till

Flooding: None

Shallowest depth to wet zone: 2 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: 6.7

inches

Content of organic matter in the upper 10 inches: 1.6

percent

Typical profile:

A—0 to 4 inches; sandy loam

E—4 to 5 inches; gravelly sandy loam

Bs—5 to 13 inches; gravelly sandy loam

E ́—13 to 17 inches; gravelly sandy loam

E/B—17 to 29 inches; gravelly sandy loam

B/E—29 to 37 inches; gravelly sandy loam

Bt—37 to 46 inches; gravelly sandy loam

BCd—46 to 58 inches; sandy loam

Cd—58 to 60 inches; sandy loam

Dissimilar Components

Cathro soils: 0 to 10 percent of the unit

Major Uses

• Forest land, wildlife habitat

648B—Sconsin silt loam, 1 to 6 percent

slopes

Component Description

Sconsin and similar soils

Extent: 75 to 100 percent of the unit

Geomorphic component: Outwash terraces, stream

terraces, and outwash plains

Position on the landform: Summits

Slope range: 1 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

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: 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

2Bt—34 to 38 inches; sandy loam

3C—38 to 60 inches; stratified sand to very

gravelly coarse sand

Dissimilar Components

Antigo soils: 0 to 15 percent of the unit

Ossmer soils: 0 to 10 percent of the unit

Major Uses

• Cropland, forest land, hayland, pasture
46 Soil Survey of

683A—Tipler sandy loam, 0 to 3 percent

slopes

Component Description

Tipler and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Stream terraces and

outwash plains

Position on the landform: Footslopes

Slope range: 0 to 3 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

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

Dissimilar Components

Padus soils: 0 to 10 percent of the unit

Worcester soils: 0 to 10 percent of the unit

Major Uses

• Cropland, forest land, hayland, wildlife habitat

737D—Santiago silt loam, 15 to 30

percent slopes, very stony

Component Description

Santiago, very stony, and similar soils

Extent: 80 to 100 percent of the unit

Geomorphic component: Moraines

Slope range: 15 to 30 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Well drained

Parent material: Loess or silty alluvium underlain by

dense loamy 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: 8.1

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 16 inches; silt loam

B/E—16 to 22 inches; silt loam

2Bt—22 to 44 inches; sandy loam

2Cd—44 to 60 inches; sandy loam

Dissimilar Components

Newot soils that are very stony: 0 to 15 percent of the

unit

Freeon soils that are very stony: 0 to 10 percent of the

unit

Major Uses

• Forest land, wildlife habitat

748A—Brander silt loam, 0 to 3 percent

slopes

Component Description

Brander and similar soils

Extent: 75 to 100 percent of the unit

Geomorphic component: Outwash plains and stream

terraces

Slope range: 0 to 3 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Loess or silty alluvium over loamy

alluvium underlain by sandy or 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: 7.7

inches

Content of organic matter in the upper 10 inches: 2

percent

Typical profile:

Ap—0 to 10 inches; silt loam

E/B—10 to 17 inches; silt loam

B/E—17 to 22 inches; silt loam
Taylor County, Wisconsin 47

Bt1—22 to 32 inches; silt loam

2Bt2—32 to 35 inches; gravelly loam

3C—35 to 60 inches; stratified sand to very

gravelly coarse sand

Dissimilar Components

Poskin soils: 0 to 15 percent of the unit

Antigo soils: 0 to 5 percent of the unit

Brill soils: 0 to 5 percent of the unit

Major Uses

• Cropland, hayland, pasture, forest land

755A—Moppet-Fordum complex, 0 to 3

percent slopes

Component Description

Moppet and similar soils

Extent: 35 to 75 percent of the unit

Geomorphic component: Flood plains

Slope range: 0 to 3 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Loamy alluvium underlain by sandy

and gravelly alluvium

Lowest frequency of flooding (if it occurs): Very rare

(January, February, July, August, December)

Highest frequency of flooding: Occasional (April, May)

Shallowest depth to wet zone: 2.5 feet (April)

Deepest depth to wet zone: 4.5 feet (August)

Ponding: None

Available water capacity to a depth of 60 inches: 8.6

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

A—0 to 4 inches; fine sandy loam

E—4 to 10 inches; fine sandy loam

Bw—10 to 39 inches; fine sandy loam

2C—39 to 60 inches; gravelly sand

Fordum and similar soils

Extent: 25 to 65 percent of the unit

Geomorphic component: Flood plains

Slope range: 0 to 2 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

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

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

Cg3—30 to 60 inches; sand

Dissimilar Components

Somewhat poorly drained areas that are subject to

frequent flooding: 0 to 15 percent of the unit

Cathro soils: 0 to 5 percent of the unit

Major Uses

• Forest land, wildlife habitat

757B—Magnor-Freeon complex, 0 to 6

percent slopes, very stony

Component Description

Magnor, very stony, and similar soils

Extent: 5 to 70 percent of the unit

Geomorphic component: Moraines

Slope range: 0 to 4 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 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
48 Soil Survey of

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

Freeon, very stony, and similar soils

Extent: 5 to 60 percent of the unit

Geomorphic component: Moraines

Slope range: 2 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 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 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: 9.4

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oi—0 to 1 inch; slightly decomposed plant

material

A—1 to 5 inches; silt loam

Bw—5 to 9 inches; silt loam

E—9 to 13 inches; silt loam

E/B—13 to 19 inches; silt loam

2B/E—19 to 26 inches; sandy loam

2Bt—26 to 38 inches; sandy loam

2BCd—38 to 58 inches; sandy loam

2Cd—58 to 60 inches; sandy loam

Magnor and similar soils

Extent: 5 to 55 percent of the unit

Geomorphic component: Moraines

Slope range: 0 to 4 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 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

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

Freeon and similar soils

Extent: 5 to 45 percent of the unit

Geomorphic component: Moraines

Slope range: 2 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 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 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

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 13 inches; silt loam

E/B—13 to 19 inches; silt loam

2B/E—19 to 26 inches; sandy loam

2Bt—26 to 38 inches; sandy loam

2BCd—38 to 58 inches; sandy loam

2Cd—58 to 60 inches; sandy loam

Dissimilar Components

Cebana soils that are very stony: 0 to 10 percent of

the unit

Capitola soils that are very stony: 0 to 5 percent of the

unit

Major Uses

• Cropland, hayland, pasture, forest land
Taylor County, Wisconsin 49

766A—Moppet fine sandy loam, 0 to 3

percent slopes

Component Description

Moppet and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Flood plains

Slope range: 0 to 3 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Loamy alluvium underlain by sandy

and gravelly alluvium

Lowest frequency of flooding (if it occurs): Very rare

(January, February, July, August, December)

Highest frequency of flooding: Occasional (April, May)

Shallowest depth to wet zone: 2.5 feet (April)

Deepest depth to wet zone: 4.5 feet (August)

Ponding: None

Available water capacity to a depth of 60 inches: 8.6

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

A—0 to 4 inches; fine sandy loam

E—4 to 10 inches; fine sandy loam

Bw—10 to 39 inches; fine sandy loam

2C—39 to 60 inches; gravelly sand

Dissimilar Components

Somewhat poorly drained areas that are subject to

frequent flooding: 0 to 15 percent of the unit

Fordum soils: 0 to 5 percent of the unit

Major Uses

• Cropland, pasture, hayland, forest land

822A—Comstock-Magnor, very stonyOssmer complex, 0 to 3 percent

slopes

Component Description

Comstock and similar soils

Extent: 30 to 50 percent of the unit

Geomorphic component: Ice-walled glacial lake plains

Slope range: 0 to 3 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

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 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

Magnor, very stony, and similar soils

Extent: 25 to 45 percent of the unit

Geomorphic component: Ice-walled glacial lake plains

Slope range: 0 to 3 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 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

Ossmer and similar soils

Extent: 15 to 25 percent of the unit

Geomorphic component: Ice-walled glacial lake plains

Slope range: 0 to 3 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat poorly drained
50 Soil Survey of

Parent material: Loess or silty alluvium over loamy

alluvium underlain by sandy or sandy and gravelly

outwash

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: 4 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

Dissimilar Components

Barronett soils: 0 to 5 percent of the unit

Crystal Lake soils: 0 to 5 percent of the unit

Major Uses

• Cropland, hayland, pasture, forest land

837E—Newot sandy loam, 15 to 45

percent slopes, very stony

Component Description

Newot, very stony, and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: End moraines

Slope range: 15 to 45 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Well drained

Parent material: Dense loamy 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: 6.5

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

E—2 to 4 inches; sandy loam

Bs—4 to 10 inches; gravelly sandy loam

E/B—10 to 25 inches; gravelly sandy loam

B/E—25 to 38 inches; gravelly sandy loam

Bt—38 to 55 inches; gravelly sandy loam

Cd—55 to 60 inches; gravelly sandy loam

Dissimilar Components

Newood soils that are very stony: 0 to 10 percent of

the unit

Santiago soils that are very stony: 0 to 10 percent of

the unit

Major Uses

• Forest land, wildlife habitat

848A—Ribriver silt loam, 0 to 3 percent

slopes

Component Description

Ribriver and similar soils

Extent: 80 to 100 percent of the unit

Geomorphic component: Stream terraces and

outwash plains

Slope range: 0 to 3 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

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: 9.5

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

A—0 to 5 inches; silt loam

Bw—5 to 10 inches; silt loam

E/B—10 to 17 inches; silt loam

B/E—17 to 24 inches; silt loam

Bt1—24 to 45 inches; silt loam

2Bt2—45 to 48 inches; gravelly sandy loam

3C—48 to 60 inches; stratified sand to very

gravelly coarse sand

Dissimilar Components

Maplehurst soils: 0 to 15 percent of the unit

Blackriver soils: 0 to 10 percent of the unit

Major Uses

• Cropland, hayland, pasture, forest land
Taylor County, Wisconsin 51

863B—Crystal Lake-Freeon, very stonySconsin complex, 2 to 6 percent

slopes

Component Description

Crystal Lake and similar soils

Extent: 25 to 45 percent of the unit

Geomorphic component: Ice-walled glacial lake plains

Slope range: 2 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Silty lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 2 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

Freeon, very stony, and similar soils

Extent: 20 to 40 percent of the unit

Geomorphic component: Ice-walled glacial lake plains

Slope range: 2 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 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 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: 9.4

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oi—0 to 1 inch; slightly decomposed plant

material

A—1 to 5 inches; silt loam

Bw—5 to 9 inches; silt loam

E—9 to 13 inches; silt loam

E/B—13 to 19 inches; silt loam

2B/E—19 to 26 inches; sandy loam

2Bt—26 to 38 inches; sandy loam

2BCd—38 to 58 inches; sandy loam

2Cd—58 to 60 inches; sandy loam

Sconsin and similar soils

Extent: 15 to 25 percent of the unit

Geomorphic component: Ice-walled glacial lake

plains

Slope range: 2 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Loess or silty alluvium over loamy

alluvium underlain by sandy or 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: 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

2Bt—34 to 38 inches; sandy loam

3C—38 to 60 inches; stratified sand to very

gravelly coarse sand

Dissimilar Components

Magnor soils that are very stony: 0 to 15 percent of the

unit

Comstock soils: 0 to 10 percent of the unit

Major Uses

• Cropland, hayland, pasture, forest land
52 Soil Survey of

923A—Capitola-Cebana complex, 0 to 2

percent slopes, very stony

Component Description

Capitola, very stony, and similar soils

Extent: 30 to 50 percent of the unit

Geomorphic component: Depressions and

drainageways on ground moraines

Slope range: 0 to 2 percent

Texture of the surface layer: Muck

Depth to restrictive feature: 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, July, August, September, October,

December

Deepest ponding: 0.5 foot (March, April, May, June,

November)

Available water capacity to a depth of 60 inches: 6.7

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

Cebana, very stony, and similar soils

Extent: 20 to 40 percent of the unit

Geomorphic component: Depressions and

drainageways on ground moraines

Slope range: 0 to 2 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Poorly drained

Parent material: Loess or silty alluvium; 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

(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: 8.6

inches

Content of organic matter in the upper 10 inches: 1.8

percent

Typical profile:

Ap—0 to 8 inches; silt loam

Eg—8 to 13 inches; silt loam

E/B—13 to 27 inches; silt loam

2Bt—27 to 49 inches; loam

2BCd—49 to 67 inches; sandy loam

2Cd—67 to 80 inches; sandy loam

Dissimilar Components

Cathro soils: 0 to 15 percent of the unit

Magnor soils that are very stony: 0 to 15 percent of the

unit

Auburndale soils: 0 to 10 percent of the unit

Capitola soils that are very stony and that are subject

to flooding for brief periods: 0 to 5 percent of the

unit

Cebana soils that are very stony and that are subject

to flooding for brief periods: 0 to 5 percent of the

unit

Major Uses

• Forest land, wetland wildlife habitat

956B—Magnor silt loam, end moraine, 0

to 4 percent slopes, very stony

Component Description

Magnor, very stony, and similar soils

Extent: 75 to 100 percent of the unit

Geomorphic component: End moraines

Slope range: 0 to 4 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 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
Taylor County, Wisconsin 53

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

Dissimilar Components

Freeon soils that are very stony: 0 to 15 percent of the

unit

Capitola soils that are very stony: 0 to 10 percent of

the unit

Pesabic soils that are very stony: 0 to 5 percent of the

unit

Major Uses

• Cropland, hayland, pasture, forest land

957B—Freeon silt loam, end moraine, 2 to

6 percent slopes, very stony

Component Description

Freeon, very stony, and similar soils

Extent: 75 to 100 percent of the unit

Geomorphic component: End moraines

Slope range: 2 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 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 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: 9.4

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oi—0 to 1 inch; slightly decomposed plant

material

A—1 to 5 inches; silt loam

Bw—5 to 9 inches; silt loam

E—9 to 13 inches; silt loam

E/B—13 to 19 inches; silt loam

2B/E—19 to 26 inches; sandy loam

2Bt—26 to 38 inches; sandy loam

2BCd—38 to 58 inches; sandy loam

2Cd—58 to 60 inches; sandy loam

Dissimilar Components

Magnor soils that are very stony: 0 to 15 percent of the

unit

Newood soils that are very stony: 0 to 10 percent of

the unit

Major Uses

• Cropland, hayland, pasture, forest land

957C—Freeon silt loam, end moraine, 6 to

15 percent slopes, very stony

Component Description

Freeon, very stony, and similar soils

Extent: 75 to 100 percent of the unit

Geomorphic component: End moraines

Slope range: 6 to 15 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 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 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: 9.4

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oi—0 to 1 inch; slightly decomposed plant

material

A—1 to 5 inches; silt loam

Bw—5 to 9 inches; silt loam

E—9 to 13 inches; silt loam

E/B—13 to 19 inches; silt loam

2B/E—19 to 26 inches; sandy loam

2Bt—26 to 38 inches; sandy loam

2BCd—38 to 58 inches; sandy loam

2Cd—58 to 60 inches; sandy loam

Dissimilar Components

Newood soils that are very stony: 0 to 15 percent of

the unit

Magnor soils that are very stony: 0 to 10 percent of the

unit
54 Soil Survey of

Major Uses

• Cropland, hayland, pasture, forest land

2015—Pits

Component Description

• This map unit consists of open excavations from

which sand, gravel, or loamy material has been

removed. Most of the pits are in areas of outwash, but

some are in areas of till or in areas where the soils

formed in sandy material weathered from sandstone

bedrock. Some of the pits are still in use. Others are

no longer used and have been reclaimed or are

vegetated with 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.

Dissimilar Components

Water: 0 to 10 percent of the unit

Reclaimed areas: 0 to 10 percent of the unit

3011A—Barronett silt loam, 0 to 2 percent

slopes

Component Description

Barronett and similar soils

Extent: 75 to 100 percent of the unit

Geomorphic component: Depressions on lake plains;

drainageways on stream terraces

Slope range: 0 to 2 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Poorly drained

Parent material: Mostly silty 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

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

Dissimilar Components

Cathro soils: 0 to 15 percent of the unit

Comstock soils: 0 to 10 percent of the unit

Major Uses

• Wetland wildlife habitat

3456A—Magnor, very stony-Magnor

complex, ground moraine, 0 to 3

percent slopes

Component Description

Magnor, very stony, and similar soils

Extent: 5 to 75 percent of the unit

Geomorphic component: Ground moraines

Slope range: 0 to 3 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 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 unit

Geomorphic component: Ground moraines

Slope range: 0 to 3 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Somewhat poorly drained
Taylor County, Wisconsin 55

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

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

Dissimilar Components

Cebana soils: 0 to 15 percent of the unit

Almena soils: 0 to 10 percent of the unit

Freeon soils that are very stony: 0 to 10 percent of the

unit

Freeon soils: 0 to 10 percent of the unit

Major Uses

• Cropland, hayland, pasture, forest land

3525C—Newood, very stony-PadwoodPadus complex, 6 to 15 percent slopes

Component Description

Newood, very stony, and similar soils

Extent: 35 to 45 percent of the unit

Geomorphic component: Ice-walled glacial lake plains

Slope range: 6 to 15 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Moderately well drained

Parent material: Mostly loamy till

Flooding: None

Shallowest depth to wet zone: 2 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: 6.7

inches

Content of organic matter in the upper 10 inches: 1.6

percent

Typical profile:

A—0 to 4 inches; sandy loam

E—4 to 5 inches; gravelly sandy loam

Bs—5 to 13 inches; gravelly sandy loam

E ́—13 to 17 inches; gravelly sandy loam

E/B—17 to 29 inches; gravelly sandy loam

B/E—29 to 37 inches; gravelly sandy loam

Bt—37 to 46 inches; gravelly sandy loam

BCd—46 to 58 inches; sandy loam

Cd—58 to 60 inches; sandy loam

Padwood and similar soils

Extent: 25 to 35 percent of the unit

Geomorphic component: Ice-walled glacial lake plains

Slope range: 6 to 15 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Mostly loamy alluvium or eolian

deposits over sandy or sandy and gravelly

outwash underlain by stratified lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 2 feet (April, May)

Deepest depth to wet zone: More than 6.7 feet

(January, February, July, August, September)

Ponding: None

Available water capacity to a depth of 60 inches: 6.4

inches

Content of organic matter in the upper 10 inches: 1.8

percent

Typical profile:

A—0 to 4 inches; sandy loam

E—4 to 5 inches; sandy loam

Bs—5 to 15 inches; sandy loam

E/B—15 to 27 inches; gravelly sandy loam

2Bt—27 to 36 inches; gravelly loamy sand

2C1—36 to 50 inches; fine sand

3C2—50 to 70 inches; stratified fine sand to silt

loam

Padus and similar soils

Extent: 15 to 25 percent of the unit

Geomorphic component: Ice-walled glacial lake plains

Slope range: 6 to 15 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Mostly loamy alluvium or eolian

deposits underlain by sandy or sandy and gravelly

outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year
56 Soil Survey of

Ponding: None

Available water capacity to a depth of 60 inches: 6

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

Dissimilar Components

Worwood soils: 0 to 10 percent of the unit

Tipler soils: 0 to 5 percent of the unit

Pesabic soils that are very stony: 0 to 5 percent of the

unit

Major Uses

• Pasture, forest land

3546C—Newood-Pence complex, 6 to 15

percent slopes, very stony

Component Description

Newood, very stony, and similar soils

Extent: 45 to 65 percent of the unit

Geomorphic component: Moraines

Slope range: 6 to 15 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Moderately well drained

Parent material: Dense loamy till

Flooding: None

Shallowest depth to wet zone: 2 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: 6.7

inches

Content of organic matter in the upper 10 inches: 1.6

percent

Typical profile:

A—0 to 4 inches; sandy loam

E—4 to 5 inches; gravelly sandy loam

Bs—5 to 13 inches; gravelly sandy loam

E ́—13 to 17 inches; gravelly sandy loam

E/B—17 to 29 inches; gravelly sandy loam

B/E—29 to 37 inches; gravelly sandy loam

Bt—37 to 46 inches; gravelly sandy loam

BCd—46 to 58 inches; sandy loam

Cd—58 to 60 inches; sandy loam

Pence, very stony, and similar soils

Extent: 25 to 45 percent of the unit

Geomorphic component: Moraines

Slope range: 6 to 15 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

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

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

Dissimilar Components

Padus soils that are very stony: 0 to 15 percent of the

unit

Major Uses

• Pasture, forest land, wildlife habitat

3556C—Newood, very stony-Magnor, very

stony-Cathro complex, 0 to 15 percent

slopes

Component Description

Newood, very stony, and similar soils

Extent: 30 to 40 percent of the unit

Geomorphic component: Moraines

Slope range: 6 to 15 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Moderately well drained

Parent material: Dense loamy till

Flooding: None

Shallowest depth to wet zone: 2 feet (April)

Deepest depth to wet zone: More than 6.7 feet
Taylor County, Wisconsin 57

(January, February, March, June, July, August,

September, October, December)

Ponding: None

Available water capacity to a depth of 60 inches: 6.7

inches

Content of organic matter in the upper 10 inches: 1.6

percent

Typical profile:

A—0 to 4 inches; sandy loam

E—4 to 5 inches; gravelly sandy loam

Bs—5 to 13 inches; gravelly sandy loam

E ́—13 to 17 inches; gravelly sandy loam

E/B—17 to 29 inches; gravelly sandy loam

B/E—29 to 37 inches; gravelly sandy loam

Bt—37 to 46 inches; gravelly sandy loam

BCd—46 to 58 inches; sandy loam

Cd—58 to 60 inches; sandy loam

Magnor, very stony, and similar soils

Extent: 20 to 35 percent of the unit

Geomorphic component: Moraines

Slope range: 0 to 4 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 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

Cathro and similar soils

Extent: 15 to 20 percent of the unit

Geomorphic component: Depressions on moraines

Slope range: 0 to 1 percent

Texture of the surface layer: Muck

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Very poorly drained

Parent material: Herbaceous organic material 16 to 51

inches thick over loamy or silty deposits

Flooding: None

Shallowest depth to 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: 80

percent

Typical profile:

Oa—0 to 28 inches; muck

Cg1—28 to 49 inches; loam

Cg2—49 to 60 inches; sandy loam

Dissimilar Components

Freeon soils that are very stony: 0 to 15 percent of the

unit

Capitola soils that are very stony: 0 to 10 percent of

the unit

Pesabic soils that are very stony: 0 to 10 percent of

the unit

Major Uses

• Pasture, forest land, wildlife habitat

3561A—Pesabic, very stony-WorwoodWorcester complex, 0 to 3 percent

slopes

Component Description

Pesabic, very stony, and similar soils

Extent: 30 to 50 percent of the unit

Geomorphic component: Ice-walled glacial lake plains

Slope range: 0 to 3 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Somewhat poorly drained

Parent material: Mostly 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: 7.6

inches

Content of organic matter in the upper 10 inches: 1.9

percent
58 Soil Survey of

Typical profile:

Oe—0 to 3 inches; moderately decomposed plant

material

E—3 to 4 inches; sandy loam

Bs—4 to 16 inches; sandy loam

E ́—16 to 30 inches; sandy loam

E/B—30 to 39 inches; sandy loam

Bt—39 to 53 inches; gravelly sandy loam

Cd—53 to 84 inches; gravelly sandy loam

Worwood and similar soils

Extent: 25 to 35 percent of the unit

Geomorphic component: Ice-walled glacial lake plains

Slope range: 0 to 3 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat poorly drained

Parent material: Mostly loamy alluvium deposits over

sandy or sandy and gravelly outwash underlain by

stratified lacustrine deposits

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

inches

Content of organic matter in the upper 10 inches: 1

percent

Typical profile:

Oi—0 to 1 inch; slightly decomposed plant

material

E—1 to 2 inches; sandy loam

Bs—2 to 10 inches; sandy loam

E/B—10 to 15 inches; sandy loam

B/E—15 to 27 inches; gravelly sandy loam

2Bt—27 to 38 inches; gravelly loamy sand

2C1—38 to 50 inches; gravelly coarse sand

3C2—50 to 70 inches; stratified fine sand to silt

loam

Worcester and similar soils

Extent: 15 to 25 percent of the unit

Geomorphic component: Ice-walled glacial lake plains

Slope range: 0 to 3 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat poorly drained

Parent material: Mostly loamy alluvium or eolian

deposits underlain by sandy or sandy and gravelly

outwash

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: 4 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

Dissimilar Components

Capitola soils that are very stony: 0 to 10 percent of

the unit

Minocqua soils: 0 to 10 percent of the unit

Major Uses

• Cropland, hayland, pasture, forest land

3569C—Newood, very stony-Pesabic, very

stony-Cathro complex, 0 to 15 percent

slopes

Component Description

Newood, very stony, and similar soils

Extent: 40 to 55 percent of the unit

Geomorphic component: Moraines

Slope range: 2 to 15 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Moderately well drained

Parent material: Dense loamy till

Flooding: None

Shallowest depth to wet zone: 2 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: 6.7

inches

Content of organic matter in the upper 10 inches: 1.6

percent

Typical profile:

A—0 to 4 inches; sandy loam
Taylor County, Wisconsin 59

E—4 to 5 inches; gravelly sandy loam

Bs—5 to 13 inches; gravelly sandy loam

E ́—13 to 17 inches; gravelly sandy loam

E/B—17 to 29 inches; gravelly sandy loam

B/E—29 to 37 inches; gravelly sandy loam

Bt—37 to 46 inches; gravelly sandy loam

BCd—46 to 58 inches; sandy loam

Cd—58 to 60 inches; sandy loam

Pesabic, very stony, and similar soils

Extent: 25 to 35 percent of the unit

Geomorphic component: Moraines

Slope range: 0 to 4 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Somewhat poorly drained

Parent material: 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: 7.6

inches

Content of organic matter in the upper 10 inches: 1.9

percent

Typical profile:

Oe—0 to 3 inches; moderately decomposed plant

material

E—3 to 4 inches; sandy loam

Bs—4 to 16 inches; sandy loam

E ́—16 to 30 inches; sandy loam

E/B—30 to 39 inches; sandy loam

Bt—39 to 53 inches; gravelly sandy loam

Cd—53 to 84 inches; gravelly sandy loam

Cathro and similar soils

Extent: 15 to 20 percent of the unit

Geomorphic component: Depressions on moraines

Slope range: 0 to 1 percent

Texture of the surface layer: Muck

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Very poorly drained

Parent material: Herbaceous organic material 16 to 51

inches thick over loamy or silty deposits

Flooding: None

Shallowest depth to 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: 80

percent

Typical profile:

Oa—0 to 28 inches; muck

Cg1—28 to 49 inches; loam

Cg2—49 to 60 inches; sandy loam

Dissimilar Components

Capitola soils that are very stony: 0 to 10 percent of

the unit

Major Uses

• Pasture, forest land, wildlife habitat

3666B—Pesabic sandy loam, 0 to 4

percent slopes, very stony

Component Description

Pesabic, very stony, and similar soils

Extent: 75 to 100 percent of the unit

Geomorphic component: Moraines

Slope range: 0 to 4 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Somewhat poorly drained

Parent material: 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: 7.6

inches

Content of organic matter in the upper 10 inches: 1.9

percent

Typical profile:

Oe—0 to 3 inches; moderately decomposed plant

material

E—3 to 4 inches; sandy loam

Bs—4 to 16 inches; sandy loam

E ́—16 to 30 inches; sandy loam

E/B—30 to 39 inches; sandy loam

Bt—39 to 53 inches; gravelly sandy loam

Cd—53 to 84 inches; gravelly sandy loam

Dissimilar Components

Capitola soils that are very stony: 0 to 15 percent of

the unit

Newood soils that are very stony: 0 to 10 percent of

the unit
60 Soil Survey of

Major Uses

• Forest land, wildlife habitat

3863C—Crystal Lake-Freeon, very stonyAntigo complex, 6 to 15 percent slopes

Component Description

Crystal Lake and similar soils

Extent: 30 to 50 percent of the unit

Geomorphic component: Ice-walled glacial lake plains

Slope range: 6 to 15 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Silty lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 2 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

Freeon, very stony, and similar soils

Extent: 25 to 45 percent of the unit

Geomorphic component: Ice-walled glacial lake plains

Slope range: 6 to 15 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 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 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: 9.4

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oi—0 to 1 inch; slightly decomposed plant

material

A—1 to 5 inches; silt loam

Bw—5 to 9 inches; silt loam

E—9 to 13 inches; silt loam

E/B—13 to 19 inches; silt loam

2B/E—19 to 26 inches; sandy loam

2Bt—26 to 38 inches; sandy loam

2BCd—38 to 58 inches; sandy loam

2Cd—58 to 60 inches; sandy loam

Antigo and similar soils

Extent: 15 to 25 percent of the unit

Geomorphic component: Ice-walled glacial lake plains

Slope range: 6 to 15 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Loess or silty alluvium over loamy

alluvium underlain by sandy or 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

Dissimilar Components

Sconsin soils: 0 to 5 percent of the unit

Major Uses

• Pasture, forest land
Taylor County, Wisconsin 61

9052A—Cathro-Capitola, very stonyLupton complex, 0 to 1 percent slopes

Component Description

Cathro and similar soils

Extent: 35 to 55 percent of the unit

Geomorphic component: Depressions on moraines

Slope range: 0 to 1 percent

Texture of the surface layer: Muck

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Very poorly drained

Parent material: Herbaceous organic material 16 to 51

inches thick over loamy or silty deposits

Flooding: None

Shallowest depth to 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: 80

percent

Typical profile:

Oa—0 to 28 inches; muck

Cg1—28 to 49 inches; loam

Cg2—49 to 60 inches; sandy loam

Capitola, very stony, and similar soils

Extent: 25 to 45 percent of the unit

Geomorphic component: Depressions and

drainageways on moraines

Position on the landform: Toeslopes

Slope range: 0 to 1 percent

Texture of the surface layer: Muck

Depth to restrictive feature: 20 to 40 inches to dense

material

Drainage class: Very poorly drained

Parent material: Silty or loamy alluvium underlain by

sandy loam 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, July, August, September, October,

December

Deepest ponding: 0.5 foot (March, April, May, June,

November)

Available water capacity to a depth of 60 inches: 6.7

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

Lupton and similar soils

Extent: 15 to 25 percent of the unit

Geomorphic component: Depressions on

moraines

Slope range: 0 to 1 percent

Texture of the surface layer: Muck

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Very poorly drained

Parent material: Herbaceous and woody organic

material more than 51 inches thick

Flooding: None

Shallowest depth to 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

percent

Typical profile:

Oa—0 to 60 inches; muck

Major Uses

• Forest land, wetland wildlife habitat

9055A—Loxley peat, 0 to 1 percent slopes

Component Description

Loxley and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Depressions on moraines,

outwash plains, and lake plains

Slope range: 0 to 1 percent

Texture of the surface layer: Peat

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Very poorly drained
62 Soil Survey of

Parent material: Sphagnum moss and 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 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: 26.3

inches

Content of organic matter in the upper 10 inches: 80

percent

Typical profile:

Oi—0 to 12 inches; peat

Oa—12 to 60 inches; muck

Dissimilar Components

Capitola soils that are very stony: 0 to 10 percent of

the unit

Major Uses

• Wetland wildlife habitat

9060D—Pelissier sandy loam, 20 to 45

percent slopes

Component Description

Pelissier and similar soils

Extent: 75 to 100 percent of the unit

Geomorphic component: Eskers

Slope range: 20 to 45 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Loamy deposits 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: 3.7

inches

Content of organic matter in the upper 10 inches: 0.7

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

E—2 to 6 inches; sandy loam

Bs1—6 to 10 inches; gravelly sandy loam

Bs2—10 to 21 inches; very gravelly loamy coarse

sand

C—21 to 80 inches; very gravelly coarse

sand

Dissimilar Components

Padus soils: 0 to 15 percent of the unit

Pence soils: 0 to 15 percent of the unit

Major Uses

• Forest land, wildlife habitat

9071B—Freeon silt loam, 5 to 10 percent

slopes, very stony

Component Description

Freeon, very stony, and similar soils

Extent: 80 to 100 percent of the unit

Geomorphic component: Moraines

Slope range: 5 to 10 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 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 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: 9.4

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oi—0 to 1 inch; slightly decomposed plant

material

A—1 to 5 inches; silt loam

Bw—5 to 9 inches; silt loam

E—9 to 13 inches; silt loam

E/B—13 to 19 inches; silt loam

2B/E—19 to 26 inches; sandy loam

2Bt—26 to 38 inches; sandy loam

2BCd—38 to 58 inches; sandy loam

2Cd—58 to 60 inches; sandy loam

Dissimilar Components

Magnor soils that are very stony: 0 to 15 percent of the

unit

Major Uses

• Forest land, wildlife habitat
Taylor County, Wisconsin 63

9077C—Freeon silt loam, 10 to 20 percent

slopes, very stony

Component Description

Freeon, very stony, and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Moraines

Slope range: 10 to 20 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 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 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: 9.4

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oi—0 to 1 inch; slightly decomposed plant

material

A—1 to 5 inches; silt loam

Bw—5 to 9 inches; silt loam

E—9 to 13 inches; silt loam

E/B—13 to 19 inches; silt loam

2B/E—19 to 26 inches; sandy loam

2Bt—26 to 38 inches; sandy loam

2BCd—38 to 58 inches; sandy loam

2Cd—58 to 60 inches; sandy loam

Dissimilar Components

Santiago soils that are very stony: 0 to 10 percent of

the unit

Major Uses

• Forest land, wildlife habitat

9078A—Freeon, very stony-Magnor, very

stony-Ossmer complex, 0 to 5 percent

slopes

Component Description

Freeon, very stony, and similar soils

Extent: 30 to 50 percent of the unit

Geomorphic component: Moraines

Slope range: 0 to 5 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 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 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: 9.4

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oi—0 to 1 inch; slightly decomposed plant

material

A—1 to 5 inches; silt loam

Bw—5 to 9 inches; silt loam

E—9 to 13 inches; silt loam

E/B—13 to 19 inches; silt loam

2B/E—19 to 26 inches; sandy loam

2Bt—26 to 38 inches; sandy loam

2BCd—38 to 58 inches; sandy loam

2Cd—58 to 60 inches; sandy loam

Magnor, very stony, and similar soils

Extent: 20 to 40 percent of the unit

Geomorphic component: Moraines

Slope range: 0 to 4 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 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
64 Soil Survey of

2Bt3—39 to 58 inches; fine sandy loam

2Cd—58 to 60 inches; fine sandy loam

Ossmer and similar soils

Extent: 15 to 25 percent of the unit

Geomorphic component: Moraines

Slope range: 0 to 3 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat poorly drained

Parent material: Loess or silty alluvium over loamy

alluvium underlain by sandy or sandy and gravelly

outwash

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: 4 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

Dissimilar Components

Sconsin soils: 0 to 5 percent of the unit

Capitola soils that are very stony: 0 to 5 percent of the

unit

Major Uses

• Forest land, wildlife habitat

9081C—Newot sandy loam, 10 to 30

percent slopes, very stony

Component Description

Newot, very stony, and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Moraines

Slope range: 10 to 30 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Well drained

Parent material: Mostly loamy 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: 6.5

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

E—2 to 4 inches; sandy loam

Bs—4 to 10 inches; gravelly sandy loam

E/B—10 to 25 inches; gravelly sandy loam

B/E—25 to 38 inches; gravelly sandy loam

Bt—38 to 55 inches; gravelly sandy loam

Cd—55 to 60 inches; gravelly sandy loam

Dissimilar Components

Newood soils that are very stony: 0 to 15 percent of

the unit

Major Uses

• Forest land, wildlife habitat

9082B—Newood sandy loam, 5 to 10

percent slopes, very stony

Component Description

Newood, very stony, and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Moraines

Slope range: 5 to 10 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Moderately well drained

Parent material: Mostly loamy till

Flooding: None

Shallowest depth to wet zone: 2 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: 6.7

inches

Content of organic matter in the upper 10 inches: 1.6

percent

Typical profile:

A—0 to 4 inches; sandy loam

E—4 to 5 inches; gravelly sandy loam

Bs—5 to 13 inches; gravelly sandy loam
Taylor County, Wisconsin 65

E ́—13 to 17 inches; gravelly sandy loam

E/B—17 to 29 inches; gravelly sandy loam

B/E—29 to 37 inches; gravelly sandy loam

Bt—37 to 46 inches; gravelly sandy loam

BCd—46 to 58 inches; sandy loam

Cd—58 to 60 inches; sandy loam

Dissimilar Components

Pesabic soils that are very stony: 0 to 15 percent of

the unit

Major Uses

• Forest land, wildlife habitat

9083A—Crystal Lake silt loam, 0 to 5

percent slopes

Component Description

Crystal Lake and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Ice-walled glacial lake plains

Slope range: 0 to 5 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Silty lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 2 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: 1.5

percent

Typical profile:

A—0 to 4 inches; silt loam

E—4 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

Dissimilar Components

Comstock soils: 0 to 15 percent of the unit

Major Uses

• Forest land, wildlife habitat

9083B—Crystal Lake silt loam, 5 to 10

percent slopes

Component Description

Crystal Lake and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Ice-walled glacial lake plains

Slope range: 5 to 10 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Silty lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 2 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: 1.5

percent

Typical profile:

A—0 to 4 inches; silt loam

E—4 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

Dissimilar Components

Comstock soils: 0 to 5 percent of the unit

Major Uses

• Forest land, wildlife habitat

9086A—Freeon silt loam, 0 to 5 percent

slopes, very stony

Component Description

Freeon, very stony, and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Moraines

Slope range: 0 to 5 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Moderately well drained
66 Soil Survey of

Parent material: Loess or silty alluvium underlain by

dense loamy till

Flooding: None

Shallowest depth to wet zone: 1 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: 9.4

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oi—0 to 1 inch; slightly decomposed plant

material

A—1 to 5 inches; silt loam

Bw—5 to 9 inches; silt loam

E—9 to 13 inches; silt loam

E/B—13 to 19 inches; silt loam

2B/E—19 to 26 inches; sandy loam

2Bt—26 to 38 inches; sandy loam

2BCd—38 to 58 inches; sandy loam

2Cd—58 to 60 inches; sandy loam

Dissimilar Components

Magnor soils that are very stony: 0 to 15 percent of the

unit

Major Uses

• Forest land, wildlife habitat

9087C—Crystal Lake-Freeon, very stonyNewot, very stony, complex, 10 to 20

percent slopes

Component Description

Crystal Lake and similar soils

Extent: 30 to 50 percent of the unit

Geomorphic component: Ice-walled glacial lake plains

Slope range: 10 to 20 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Silty lacustrine deposits

Flooding: None

Shallowest depth to wet zone: 2 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: 1.5

percent

Typical profile:

A—0 to 4 inches; silt loam

E—4 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

Freeon, very stony, and similar soils

Extent: 25 to 45 percent of the unit

Geomorphic component: Ice-walled glacial lake plains

Slope range: 10 to 15 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 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 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: 9.4

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oi—0 to 1 inch; slightly decomposed plant

material

A—1 to 5 inches; silt loam

Bw—5 to 9 inches; silt loam

E—9 to 13 inches; silt loam

E/B—13 to 19 inches; silt loam

2B/E—19 to 26 inches; sandy loam

2Bt—26 to 38 inches; sandy loam

2BCd—38 to 58 inches; sandy loam

2Cd—58 to 60 inches; sandy loam

Newot, very stony, and similar soils

Extent: 15 to 25 percent of the unit

Geomorphic component: Ice-walled glacial lake basins

Slope range: 10 to 20 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Well drained

Parent material: Mostly loamy till

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None
Taylor County, Wisconsin 67

Available water capacity to a depth of 60 inches: 6.5

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

E—2 to 4 inches; sandy loam

Bs—4 to 10 inches; gravelly sandy loam

E/B—10 to 25 inches; gravelly sandy loam

B/E—25 to 38 inches; gravelly sandy loam

Bt—38 to 55 inches; gravelly sandy loam

Cd—55 to 60 inches; gravelly sandy loam

Dissimilar Components

Newood soils that are very stony: 0 to 10 percent of

the unit

Major Uses

• Forest land, wildlife habitat

9088A—Newood-Capitola complex, 0 to 5

percent slopes, very stony

Component Description

Newood, very stony, and similar soils

Extent: 55 to 65 percent of the unit

Geomorphic component: Moraines

Slope range: 2 to 5 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Moderately well drained

Parent material: Mostly loamy till

Flooding: None

Shallowest depth to wet zone: 2 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: 6.7

inches

Content of organic matter in the upper 10 inches: 1.6

percent

Typical profile:

A—0 to 4 inches; sandy loam

E—4 to 5 inches; gravelly sandy loam

Bs—5 to 13 inches; gravelly sandy loam

E ́—13 to 17 inches; gravelly sandy loam

E/B—17 to 29 inches; gravelly sandy loam

B/E—29 to 37 inches; gravelly sandy loam

Bt—37 to 46 inches; gravelly sandy loam

BCd—46 to 58 inches; sandy loam

Cd—58 to 60 inches; sandy loam

Capitola, very stony, and similar soils

Extent: 20 to 30 percent of the unit

Geomorphic component: Depressions and

drainageways on moraines

Position on the landform: Toeslopes

Slope range: 0 to 2 percent

Texture of the surface layer: Muck

Depth to restrictive feature: 20 to 40 inches to dense

material

Drainage class: Very poorly drained

Parent material: Mostly loess or silty alluvium; or

loamy alluvium underlain by 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, July, August, September, October,

December

Deepest ponding: 0.5 foot (March, April, May, June,

November)

Available water capacity to a depth of 60 inches: 6.7

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

Dissimilar Components

Pesabic soils that are very stony: 0 to 15 percent of

the unit

Cathro soils: 0 to 10 percent of the unit

Major Uses

• Forest land, wildlife habitat

9089B—Newood, very stony-Lupton

complex, 0 to 10 percent slopes

Component Description

Newood, very stony, and similar soils

Extent: 45 to 65 percent of the unit

Geomorphic component: Moraines

Slope range: 2 to 10 percent
68 Soil Survey of

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Moderately well drained

Parent material: Mostly loamy till

Flooding: None

Shallowest depth to wet zone: 2 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: 6.7

inches

Content of organic matter in the upper 10 inches: 1.6

percent

Typical profile:

A—0 to 4 inches; sandy loam

E—4 to 5 inches; gravelly sandy loam

Bs—5 to 13 inches; gravelly sandy loam

E ́—13 to 17 inches; gravelly sandy loam

E/B—17 to 29 inches; gravelly sandy loam

B/E—29 to 37 inches; gravelly sandy loam

Bt—37 to 46 inches; gravelly sandy loam

BCd—46 to 58 inches; sandy loam

Cd—58 to 60 inches; sandy loam

Lupton and similar soils

Extent: 20 to 30 percent of the unit

Geomorphic component: Depressions on moraines,

outwash plains, and lake plains

Slope range: 0 to 1 percent

Texture of the surface layer: Muck

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Very poorly drained

Parent material: Herbaceous and woody organic

material more than 51 inches thick

Flooding: None

Shallowest depth to 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

percent

Typical profile:

Oa—0 to 60 inches; muck

Dissimilar Components

Capitola soils that are very stony: 0 to 15 percent of

the unit

Pesabic soils that are very stony: 0 to 15 percent of

the unit

Major Uses

• Forest land, wildlife habitat

9090C—Newood, very stony-Newot, very

stony-Lupton complex, 0 to 30 percent

slopes

Component Description

Newood, very stony, and similar soils

Extent: 35 to 55 percent of the unit

Geomorphic component: Moraines

Slope range: 2 to 15 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Moderately well drained

Parent material: Mostly loamy till

Flooding: None

Shallowest depth to wet zone: 2 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: 6.7

inches

Content of organic matter in the upper 10 inches: 1.6

percent

Typical profile:

A—0 to 4 inches; sandy loam

E—4 to 5 inches; gravelly sandy loam

Bs—5 to 13 inches; gravelly sandy loam

E ́—13 to 17 inches; gravelly sandy loam

E/B—17 to 29 inches; gravelly sandy loam

B/E—29 to 37 inches; gravelly sandy loam

Bt—37 to 46 inches; gravelly sandy loam

BCd—46 to 58 inches; sandy loam

Cd—58 to 60 inches; sandy loam

Newot, very stony, and similar soils

Extent: 20 to 40 percent of the unit

Geomorphic component: Moraines

Slope range: 15 to 30 percent
Taylor County, Wisconsin 69

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Well drained

Parent material: Mostly loamy 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: 6.5

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

E—2 to 4 inches; sandy loam

Bs—4 to 10 inches; gravelly sandy loam

E/B—10 to 25 inches; gravelly sandy loam

B/E—25 to 38 inches; gravelly sandy loam

Bt—38 to 55 inches; gravelly sandy loam

Cd—55 to 60 inches; gravelly sandy loam

Lupton and similar soils

Extent: 15 to 20 percent of the unit

Geomorphic component: Depressions on moraines,

outwash plains, and lake plains

Slope range: 0 to 1 percent

Texture of the surface layer: Muck

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Very poorly drained

Parent material: Herbaceous and woody organic

material more than 51 inches thick

Flooding: None

Shallowest depth to 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

percent

Typical profile:

Oa—0 to 60 inches; muck

Dissimilar Components

Capitola soils that are very stony: 0 to 10 percent of

the unit

Pesabic soils that are very stony: 0 to 10 percent of

the unit

Major Uses

• Forest land, wildlife habitat

9092D—Newot sandy loam, 20 to 45

percent slopes, very stony

Component Description

Newot, very stony, and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Moraines

Slope range: 20 to 45 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Well drained

Parent material: Mostly loamy 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: 6.5

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

E—2 to 4 inches; sandy loam

Bs—4 to 10 inches; gravelly sandy loam

E/B—10 to 25 inches; gravelly sandy loam

B/E—25 to 38 inches; gravelly sandy loam

Bt—38 to 55 inches; gravelly sandy loam

Cd—55 to 60 inches; gravelly sandy loam

Dissimilar Components

Newood soils that are very stony: 0 to 10 percent of

the unit

Major Uses

• Forest land, wildlife habitat

9093C—Pence-Padus complex, 10 to 30

percent slopes

Component Description

Pence and similar soils

Extent: 40 to 60 percent of the unit

Geomorphic component: Stream terraces, outwash

plains, and eskers
70 Soil Survey of

Slope range: 10 to 30 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Mostly loamy alluvium or eolian

deposits underlain by sandy or 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

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: 30 to 50 percent of the unit

Geomorphic component: Stream terraces, outwash

plains, and eskers

Slope range: 10 to 30 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Mostly loamy alluvium or eolian

deposits underlain by sandy or 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

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

Dissimilar Components

Pelissier soils: 0 to 15 percent of the unit

Major Uses

• Forest land, wildlife habitat

9096C—Newot, very stony-Pesabic, very

stony-Lupton complex, 0 to 30 percent

slopes

Component Description

Newot, very stony, and similar soils

Extent: 30 to 50 percent of the unit

Geomorphic component: Moraines

Slope range: 15 to 30 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Well drained

Parent material: Mostly loamy 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: 6.5

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

E—2 to 4 inches; sandy loam

Bs—4 to 10 inches; gravelly sandy loam

E/B—10 to 25 inches; gravelly sandy loam

B/E—25 to 38 inches; gravelly sandy loam

Bt—38 to 55 inches; gravelly sandy loam

Cd—55 to 60 inches; gravelly sandy loam

Pesabic, very stony, and similar soils

Extent: 20 to 40 percent of the unit

Geomorphic component: Moraines

Slope range: 0 to 4 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Somewhat poorly drained

Parent material: Mostly 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: 7.6

inches
Taylor County, Wisconsin 71

Content of organic matter in the upper 10 inches: 1.9

percent

Typical profile:

Oe—0 to 3 inches; moderately decomposed plant

material

E—3 to 4 inches; sandy loam

Bs—4 to 16 inches; sandy loam

E ́—16 to 30 inches; sandy loam

E/B—30 to 39 inches; sandy loam

Bt—39 to 53 inches; gravelly sandy loam

Cd—53 to 84 inches; gravelly sandy loam

Lupton and similar soils

Extent: 15 to 20 percent of the unit

Geomorphic component: Depressions on moraines,

outwash plains, and lake plains

Slope range: 0 to 1 percent

Texture of the surface layer: Muck

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Very poorly drained

Parent material: Herbaceous and woody organic

material more than 51 inches thick

Flooding: None

Shallowest depth to 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

percent

Typical profile:

Oa—0 to 60 inches; muck

Dissimilar Components

Newood soils that are very stony: 0 to 10 percent of

the unit

Capitola soils that are very stony: 0 to 10 percent of

the unit

Major Uses

• Forest land, wildlife habitat

9097B—Newood-Padus complex, 5 to 10

percent slopes, very stony

Component Description

Newood, very stony, and similar soils

Extent: 50 to 70 percent of the unit

Geomorphic component: Moraines

Slope range: 5 to 10 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 60 inches to dense

material

Drainage class: Moderately well drained

Parent material: Mostly loamy till

Flooding: None

Shallowest depth to wet zone: 2 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: 6.7

inches

Content of organic matter in the upper 10 inches: 1.6

percent

Typical profile:

A—0 to 4 inches; sandy loam

E—4 to 5 inches; gravelly sandy loam

Bs—5 to 13 inches; gravelly sandy loam

E ́—13 to 17 inches; gravelly sandy loam

E/B—17 to 29 inches; gravelly sandy loam

B/E—29 to 37 inches; gravelly sandy loam

Bt—37 to 46 inches; gravelly sandy loam

BCd—46 to 58 inches; sandy loam

Cd—58 to 60 inches; sandy loam

Padus, very stony, and similar soils

Extent: 20 to 40 percent of the unit

Geomorphic component: Moraines

Slope range: 5 to 10 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Mostly loamy alluvium or eolian

deposits underlain by sandy or 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

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
72 Soil Survey of

Dissimilar Components

Pence soils that are very stony: 0 to 15 percent of the

unit

Major Uses

• Forest land, wildlife habitat

9098A—Oesterle loam, 0 to 3 percent

slopes

Component Description

Oesterle and similar soils

Extent: 75 to 100 percent of the unit

Geomorphic component: Stream terraces and

outwash plains

Slope range: 0 to 3 percent

Texture of the surface layer: Loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat poorly drained

Parent material: Mostly loamy alluvium or eolian

deposits underlain by sandy or sandy and gravelly

outwash

Flooding: None

Shallowest depth to wet zone: 0.5 foot (April)

Deepest depth to wet zone: 4 feet (February, August)

Ponding: None

Available water capacity to a depth of 60 inches: 6.6

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oe—0 to 2 inches; moderately decomposed plant

material

A—2 to 5 inches; loam

E—5 to 13 inches; fine sandy loam

E/B—13 to 18 inches; fine sandy loam

B/E1—18 to 26 inches; loam

B/E2—26 to 35 inches; sandy loam

2BC—35 to 44 inches; loamy sand

2C—44 to 60 inches; stratified sand to very

gravelly coarse sand

Dissimilar Components

Minocqua soils: 0 to 15 percent of the unit

Tipler soils: 0 to 10 percent of the unit

Major Uses

• Forest land, wildlife habitat

9099B—Antigo silt loam, 5 to 10 percent

slopes

Component Description

Antigo and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Outwash plains, stream

terraces, glacial lake plains, and moraines

Slope range: 5 to 10 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Loess or silty alluvium over loamy

alluvium underlain by sandy or 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: 8.3

inches

Content of organic matter in the upper 10 inches: 0.5

percent

Typical profile:

Oe—0 to 2 inches; highly decomposed plant

material

E—2 to 4 inches; silt loam

Bw—4 to 14 inches; silt loam

E/B—14 to 20 inches; silt loam

B/E—20 to 31 inches; silt loam

2Bt1—31 to 37 inches; very gravelly sandy loam

3Bt2—37 to 40 inches; loamy sand

3C—40 to 60 inches; stratified sand to very

gravelly coarse sand

Dissimilar Components

Sconsin soils: 0 to 15 percent of the unit

Major Uses

• Forest land

9197C—Pelissier very cobbly sandy loam,

10 to 30 percent slopes

Component Description

Pelissier and similar soils

Extent: 75 to 85 percent of the unit

Geomorphic component: Outwash plains, eskers, and

moraines
Taylor County, Wisconsin 73

Slope range: 10 to 30 percent

Texture of the surface layer: Very cobbly sandy

loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Loamy deposits 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: 3.5

inches

Content of organic matter in the upper 10 inches: 0.8

percent

Typical profile:

Oa—0 to 3 inches; highly decomposed plant

material

E—3 to 5 inches; very cobbly sandy loam

Bs1—5 to 13 inches; very cobbly coarse

sandy loam

Bs2—13 to 20 inches; very cobbly loamy

coarse sand

C1—20 to 60 inches; very cobbly coarse

sand

C2—60 to 80 inches; very gravelly coarse

sand

Dissimilar Components

Padus soils: 0 to 15 percent of the unit

Pence soils: 0 to 15 percent of the unit

Major Uses

• Forest land, wildlife habitat

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 are

narrow dikes that surround the water areas. Because

of the variability of this map unit, interpretations for

specific uses are not available. Onsite investigation is

needed.

W—Water

• This map unit consists of rivers, streams, lakes,

reservoirs, and ponds. These areas are covered with

water in most years, at least during the period that is

warm enough for plants to grow. Many areas are

covered throughout the year. Small islands, areas of

flood plain, or riverwash may be included.

75

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 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. 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.

Use and Management of the Soils
76 Soil Survey of

Cropland Management Considerations

The management concerns affecting the use of the

soil map units in the survey area for crops are shown

in table 5. The main concerns in managing

nonirrigated 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.

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
Taylor County, Wisconsin 77

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 tables

6a and 6b. In any given year, yields may be higher or

lower than those indicated in the tables because of

variations in rainfall and other climatic factors. The land

capability classification of map units in the survey area

also is shown in the tables.

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 highyielding 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 tables 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 high-quality 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 of the Cooperative Extension

Service can provide information about forage yields

other than those shown in the yields tables.

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
78 Soil Survey of

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 fieldgrown 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.

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 the yields tables.

Prime Farmland

Prime farmland is of major importance in meeting

the Nation’s short- and long-range 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 (fig. 6).

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
Taylor County, Wisconsin 79

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 in which a saturated zone is 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 367,329 acres, or about 58 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 7.

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.”

Figure 6.—Bromegrass-alfalfa hay in an area of Ribriver silt loam, 0 to 3 percent slopes. This map unit is prime farmland.
80 Soil Survey of

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 8 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.

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 9. 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 and

Productivity

Forest resources have long been of major

importance in Taylor County. In the 1880s, when the

county was first being settled, nearly all of the land

area was forested. Logging, fires, and agricultural

activities, however, have since altered these original

forests.

In 1996, about 371,700 acres in the county, or

almost 60 percent of the total acreage, was forested,

including about 123,900 acres of National Forest

(Schmidt, 1996). Approximately 60 percent of the

forested acreage is privately owned by farmers, the

forest industry, and other private individuals and

corporations (Albrecht, 1997).

The composition of the upland woods in Taylor

County varies, primarily because of the difference in

fertility and available water capacity of the soils. The

timber stands are mostly sugar maple, white ash,

yellow birch, butternut hickory, and American

basswood in areas of silty uplands, where fertility is

relatively high and the available water capacity is

moderate or high. Freeon, Loyal, Crystal Lake, Antigo,

and Sconsin soils are examples of silty upland soils.

The timber stands also include red maple, eastern

hemlock, northern red oak, and paper birch in areas of

loamy upland soils, where the fertility and available

water capacity are generally lower than in the silty

soils. Some of the loamy upland soils are Newood,

Newot, Padus, and Padwood soils. The upland woods

in areas of the most droughty and least fertile soils are

mostly red maple, paper birch, northern red oak,

balsam fir, eastern white pine, and red pine. Pelissier

and Pence soils are examples of such soils.

On the somewhat poorly drained soils, red maple is

commonly a larger component of the timber stand

than sugar maple. Aspen, balsam fir, blue beech,

American basswood, yellow birch, and eastern

hemlock also are major components of stands on

these wetter soils. Magnor, Withee, Poskin, and

Comstock soils are somewhat poorly drained.

The wooded swamps are on poorly drained and

very poorly drained soils along drainageways and in

depressions throughout the county. They commonly

support stands of balsam fir, black ash, black spruce,
Taylor County, Wisconsin 81

tamarack, and red maple. Many stands are mostly

swamp conifers. Yellow birch and eastern hemlock are

in some stands. Along major river bottoms, silver

maple and swamp white oak occur as minor

components of the stand.

Composition of the forest land by forest type in

1996 was about 8 percent spruce, fir, and other

lowland conifers; 15 percent elm, ash, and lowland

hardwoods; 1 percent oak; 54 percent maple,

basswood, and other upland hardwoods; and 22

percent aspen and birch.

Composition of the forest land by stand-size class

in 1996 was about 19 percent sawtimber, 49 percent

poletimber, and 32 percent seedlings and saplings.

The sawtimber in 1996 was about 5 percent pine, 14

percent other softwoods, 54 percent soft hardwoods,

and 27 percent hard hardwoods. Soft hardwood tree

species include aspen, red maple, and American

basswood. Hard hardwood tree species include oaks,

sugar maple, hickories, and ash. The poletimber,

seedlings, and saplings in 1996 were about 2 percent

pine, 11 percent other softwoods, 63 percent soft

hardwoods, and 24 percent hard hardwoods. The

trend is towards more sawtimber and fewer seedlings

and saplings.

In 1996, about 5,635,000 cords of growing stock,

including 963,007,000 board feet of sawtimber, was

removed from the forest. This harvest was about 45

percent of the net annual growth of growing stock.

Hardwoods, mostly aspen and maple, make up about

76 percent of the harvest (fig. 7).

Management of the forest in Taylor County varies. It

should be based on the species in the stand, the

suitability of the soils for the species, and the

objectives of the landowners. Management should

also include controlling erosion, overcoming soilrelated equipment limitations, improving the seedling

survival rate, minimizing the windthrow of trees on the

wetter sites, controlling the growth of competing

vegetation, planting trees where natural regeneration

is unreliable, harvesting in a timely manner, controlling

damage by insects and disease, removing cull trees

and undesirable species, maintaining the most

productive basal area, preventing woodland fires, and

excluding livestock from the woodlands. Management

of public lands for maximum timber production is

generally tempered by recreational concerns and by

considerations of wildlife management, including the

kinds of trees that are best suited to habitat for

wildlife.

Information about the hazards and limitations that

should be considered in areas used as forest land are

given in tables 10 through 13.

Forest Land Harvest Equipment

Considerations

Table 10 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 10 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 11 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.
82 Soil Survey of

Considerations shown in the table are as follows:

Slope.—The slope is 8 percent or more.

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.

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 12 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.

Figure 7.—Trees harvested in an area of Newood sandy loam, 2 to 6 percent slopes, very stony.
Taylor County, Wisconsin 83

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 13 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 Productivity

Table 14 can help woodland owners or forest

managers plan the use of soils for wood crops. Only

those soils suitable for wood crops are listed.

The potential productivity of merchantable or

common trees on a soil is expressed as a site index

and as a volume number. The site index is the average

height, in feet, that dominant and codominant trees of

a given species attain in a specified number of years.

The site index applies to fully stocked, even-aged,

unmanaged stands. Commonly grown trees are those

that woodland managers generally favor in

intermediate or improvement cuttings. They are

selected on the basis of growth rate, quality, value,

and marketability.

The volume, a number, is the yield likely to be

produced by the most important trees. This number,

expressed as cubic feet per acre per year, indicates

the amount of fiber produced in a fully stocked, evenaged, unmanaged stand.

Trees to manage are those that are suitable for

commercial wood production.

Forest Habitat Types

Joseph A. Kovach, forest ecologist/silviculturist, Division of

Forestry, Wisconsin Department of Natural Resources, helped

prepare this section.

A forest habitat type includes all sites capable of

producing similar potential climax plant communities.

Each habitat type represents a relatively narrow

segment of environmental variation that is

characterized by a specific potential for vegetation

development.

The habitat type classification system classifies

forest plant communities and the sites on which they

develop. It groups land units that have a similar

capacity to produce vegetation (biological potential).

The habitat type system uses the floristic composition

of plant communities as an integrated indicator of

those environmental factors that affect species

reproduction, growth, competition, and community

development. Within a class, although a variety of

forest cover types may be associated with early and

middle successional stages, the ecologically

significant results of long-term environmental

interactions are similar.

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 they have meaning only in

the context of the specific habitat types or groups

being compared.

The forest habitat types in Taylor County can be

identified and interpreted using the “Field Guide to

Forest Habitat Types of Northern Wisconsin,” 2nd

edition (Kotar and others, 2001). The guide provides

keys to habitat type identification based on the

presence or absence of differential understory

species; describes the characteristic understory
84 Soil Survey of

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 the occurrence of a habitat type. In

table 15, each soil map unit is listed along with the

associated dominant or common habitat types. 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. If, for a given soil, there are no dominant

or codominant habitat types, then the most common

habitat types are listed, each with an expected

frequency of occurrence of 25 to 55 percent.

The following paragraphs provide brief general

descriptions of the habitat types in Taylor County. The

types are listed generally in order from the poorest

and least productive to the most productive.

AVVb—Acer saccharum/Vaccinium angustifoliumViburnum 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, northern 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.

Site characteristics include dry-mesic moisture

status and medium nutrient status. Trees exhibiting

excellent potential productivity on these sites include

red pine, eastern white pine, aspen, and paper birch.

Also, northern red oak, red maple, and white spruce

can exhibit good growth and productivity. Although

common, sugar maple generally is of poor quality.

The AVVb habitat type occurs most commonly

within the end moraine complex.

ATM—Acer saccharum-Tsuga canadensis/

Maianthemum canadense habitat type. The common

name is sugar maple-eastern hemlock/wild lily-of-thevalley. 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.

Site characteristics include mesic moisture status

and medium nutrient status. Trees exhibiting good to

excellent productive and competitive potential on these

sites include sugar maple, American basswood, white

ash, yellow birch, and eastern hemlock. Others

demonstrating excellent productivity but limited

competitive abilities include red maple, northern red

oak, and eastern white pine. Following severe

disturbance, aspen and paper birch can demonstrate

excellent productivity as pioneers.

The ATM habitat type is very common on forest

land within the end moraine complex. It can also occur

within the northwestern loess plain and the

southeastern till plain.

AOCa—Acer saccharum/Osmorhiza claytoniiCaulophyllum 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.

Site characteristics include mesic moisture status

and rich nutrient status. 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.

The AOCa habitat type is somewhat common on

forest land throughout the county. It is most common

within the end moraine complex and the northwestern

loess plain.

AH—Acer saccharum/Hydrophyllum virginianum

habitat type. The common name is sugar maple/

Virginia waterleaf. The presumed potential climax

overstory is dominated by sugar maple. Currently,

most stands are dominated by sugar maple and
Taylor County, Wisconsin 85

American basswood and some aspen. Common

overstory associates include northern red oak, white

ash, red maple, yellow birch, and eastern hemlock.

The dominant ground flora commonly includes

grasses and sedges, sugar maple seedlings, lady fern,

spinulose shield fern, maidenhair fern, Virginia

waterleaf, sweet cicely, blue cohosh, bloodroot, violets,

trilliums, bigleaf aster, gooseberries, and nettles.

Site characteristics include mesic moisture status

and rich nutrient status. 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.

The AH habitat type is somewhat common on forest

land throughout the county. It is most common within

the southeastern till plain and the northwestern loess

plain.

AHI—Acer saccharum/Hydrophyllum virginianumImpatiens capensis habitat type. The common name is

sugar maple/Virginia waterleaf-jewelweed. The

presumed potential climax overstory is dominated by

sugar maple. Currently, common cover types include

any mixture of sugar maple, red maple, American

basswood, and aspen. Common overstory associates

include yellow birch, elm, black ash, northern red oak,

and white pine. The dominant ground flora commonly

includes grasses and sedges, sugar maple seedlings,

lady fern, spinulose shield fern, Virginia waterleaf, wild

geranium, trilliums, bloodroot, and gooseberries.

Site characteristics include wet-mesic to mesic

moisture status and rich nutrient status. Although the

characteristic dampness can limit tree growth and

productivity, most of the commonly occurring tree

species can exhibit very good potential productivity.

Sugar maple growth and quality are good.

The AHI habitat type can occur on forested land

throughout the county, most commonly within the

southeastern till plain and the northwestern loess

plain.

ACaI—Acer saccharum/Caulophyllum thalictroidesImpatiens 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 some

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, jackin-the-pulpit, trilliums, and gooseberries.

Site characteristics include wet-mesic to mesic

moisture status and rich nutrient status. Although the

characteristic dampness can limit tree growth and

productivity, most of the commonly occurring tree

species can exhibit very good potential productivity.

Sugar maple growth and quality are good.

The ACaI habitat type can occur on forested land

throughout the county, most commonly within the

northwestern loess plain and the end moraine

complex.

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, eastern hemlock, American

basswood, black ash, green ash, and aspen. The

dominant ground flora typically includes grasses and

sedges, red maple and sugar maple seedlings,

hazelnut, blackberries, lady fern, spinulose shield fern,

sensitive fern, horsetails, jewelweed, and bigleaf aster.

Site characteristics include wet-mesic to mesic

moisture status and medium or rich nutrient status.

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.

The ATAtOn habitat type can occur on forested land

throughout the county.

ArAbCo—Acer rubrum-Abies balsamea/Cornus

canadensis habitat type. The common name is red

maple-balsam fir/bunchberry. The presumed potential

climax overstory is dominated by red maple, balsam

fir, white spruce, and hemlock. Currently, most stands

are dominated by aspen or red maple; the only

common associate is balsam fir. The dominant ground

flora commonly includes grasses and sedges,

hazelnut, blackberries, gooseberries, bracken fern,

spinulose shield fern, lady fern, interrupted fern,

horsetails, bunchberry, wild sarsaparilla, wild lily-ofthe-valley, bigleaf aster, and red maple seedlings.

Site characteristics include wet-mesic to mesic

moisture status and medium nutrient status. Although

the characteristic dampness can limit tree growth and

productivity, most of the commonly occurring tree

species can exhibit good potential productivity.

However, mature stands are very susceptible to

blowdown. Areas of this habitat type are not ideal for

the management of northern hardwoods because the

growth and quality of sugar maple are limited.

The ArAbCo habitat type is somewhat common on

forested land within the county. It is most common

within the northwestern loess plain.
86 Soil Survey of

TMC—Tsuga canadensis/Maianthemum

canadense-Coptis groenlandica habitat type. The

common name is eastern hemlock/wild lily-of-thevalley-goldthread. 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

eastern 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.

Site characteristics include wet-mesic to mesic

moisture status and medium nutrient status. 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 the management of

northern hardwoods because the growth and quality of

sugar maple are limited.

The TMC habitat type is somewhat common on

forested land throughout the county. It is most

common within the end moraine complex.

Lowland habitat types. No forested lowland habitat

types have been defined and characterized. Currently,

common lowland cover types include any mixture of

northern whitecedar, 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 very 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.

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
Taylor County, Wisconsin 87

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 (fig. 8). The ratings are based on the

soil properties 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
88 Soil Survey of

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 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, wheatgrass, 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.

Figure 8.—A portion of the Ice Age Trail near Rib Lake in an area of Newood-Pence complex, 6 to 15 percent slopes, very stony.
Taylor County, Wisconsin 89

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

(fig. 9). 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, black bear, and

moose.

Habitat for wetland wildlife consists of open, marshy

or swampy shallow water areas (fig. 10). 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,

agricultural waste management, construction

materials, and water management. The ratings are

based on 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

Figure 9.—A typical example of the vegetation in an area of

Loxley and Beseman soils, 0 to 1 percent slopes.
90 Soil Survey of

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; evaluate

alternative sites for waste management facilities;

locate potential sources of gravel, sand, earthfill, and

Figure 10.—Reed canarygrass (foreground) and tag alder (background) in an area of Lupton and Cathro soils, 0 to 1 percent slopes.

These soils provide good habitat for wetland wildlife.
Taylor County, Wisconsin 91

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, 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),
92 Soil Survey of

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

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 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. Groundwater 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.
Taylor County, Wisconsin 93

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 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
94 Soil Survey of

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.

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 tables. 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 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.

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 21a and 21b 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
Taylor County, Wisconsin 95

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,

application of sewage sludge, and disposal of

wastewater by irrigation) and for waste management

systems that are designed only for the purpose of

wastewater disposal and treatment (overland flow of

wastewater, 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).

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 food-processing waste are either solid, slurry, or

liquid. Their nitrogen content 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
96 Soil Survey of

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.

Disposal of wastewater by irrigation not only

disposes of municipal wastewater and wastewater

from food-processing plants, lagoons, and storage

ponds but also can improve crop production by

increasing the amount of water available to crops. The

ratings in the table are based on the soil properties

that affect the design, construction, management, and

performance of the irrigation system. The properties

that affect design and management include the

sodium adsorption ratio, depth to a saturated zone,

ponding, available water capacity, permeability, slope,

and flooding. The properties that affect construction

include stones, cobbles, depth to bedrock or a

cemented pan, depth to a saturated zone, and

ponding. The properties that affect performance

include depth to bedrock or a cemented pan, bulk

density, the sodium adsorption ratio, salinity, reaction,

and the cation-exchange capacity, which is used to

estimate the capacity of a soil to adsorb heavy metals.

Permanently frozen soils are not suitable for disposal

of wastewater by irrigation.

Overland flow of wastewater is a process in which

wastewater is applied to the upper reaches of sloped

land and allowed to flow across vegetated surfaces,

sometimes called terraces, to runoff-collection ditches.

The length of the run generally is 150 to 300 feet. The

application rate ranges from 2.5 to 16.0 inches per

week. It commonly exceeds the rate needed for

irrigation of cropland. The wastewater leaves solids

and nutrients on the vegetated surfaces as it flows

downslope in a thin film. Most of the water reaches the

collection ditch, some is lost through

evapotranspiration, and a small amount may percolate

to the ground water.

The ratings in the table are based on the soil

properties that affect absorption, plant growth,

microbial activity, and the design and construction of

the system. Reaction and the cation-exchange

capacity affect absorption. Reaction, salinity, and the

sodium adsorption ratio affect plant growth and

microbial activity. Slope, permeability, depth to a

saturated zone, ponding, flooding, depth to bedrock or

a cemented pan, stones, and cobbles affect design

and construction. Permanently frozen soils are

unsuitable for waste treatment.

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,
Taylor County, Wisconsin 97

ponding, available water capacity, permeability, depth

to bedrock or a cemented pan, reaction, the cationexchange 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.

Water Management

Table 22 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 (fig. 11). 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

Figure 11.—An excavated pond in an area of Rib silt loam, 0 to 2 percent slopes. In addition to their esthetic value, such ponds

provide water for wildlife.
98

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 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.
99

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 (fig. 12). “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

Soil Properties

Figure 12.—Percentages of clay, silt, and sand in the basic

USDA soil textural classes.
100 Soil Survey of

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 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 shrink-swell 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, 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
Taylor County, Wisconsin 101

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 shrinkswell 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 fineearth 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, 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 cationexchange 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
102 Soil Survey of

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

soil 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 soil 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 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
Taylor County, Wisconsin 103

(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.

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. The table indicates the

hardness of the restrictive layer, which significantly

affects the ease of excavation. 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.

Risk of corrosion pertains to potential soil-induced
104

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.

Engineering Index Test Data

Table 30 shows laboratory test data for several

pedons sampled at carefully selected sites in the

survey area. The pedons are representative of the

series described in the section “Soil Series and Their

Morphology.”

The testing methods generally are those of the

American Association of State Highway and

Transportation Officials (AASHTO) or the American

Society for Testing and Materials (ASTM).

The tests and methods are Mechanical analysis—T

88 (AASHTO), D 422 (ASTM), D 2217 (ASTM);

Liquid limit—T 89 (AASHTO), D 4318 (ASTM);

Plasticity index—T 90 (AASHTO), D 4318 (ASTM);

AASHTO classification—M 145 (AASHTO), D 3282

(ASTM); and Unified classification—D 2487-00

(ASTM).
105

The system of soil classification used by the

National Cooperative Soil Survey has six categories

(Soil Survey Staff, 1998 and 1999). 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 31 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 soilforming processes and the degree of soil formation.

Each order is identified by a word ending in sol. An

example is Spodosol.

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 Orthods

(Orth, meaning common, plus od, from Spodosol).

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 Haplorthods (Hapl, meaning minimal

horizonation, plus orthod, the suborder of the

Spodosols that have a horizon in which aluminum,

iron, and organic carbon have accumulated).

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. The adjective Typic identifies the subgroup that

typifies the great group. An example is Typic

Haplorthods.

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 sandy, mixed, frigid Typic Haplorthods.

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.

Soil Series and Their Morphology

In this section, each soil series recognized in the

survey area is described. Characteristics of the soil

and the material in which it formed are identified for

each series. A pedon, a small three-dimensional area

of soil, that is typical of the series in the survey area is

described. The detailed description of each soil

horizon follows standards in the “Soil Survey Manual”

(Soil Survey Division Staff, 1993) and in the “Field

Book for Describing and Sampling Soils”

(Schoeneberger and others, 2002). Many of the

technical terms used in the descriptions are defined in

“Soil Taxonomy” (Soil Survey Staff, 1999) and in “Keys

to Soil Taxonomy” (Soil Survey Staff, 1998). Unless

otherwise indicated, colors in the descriptions are for

moist soil. Following the pedon description is the range

of important characteristics of the soils in the series.

Aftad Series

Typical Pedon

Aftad fine sandy loam, 2 to 6 percent slopes, 1,520

feet south and 2,270 feet west of the northeast

Classification of the Soils
106 Soil Survey of

corner of sec. 26, T. 32 N., R. 1 E., Taylor County,

Wisconsin:

Ap—0 to 10 inches; very dark grayish brown (10YR

3/2) fine sandy loam, light brownish gray (10YR

6/2) dry; moderate medium granular structure;

friable; many very fine and fine and few medium

and coarse roots; about 2 percent gravel;

moderately acid; abrupt smooth boundary.

E/B—10 to 29 inches; about 60 percent brown (10YR

5/3) fine sandy loam (E), very pale brown (10YR

7/3) dry; weak medium platy structure; friable;

tongues into or surrounds remnants of dark

yellowish brown (10YR 4/4) fine sandy loam (Bt);

moderate medium subangular blocky structure;

friable; common very fine and fine roots; common

fine prominent (7.5YR 5/6) masses of iron

accumulation; about 2 percent gravel; slightly acid;

clear wavy boundary.

B/E—29 to 36 inches; about 60 percent dark yellowish

brown (10YR 4/4) fine sandy loam (Bt); moderate

medium subangular blocky structure; friable; few

faint brown (10YR 4/3) clay films on faces of peds;

penetrated by tongues of brown (10YR 5/3) fine

sandy loam (E), very pale brown (10YR 7/3) dry;

moderate medium subangular blocky structure;

friable; few very fine and fine roots; common fine

prominent strong brown (7.5YR 5/6) masses of

iron accumulation; about 5 percent gravel; very

strongly acid; clear smooth boundary.

Bt—36 to 41 inches; dark yellowish brown (10YR 4/4)

fine sandy loam; moderate medium subangular

blocky structure; friable; few faint brown (10YR

4/3) clay films on faces of peds; common fine

prominent strong brown (7.5YR 5/6) masses of

iron accumulation; about 5 percent gravel; few thin

strata of very fine and fine sand; very strongly

acid; clear wavy boundary.

C1—41 to 50 inches; brown (7.5YR 5/4) fine sand; thin

strata of very fine sand; massive; very friable;

common medium distinct strong brown (7.5YR

4/6) masses of iron accumulation; moderately

acid; gradual wavy boundary.

C2—50 to 60 inches; brown (7.5YR 5/4 and 4/4),

stratified fine sand, very fine sand, very fine sandy

loam, and silt loam; massive; friable; few fine

prominent dark yellowish brown (10YR 4/6)

masses of iron accumulation; slightly acid.

Range in Characteristics

Depth to stratified lacustrine deposits: 20 to 41 inches

Ap horizon:

Hue—7.5YR or 10YR

Value—3 or 4

Chroma—2 or 3

Texture—fine sandy loam

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—fine sandy loam

E horizon and E part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—very fine sandy loam, fine sandy loam,

sandy loam, loam, loamy sand, or loamy fine

sand

Bt horizon and Bt part of glossic horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 or 5

Chroma—4 to 6

Texture—very fine sandy loam, fine sandy loam,

sandy loam, or loam; thin strata of coarser or

finer textures in the lower part in some pedons

C horizon:

Hue—5YR, 7.5YR, or 10YR

Value—3 to 6

Chroma—4 to 6

Texture—fine sand, very fine sand, very fine

sandy loam, loam, fine sandy loam, sandy

loam, or silt loam; thin strata of coarser or finer

textures

Almena Series

Typical Pedon

Almena silt loam, 0 to 3 percent slopes, 100 feet north

and 2,525 feet east of the southwest corner of sec. 36,

T. 30 N., R. 2 W., Taylor County, Wisconsin:

Ap—0 to 9 inches; very dark grayish brown (10YR 3/2)

silt loam, light brownish gray (10YR 6/2) dry; weak

medium granular structure; friable; common fine

and medium roots; moderately acid; abrupt

smooth boundary.

E/B—9 to 13 inches; about 70 percent brown (10YR

5/3) silt loam (E), very pale brown (10YR 7/3) dry;

weak medium platy structure; friable; tongues into

or surrounds remnants of dark yellowish brown

(10YR 4/4) silt loam (Bt); weak fine subangular

blocky structure; friable; few fine roots; few fine

faint and distinct grayish brown (10YR 5/2) iron

depletions and common medium distinct yellowish

brown (10YR 5/6) masses of iron accumulation;
Taylor County, Wisconsin 107

about 1 percent gravel; very strongly acid; clear

smooth boundary.

B/E—13 to 21 inches; about 60 percent dark yellowish

brown (10YR 4/4) silt loam (Bt); moderate fine

subangular blocky structure; friable; few distinct

brown (7.5YR 4/4) clay films on faces of peds;

penetrated by tongues of brown (10YR 5/3) silt

loam (E), very pale brown (10YR 7/3) dry; weak

thin platy structure; friable; few fine roots; common

medium faint and distinct grayish brown (10YR

5/2) iron depletions and common medium distinct

and prominent strong brown (7.5YR 5/6) masses

of iron accumulation; about 1 percent gravel; very

strongly acid; clear wavy boundary.

Bt1—21 to 30 inches; dark yellowish brown (10YR 4/4)

silt loam; moderate medium subangular blocky

structure; friable; common distinct brown (7.5YR

4/4) clay films on faces of peds; common medium

distinct grayish brown (10YR 5/2) iron depletions

and strong brown (7.5YR 5/6) masses of iron

accumulation; about 1 percent gravel; very

strongly acid; clear wavy boundary.

Bt2—30 to 42 inches; brown (7.5YR 4/4) silt loam;

moderate medium subangular blocky structure;

friable; common distinct strong brown (7.5YR 4/6)

clay films on faces of peds; few fine distinct brown

(7.5YR 5/2) iron depletions and common fine

distinct strong brown (7.5YR 5/6) masses of iron

accumulation; about 3 percent gravel; very

strongly acid; clear wavy boundary.

2C—42 to 60 inches; reddish brown (5YR 4/4) sandy

loam; massive; friable; common medium distinct

yellowish red (5YR 5/6) masses of iron

accumulation; about 14 percent gravel; strongly

acid.

Range in Characteristics

Thickness of the silty mantle: 36 to 60 inches

Content of gravel: 0 to 10 percent in the silty mantle

and 3 to 35 percent in the till

Content of cobbles: 0 to 5 percent throughout the

profile

Other features: Some pedons have a 2Cd horizon

below a depth of 60 inches.

Ap horizon:

Hue—10YR

Value—2 to 4

Chroma—2 or 3

Texture—silt loam

A horizon (if it occurs):

Hue—10YR

Value—2 or 3

Chroma—1 or 2

Texture—silt loam

E part of glossic horizon:

Hue—10YR

Value—4 to 6

Chroma—2 or 3

Texture—silt loam

Bt horizon and Bt part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 or 5

Chroma—3 to 6

Texture—silt loam

2C horizon:

Hue—2.5YR, 5YR, or 7.5YR

Value—4 to 6

Chroma—3 to 6

Texture—sandy loam, loam, gravelly sandy loam,

or gravelly loam

Antigo Series

Typical Pedon

Antigo silt loam, 345 feet north and 1,270 feet west of

the southeast corner of sec. 16, T. 31 N., R. 11 E.,

Langlade County, Wisconsin (a representative pedon

of Antigo silt loam in Taylor County is in the SE1/4SW1/4

of sec. 30, T. 32 N., R. 2 W.):

Ap—0 to 9 inches; dark grayish brown (10YR 4/2) silt

loam, light brownish gray (10YR 6/2) dry;

moderate fine subangular blocky structure; very

friable; many fine roots; about 6 percent gravel and

2 percent cobbles; neutral; abrupt smooth

boundary.

E—9 to 12 inches; brown (10YR 5/3) silt loam, very

pale brown (10YR 7/3) dry; weak thin platy

structure; very friable; common fine roots; about 1

percent gravel and 1 percent cobbles; slightly acid;

clear wavy boundary.

B/E—12 to 19 inches; about 70 percent dark yellowish

brown (10YR 4/4) silt loam (Bt); moderate very

fine angular blocky structure; friable; few distinct

brown (7.5YR 4/4) clay films on faces of peds;

penetrated by tongues of brown (10YR 5/3) silt

loam (E), very pale brown (10YR 7/3) dry; weak

thin platy structure; very friable; common fine

roots; very strongly acid; clear irregular boundary.

Bt1—19 to 28 inches; dark yellowish brown (10YR 4/4)

silt loam; moderate fine angular blocky structure;

friable; common fine roots; common distinct brown

(7.5YR 4/4) clay films on faces of peds; common
108 Soil Survey of

coatings of pale brown (10YR 6/3) clean silt and

very fine sand grains on vertical faces of peds;

about 1 percent gravel and 1 percent cobbles;

very strongly acid; abrupt wavy boundary.

2Bt2—28 to 31 inches; dark yellowish brown (10YR

4/4) loam; moderate medium subangular blocky

structure; friable; common fine roots; common

prominent dark reddish brown (5YR 3/4) clay films

on faces of peds and in pores; common coatings

of pale brown (10YR 6/3) clean silt and sand

grains primarily on vertical faces of peds; about 11

percent gravel and 2 percent cobbles; very

strongly acid; abrupt wavy boundary.

2Bt3—31 to 33 inches; brown (7.5YR 4/4) very

gravelly sandy loam; weak coarse subangular

blocky structure; friable; few fine roots; few distinct

dark reddish brown (5YR 3/4) clay bridges

between mineral grains; about 34 percent gravel

and 2 percent cobbles; very strongly acid; abrupt

wavy boundary.

3C—33 to 60 inches; brown (7.5YR 5/4), stratified

sand and gravelly sand; single grain; loose; about

16 percent gravel and 2 percent cobbles; few fine

roots; strongly acid.

Range in Characteristics

Thickness of the silty mantle: 12 to 40 inches

Content of gravel: 0 to 10 percent in the silty mantle, 0

to 40 percent in the loamy subsoil, and 3 to 45

percent as a weighted average in the sandy

outwash (0 to 65 percent in individual strata)

Content of cobbles: 0 to 5 percent throughout the

profile

Other features: Some pedons have a 3Bt horizon.

Ap horizon:

Hue—7.5YR or 10YR

Value—3 to 5

Chroma—2 or 3

Texture—silt loam

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—silt loam

E part of glossic horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—silt loam

Bt horizon and Bt part of glossic horizon:

Hue—7.5YR or 10YR

Value—3 to 5

Chroma—4

Texture—silt loam

2Bt horizon:

Hue—5YR, 7.5YR, or 10YR

Value—3 to 6

Chroma—4 to 6

Texture—loam, sandy loam, or fine sandy loam or

the gravelly or very gravelly analogs of these

textures

3C horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—stratified sand or coarse sand or the

gravelly, very gravelly, or extremely gravelly

analogs of these textures

Auburndale Series

Typical Pedon

Auburndale silt loam, 100 feet south and 100 feet east

of the northwest corner of sec. 15, T. 29 N., R. 4 W.,

Clark County, Wisconsin (a representative pedon

of Auburndale silt loam in Taylor County is in the

NE1/4NW1/4 of sec. 14, T. 30 N., R. 1 E.):

Ap—0 to 7 inches; very dark grayish brown (10YR 3/2)

silt loam, grayish brown (10YR 5/2) dry; moderate

fine and medium granular structure; friable;

common very fine and fine roots; very strongly

acid; clear smooth boundary.

Eg—7 to 14 inches; grayish brown (10YR 5/2) silt

loam, light gray (10YR 7/2) dry; weak medium

platy structure; friable; common very fine and fine

roots; many medium prominent strong brown

(7.5YR 5/8) masses of iron accumulation; very

strongly acid; clear wavy boundary.

Btg1—14 to 20 inches; light brownish gray (10YR 6/2)

silt loam; moderate fine subangular blocky

structure; friable; few fine roots; few faint grayish

brown (10YR 5/2) clay films on faces of some

peds; many medium distinct brownish yellow

(10YR 6/6) masses of iron accumulation; very

strongly acid; clear wavy boundary.

Btg2—20 to 29 inches; light brownish gray (10YR 6/2)

silt loam; moderate fine subangular blocky

structure; friable; common very fine and fine roots;

few faint grayish brown (10YR 5/2) clay films on

faces of peds; many medium distinct brownish

yellow (10YR 6/6) masses of iron accumulation;

strongly acid; clear wavy boundary.

Btg3—29 to 41 inches; grayish brown (10YR 5/2) silt
Taylor County, Wisconsin 109

loam; moderate fine subangular blocky structure;

friable; few fine roots; few faint dark grayish brown

(10YR 4/2) clay films on faces of peds; many

medium prominent strong brown (7.5YR 5/8) and

common fine prominent yellowish brown (10YR

5/8) masses of iron accumulation; moderately

acid; clear wavy boundary.

2Btg4—41 to 53 inches; grayish brown (10YR 5/2)

loam; weak medium and coarse subangular blocky

structure; friable; few fine roots; few faint dark

grayish brown (10YR 4/2) clay films on faces of

some peds; many coarse prominent reddish

yellow (7.5YR 6/8) and common medium

prominent yellowish red (5YR 5/6) masses of iron

accumulation; about 5 percent gravel; moderately

acid; gradual wavy boundary.

2C—53 to 60 inches; dark brown (7.5YR 3/4) sandy

loam; massive; friable; few medium distinct strong

brown (7.5YR 5/8) masses of iron accumulation;

about 8 percent gravel; slightly acid.

Range in Characteristics

Thickness of the silty mantle: 36 to 60 inches

Content of gravel: 0 to 10 percent in the silty mantle

and 5 to 35 percent in the till

Content of cobbles: 0 to 3 percent throughout the

profile

Other features: Some pedons have a 2Cd horizon

below a depth of 60 inches.

Ap horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 to 3

Texture—silt loam

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—silt loam

Eg horizon:

Hue—10YR or 2.5Y

Value—4 to 6

Chroma—1 or 2

Texture—silt loam

Btg horizon:

Hue—7.5YR, 10YR, or 2.5Y

Value—4 to 6

Chroma—1 or 2

Texture—silt loam

2Bt or 2Btg horizon:

Hue—2.5YR, 5YR, 7.5YR, or 10YR

Value—3 to 6

Chroma—2 to 6

Texture—sandy loam, loam, gravelly sandy loam,

or gravelly loam

2C or 2Cg horizon:

Hue—2.5YR, 5YR, 7.5YR, or 10YR

Value—3 to 6

Chroma—2 to 6

Texture—sandy loam, loam, gravelly sandy loam,

or gravelly loam

Barronett Series

Typical Pedon

Barronett silt loam, 2,060 feet east and 1,460 feet

north of the southwest corner of sec. 22, T. 35 N., R.

15 W., Polk County, Wisconsin (a representative

pedon of Barronett silt loam in Taylor County is in the

SW1/4NE1/4 of sec. 36, T. 33 N., R. 1 E.):

Ap—0 to 9 inches; black (10YR 2/1) silt loam, dark

grayish brown (10YR 4/2) dry; weak fine

subangular blocky structure; friable; common fine

roots; neutral; abrupt smooth boundary.

Eg—9 to 16 inches; gray (10YR 6/1) silt loam; weak

thick platy structure parting to weak fine

subangular blocky; friable; few fine roots; few fine

prominent reddish yellow (7.5YR 6/8) masses of

iron accumulation; few earthworm casts;

moderately acid; clear wavy boundary.

Btg1—16 to 23 inches; gray (10YR 6/1) silt loam; weak

fine subangular blocky structure; friable; few fine

roots; common clay films on faces of peds and in

pores; common fine prominent reddish yellow

(7.5YR 6/8) and few fine prominent red (2.5YR

4/6) masses of iron accumulation; moderately

acid; clear wavy boundary.

Btg2—23 to 34 inches; gray (10YR 6/1) silt loam; weak

coarse subangular blocky structure; friable; few

fine roots; few clay films on faces of peds and in

pores; few fine prominent yellowish red (5YR 4/6)

and yellowish brown (10YR 5/6) masses of iron

accumulation; moderately acid; clear wavy

boundary.

Cg—34 to 60 inches; light brownish gray (10YR 6/2),

stratified silt and very fine sand; massive breaking

to weak thick plates along depositional strata; very

friable; few fine prominent yellowish red (5YR 4/6)

and distinct yellowish brown (10YR 5/6) masses of

iron accumulation; slightly acid.

Range in Characteristics

Depth to the base of the argillic horizon: 25 to 45

inches
110 Soil Survey of

Ap or A horizon:

Hue—10YR or 2.5Y

Value—2 or 3

Chroma—1 or 2

Texture—silt loam

Eg horizon:

Hue—10YR or 2.5Y

Value—4 to 6

Chroma—1 or 2

Texture—silt loam

Btg horizon:

Hue—10YR, 2.5Y, 5Y, or 5G

Value—4 to 6

Chroma—1 or 2

Texture—silt loam or silty clay loam; strata of silt,

very fine sand, or fine sand in the lower part in

some pedons

C or Cg horizon:

Hue—5YR, 7.5YR, 10YR, 2.5Y, or 5Y

Value—4 to 6

Chroma—1 to 3

Texture—stratified very fine sand, very fine sandy

loam, loam, or silt loam; thin strata of silty clay

loam, silt, and fine sand

Beseman Series

Typical Pedon

Beseman peat, 1,995 feet west and 1,200 feet south

of the northeast corner of sec. 28, T. 38 N., R. 13 E.,

Forest County, Wisconsin (a representative pedon of

Beseman peat in Taylor County is in the SE1/4SE1/4 of

sec. 6, T. 32 N., R. 2 E.):

Oi—0 to 12 inches; peat, dark brown (10YR 3/3)

broken face and rubbed; about 90 percent fiber, 50

percent rubbed; weak coarse subangular blocky

structure; very friable; many fine roots; fibers are

primarily sphagnum moss; extremely acid (pH 4.0

in water 1:1); clear wavy boundary.

Oa1—12 to 22 inches; muck, dark reddish brown (5YR

2.5/2) broken face and rubbed; about 45 percent

fiber, 5 percent rubbed; weak coarse subangular

blocky structure; friable; few fine roots; fibers are

primarily herbaceous; extremely acid (pH 4.0 in

water 1:1); gradual wavy boundary.

Oa2—22 to 36 inches; muck, black (5YR 2.5/1) broken

face and rubbed; about 40 percent fiber, 5 percent

rubbed; moderate coarse subangular blocky

structure; friable; few fine roots; fibers are primarily

herbaceous; about 10 percent mineral material;

extremely acid (pH 4.0 in water 1:1); abrupt wavy

boundary.

Cg—36 to 60 inches; dark gray (5Y 4/1) silt loam;

massive; friable; about 3 percent gravel; few highly

decomposed root fibers in channels; very strongly

acid.

Range in Characteristics

Thickness of the organic material: 16 to 51 inches

Kind of organic material: Upper layer—peat; lower

layers—dominantly muck; thin layers of mucky

peat or peat in some pedons

Oi horizon:

Hue—5YR, 7.5YR, or 10YR

Value—2 or 3

Chroma—2 or 3

Texture—peat

Oa horizon:

Hue—5YR, 7.5YR, or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—muck

C or Cg horizon:

Hue—5YR, 7.5YR, 10YR, 2.5Y, or 5Y

Value—4 to 7

Chroma—1 to 3

Texture—silt loam, loam, very fine sandy loam,

fine sandy loam, sandy loam, sandy clay loam,

clay loam, or silty clay loam

Blackriver Series

Typical Pedon

Blackriver silt loam, 1 to 6 percent slopes, 120 feet

south and 1,950 feet east of the northwest corner of

sec. 6, T. 30 N., R. 1 E., Taylor County, Wisconsin:

Ap—0 to 9 inches; very dark grayish brown (10YR 3/2)

silt loam, light brownish gray (10YR 6/2) dry;

moderate fine granular structure; friable; many

very fine and fine roots; about 2 percent gravel;

slightly acid; abrupt smooth boundary.

E/B—9 to 18 inches; about 70 percent brown (10YR

5/3) silt loam (E), very pale brown (10YR 7/3) dry;

moderate thin platy structure; friable; tonguing into

and surrounding remnants of dark yellowish brown

(10YR 4/4) silt loam (Bt); moderate very fine

subangular blocky structure; friable; common very

fine and fine roots; few fine prominent strong
Taylor County, Wisconsin 111

brown (7.5YR 5/6) masses of iron accumulation;

about 2 percent gravel; slightly acid; gradual wavy

boundary.

B/E—18 to 25 inches; about 70 percent dark yellowish

brown (10YR 4/4) silt loam (Bt); moderate very

fine subangular blocky structure; friable; few faint

dark yellowish brown (10YR 3/4) clay films on

faces of peds; penetrated by tongues of brown

(10YR 5/3) silt loam (E), very pale brown (10YR

7/3) dry; moderate thin platy structure; friable; few

very fine roots; common fine prominent strong

brown (7.5YR 5/6) masses of iron accumulation;

about 2 percent gravel; moderately acid; gradual

wavy boundary.

Bt1—25 to 42 inches; dark yellowish brown (10YR 4/4)

silt loam; moderate fine subangular blocky

structure; friable; few very fine roots; common faint

dark yellowish brown (10YR 3/4) clay films on

faces of peds; common medium prominent strong

brown (7.5YR 5/6) masses of iron accumulation;

about 2 percent gravel; strongly acid; clear wavy

boundary.

Bt2—42 to 48 inches; dark yellowish brown (10YR 4/4)

silt loam; moderate medium subangular blocky

structure; friable; common faint dark yellowish

brown (10YR 3/4) clay films on faces of peds;

common medium prominent strong brown (7.5YR

5/6) masses of iron accumulation and few fine

distinct grayish brown (10YR 5/2) iron depletions;

about 3 percent gravel; strongly acid; clear wavy

boundary.

2Bt3—48 to 52 inches; brown (7.5YR 4/4) sandy loam;

weak medium subangular blocky structure; very

friable; few faint dark brown (7.5YR 3/4) clay films

on faces of peds; about 5 percent gravel;

moderately acid; clear wavy boundary.

3C—52 to 60 inches; yellowish brown (10YR 5/4)

sand; a few thin strata of gravelly sand; single

grain; loose; about 5 percent gravel as an average;

slightly acid.

Range in Characteristics

Thickness of the silty mantle: 40 to 60 inches

Content of gravel: 0 to 5 percent in the silty mantle, 0

to 40 percent in the loamy subsoil, and 3 to 45

percent as a weighted average in the sandy

outwash (0 to 65 percent in individual strata)

Content of cobbles: 0 to 5 percent in the silty mantle

and 0 to 10 percent in the loamy alluvium and in

the substratum

Ap horizon:

Hue—7.5YR or 10YR

Value—3 or 4

Chroma—2 or 3

Texture—silt loam

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—silt loam

E part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—silt loam

Bt horizon and Bt part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 or 5

Chroma—4 to 6

Texture—silt loam

2Bt horizon:

Hue—5YR, 7.5YR, or 10YR

Value—3 to 6

Chroma—4 to 6

Texture—loam, sandy loam, or fine sandy loam or

the gravelly analogs of these textures

3C horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—stratified sand or coarse sand or the

gravelly, very gravelly, or extremely gravelly

analogs of these textures

Brander Series

Typical Pedon

Brander silt loam, 2,500 feet south and 1,000 feet west

of the northeast corner of sec. 8, T. 29 N., R. 2 W.,

Clark County, Wisconsin (a representative pedon of

Brander silt loam in Taylor County is in the NE1/4NE1/4

of sec. 7, T. 30 N., R. 1 E.):

Ap—0 to 10 inches; dark brown (10YR 3/3) silt loam,

pale brown (10YR 6/3) dry; moderate medium

granular structure; friable; many very fine and fine

roots; moderately acid; abrupt smooth boundary.

E/B—10 to 17 inches; about 70 percent brown (10YR

5/3) silt loam (E), very pale brown (10YR 7/3) dry;

moderate medium platy structure; friable; tonguing

into and surrounding remnants of yellowish brown
112 Soil Survey of

(10YR 5/4) silt loam (Bt); moderate medium

subangular blocky structure; friable; common very

fine and fine roots; about 1 percent gravel;

moderately acid; gradual wavy boundary.

B/E—17 to 22 inches; about 60 percent yellowish

brown (10YR 5/4) silt loam (Bt); moderate medium

subangular blocky structure; friable; few faint dark

yellowish brown (10YR 4/4) clay films on faces of

peds; penetrated by tongues of brown (10YR 5/3)

silt loam (E), very pale brown (10YR 7/3) dry;

moderate medium platy structure; friable; common

very fine and fine roots; about 1 percent gravel;

strongly acid; gradual wavy boundary.

Bt1—22 to 29 inches; dark yellowish brown (10YR 4/4)

silt loam; moderate medium subangular blocky

structure; friable; few very fine and fine roots; few

distinct brown (7.5YR 4/4) clay films on faces of

peds; common medium prominent strong brown

(7.5YR 5/6) masses of iron accumulation; about 1

percent gravel; very strongly acid; clear wavy

boundary.

Bt2—29 to 32 inches; yellowish brown (10YR 5/4) silt

loam; moderate medium subangular blocky

structure; friable; few very fine and fine roots; few

distinct brown (7.5YR 4/4) clay films on faces of

peds; common medium prominent strong brown

(7.5YR 5/8) masses of iron accumulation and few

fine distinct grayish brown (10YR 5/2) iron

depletions; about 2 percent gravel; very strongly

acid; clear wavy boundary.

2Bt3—32 to 35 inches; brown (7.5YR 4/4) gravelly

loam; moderate medium subangular blocky

structure; friable; few fine roots; few faint dark

brown (7.5YR 3/4) clay films on faces of peds;

common medium distinct strong brown (7.5YR

5/6) masses of iron accumulation; about 16

percent gravel; strongly acid; clear wavy boundary.

3C—35 to 60 inches; yellowish brown (10YR 5/4),

stratified gravelly coarse sand and coarse sand;

single grain; loose; few fine faint strong brown

(7.5YR 5/6) masses of iron accumulation; about

20 percent gravel as an average; moderately acid.

Range in Characteristics

Thickness of the silty mantle: 20 to 40 inches

Content of gravel: 0 to 5 percent in the silty mantle, 0

to 40 percent in the loamy subsoil, and 3 to 45

percent as a weighted average in the sandy

outwash (0 to 65 percent in individual strata)

Content of cobbles: 0 to 5 percent throughout the

profile

Ap horizon:

Hue—7.5YR or 10YR

Value—3 to 5

Chroma—2 or 3

Texture—silt loam

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—silt loam

E part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—silt loam

Bt horizon and Bt part of glossic horizon:

Hue—7.5YR or 10YR

Value—3 to 5

Chroma—4 to 6

Texture—silt loam

2Bt horizon:

Hue—5YR, 7.5YR, or 10YR

Value—3 to 6

Chroma—4 to 6

Texture—loam or sandy loam or the gravelly or

very gravelly analogs of these textures

3C horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—stratified sand or coarse sand or the

gravelly, very gravelly, or extremely gravelly

analogs of these textures

Brill Series

Typical Pedon

Brill silt loam, 2,340 feet south and 1,040 feet west of

the northeast corner of sec. 16, T. 35 N., R. 10 W.,

Barron County, Wisconsin (a representative pedon of

Brill silt loam in Taylor County is in the SE1/4SW1/4 of

sec. 5, T. 30 N., R. 1 E.):

Ap—0 to 7 inches; dark brown (10YR 3/3) silt loam,

pale brown (10YR 6/3) dry; moderate medium

granular structure; friable; common fine roots;

slightly acid; abrupt smooth boundary.

E—7 to 11 inches; brown (10YR 5/3) silt loam, very

pale brown (10YR 7/3) dry; moderate medium

platy structure; friable; common fine roots; slightly

acid; clear wavy boundary.

E/B—11 to 19 inches; about 60 percent brown (10YR

5/3) silt loam (E), very pale brown (10YR 7/3) dry;

moderate medium platy structure; friable; tonguing
Taylor County, Wisconsin 113

into and surrounding remnants of dark yellowish

brown (10YR 4/4) silt loam (Bt); moderate medium

subangular blocky structure; friable; few faint dark

brown (10YR 3/3) clay films on faces of peds; few

fine roots; moderately acid; clear wavy boundary.

Bt1—19 to 34 inches; brown (7.5YR 4/4) silt loam;

moderate medium subangular blocky structure;

friable; few fine roots; few distinct dark brown

(10YR 3/3) clay films on faces of peds; few fine

prominent yellowish brown (10YR 5/6) masses of

iron accumulation; strongly acid; clear wavy

boundary.

2Bt2—34 to 38 inches; brown (7.5YR 4/4) loam;

moderate coarse subangular blocky structure;

friable; few fine roots; few distinct dark brown

(10YR 3/3) clay films on faces of peds; common

medium distinct strong brown (7.5YR 5/6) masses

of iron accumulation; about 3 percent gravel;

strongly acid; clear smooth boundary.

3C—38 to 60 inches; yellowish red (5YR 4/6), stratified

gravelly sand and sand; single grain; loose; about

25 percent gravel as an average; very strongly

acid.

Range in Characteristics

Thickness of the silty mantle: 20 to 40 inches

Content of gravel: 0 to 5 percent in the silty mantle, 0

to 40 percent in the loamy subsoil, and 3 to 45

percent as a weighted average in the sandy

outwash (0 to 65 percent in individual strata)

Content of cobbles: 0 to 5 percent throughout the

profile

Ap horizon:

Hue—7.5YR or 10YR

Value—3 to 5

Chroma—2 or 3

Texture—silt loam

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—silt loam

E horizon and E part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—silt loam

Bt horizon and Bt part of glossic horizon:

Hue—7.5YR or 10YR

Value—3 to 5

Chroma—4 to 6

Texture—silt loam

2Bt horizon:

Hue—5YR, 7.5YR, or 10YR

Value—3 to 6

Chroma—4 to 6

Texture—loam, sandy loam, or sandy clay loam or

the gravelly or very gravelly analogs of these

textures

3C horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—stratified sand or coarse sand or the

gravelly, very gravelly, or extremely gravelly

analogs of these textures

Capitola Series

Typical Pedon

Capitola muck, 1,840 feet north and 70 feet west of

the southeast corner of sec. 12, T. 33 N., R. 8 E.,

Lincoln County, Wisconsin (a representative pedon of

Capitola muck in Taylor County is in the NE1/4NW1/4 of

sec. 34, T. 31 N., R. 3 E.):

Oa—0 to 5 inches; muck, black (10YR 2/1) broken

face and rubbed, very dark gray (10YR 3/1)

pressed; about 30 percent fiber, 9 percent rubbed;

moderate very fine subangular blocky structure;

very friable; many fine roots; primarily herbaceous

fibers and some woody ones; about 5 percent

brown (7.5YR 4/4) wood fragments; about 20

percent mineral ash material; brown (10YR 4/3)

sodium pyrophosphate extract; strongly acid;

abrupt smooth boundary.

A—5 to 7 inches; very dark gray (10YR 3/1) silt loam,

gray (10YR 5/1 dry; weak fine subangular blocky

structure; friable; many fine roots; few fine

prominent dark brown (7.5YR 3/4) masses of iron

accumulation; about 1 percent gravel and 10

percent cobbles; strongly acid; abrupt wavy

boundary.

Bg1—7 to 10 inches; gray (10YR 5/1) silt loam; weak

medium subangular blocky structure; firm; a few

vertical cleavage planes; few fine roots; common

fine prominent brown (7.5YR 4/4) masses of iron

accumulation; about 1 percent gravel; moderately

acid; abrupt wavy boundary.

Bg2—10 to 15 inches; dark grayish brown (10YR 4/2)

silt loam; weak medium subangular blocky

structure; firm; a few vertical cleavage planes; few

fine roots; common fine prominent brown (7.5YR

4/4) and common medium faint brown (10YR 5/3)

masses of iron accumulation and common
114 Soil Survey of

medium faint gray (10YR 5/1) iron depletions;

common fine prominent dark reddish brown (5YR

2.5/2) concretions (iron and manganese oxides);

about 1 percent gravel; very strongly acid; clear

wavy boundary.

Bg3—15 to 22 inches; grayish brown (10YR 5/2) silt

loam; weak fine subangular blocky structure;

friable; a few vertical cleavage planes; few fine

roots; few fine prominent dark red (2.5YR 3/6),

common medium faint brown (10YR 5/3), and

many medium prominent yellowish red (5YR 4/6)

masses of iron accumulation; common fine

prominent dark reddish brown (5YR 2.5/2)

concretions (iron and manganese oxides); about 2

percent gravel; moderately acid; abrupt wavy

boundary.

2Btg—22 to 33 inches; brown (7.5YR 4/2) sandy loam;

moderate thin and very thin platy structure; friable;

a few vertical cleavage planes; few fine roots;

common distinct very dark gray (10YR 3/1) clay

films on faces of peds and many distinct very dark

gray (10YR 3/1) clay films in pores; few fine

prominent greenish gray (5GY 5/1) and common

medium faint brown (7.5YR 5/2) iron depletions;

common medium distinct brown (7.5YR 4/4) and

many fine prominent reddish brown (5YR 4/4)

masses of iron accumulation; common fine and

medium prominent very dusky red (2.5YR 2.5/2)

concretions (iron and manganese oxides); about 8

percent gravel and 2 percent cobbles; strongly

acid; gradual wavy boundary.

2Cd—33 to 60 inches; brown (7.5YR 4/4) sandy loam;

massive but tends to part along horizontal

cleavage planes to weak thin plates; firm; dense

and compact; few fine prominent yellowish red

(5YR 4/6) masses of iron accumulation; about 8

percent gravel and 2 percent cobbles; moderately

acid.

Range in Characteristics

Depth to dense loamy glacial till: 20 to 40 inches

Thickness of the silty or loamy mantle: 0 to 36 inches

Content of gravel: 0 to 15 percent in the silty or loamy

mantle and 3 to 35 percent in the till

Content of cobbles: 0 to 15 percent throughout the

profile

Content of stones: 0 to 5 percent throughout the profile

Percentage of surface covered by stones: 0.1 to 3.0

percent

Other features: Some pedons have a 2Cg horizon.

Oa horizon:

Hue—5YR, 7.5YR, or 10YR

Value—2 to 3

Chroma—1 or 2

Texture—muck

A horizon:

Hue—10YR

Value—2 or 3

Chroma—1 or 2

Texture—silt loam or loam

Ap horizon (if it occurs):

Hue—10YR

Value—2 or 3

Chroma—2 or 3

Texture—silt loam or loam

Bg horizon:

Hue—7.5YR, 10YR, 2.5Y, or 5Y

Value—4 to 6

Chroma—1 or 2

Texture—silt loam, loam, sandy loam, or fine

sandy loam

2Bt or 2Btg horizon:

Hue—2.5YR, 5YR, or 7.5YR

Value—3 to 6

Chroma—1 to 4

Texture—sandy loam, fine sandy loam, gravelly

sandy loam, or gravelly fine sandy loam

2Cd horizon:

Hue—2.5YR, 5YR, or 7.5YR

Value—3 to 6

Chroma—3 or 4

Texture—sandy loam, fine sandy loam, gravelly

sandy loam, or gravelly fine sandy loam

Cathro Series

Typical Pedon

Cathro muck, 2,530 feet south and 1,030 feet west of

the northeast corner of sec. 35, T. 34 N., R. 7 E.,

Lincoln County, Wisconsin (a representative pedon of

Cathro muck in Taylor County is in the SE1/4NE1/4 of

sec. 22, T. 32 N., R. 2 E.):

Oa1—0 to 15 inches; muck, black (5YR 2/1) broken

face, dark reddish brown (5YR 2/2) rubbed and

pressed; about 15 percent fiber, 3 percent rubbed;

weak fine subangular blocky structure; very friable;

many fine roots; herbaceous and woody fibers;

dark brown (10YR 4/3) sodium pyrophosphate

extract; about 10 percent dark reddish brown (5YR

3/3) wood fragments; moderately acid (pH 5.7 by

the Truog method); clear smooth boundary.

Oa2—15 to 28 inches; muck, dark reddish brown (5YR
Taylor County, Wisconsin 115

3/2) broken face, dark reddish brown (5YR 2/2)

rubbed and pressed; about 30 percent fiber, 5

percent rubbed; massive; very friable; woody and

herbaceous fibers; dark brown (10YR 4/3) sodium

pyrophosphate extract; about 2 percent dark

reddish brown (5YR 3/3) wood fragments;

moderately acid (pH 5.8 by the Truog method);

abrupt smooth boundary.

Cg1—28 to 49 inches; dark gray (5Y 4/1) loam;

common medium prominent olive brown (2.5Y 4/4)

masses of iron accumulation; massive; friable;

about 3 percent gravel; slightly acid; clear wavy

boundary.

Cg2—49 to 60 inches; dark grayish brown (2.5Y 4/2)

sandy loam; common medium distinct olive brown

(2.5Y 4/4) masses of iron accumulation; massive;

friable; about 5 percent gravel and 1 percent

cobbles; moderately acid.

Range in Characteristics

Thickness of the organic material: 16 to 51 inches

Kind of organic material: Dominantly muck; thin layers

of mucky peat or peat in some pedons

Content of rock fragments: 0 to 25 percent in the C or

Cg horizon

Oa horizon:

Hue—5YR, 7.5YR, or 10YR

Value—2 to 3

Chroma—1 to 3

Texture—muck

C or Cg horizon:

Hue—5YR, 7.5YR, 10YR, 2.5Y, 5GY, 5GB, or 5Y

Value—4 to 6

Chroma—1 to 3

Texture—sandy loam, fine sandy loam, very fine

sandy loam, sandy clay loam, loam, silt loam,

clay loam, gravelly sandy loam, gravelly loam,

or silty clay loam

Cebana Series

Typical Pedon

Cebana silt loam, 250 feet south and 2,600 feet east of

the northwest corner of sec. 17, T. 38 N., R. 27 W.,

Mille Lacs County, Minnesota (a representative

pedon of Cebana silt loam in Taylor County is in the

NW1/4NE1/4 of sec. 32, T. 31 N., R. 1 W.):

Ap—0 to 8 inches; black (2.5Y 2/1) silt loam, gray

(2.5Y 5/1) dry; weak fine subangular blocky

structure; friable; about 2 percent gravel;

moderately acid; abrupt smooth boundary.

Eg—8 to 13 inches; dark gray (5Y 4/1) silt loam, gray

(5Y 6/1) dry; weak thick platy structure; friable;

common medium prominent strong brown (7.5YR

4/6) masses of iron accumulation; about 2 percent

gravel and 2 percent stones; strongly acid; clear

wavy boundary.

E/B—13 to 27 inches; 80 percent light olive gray (5Y

6/2) silt loam (Eg); 20 percent olive gray (5Y 4/2)

silt loam (Bt): weak medium platy structure parting

to weak very fine subangular blocky; friable;

common medium prominent strong brown (7.5YR

4/6) masses of iron accumulation; about 2 percent

gravel; strongly acid; clear wavy boundary.

2Bt1—27 to 35 inches; brown (7.5YR 4/4) loam; weak

medium subangular blocky structure; friable;

distinct discontinuous grayish brown (2.5Y 5/2)

skeletans on faces of peds and distinct

discontinuous dark brown (7.5YR 3/4) clay films

on faces of peds and in pores; common medium

and coarse prominent yellowish red (5YR 5/6)

masses of iron accumulation; about 5 percent

gravel; strongly acid; diffuse wavy boundary.

2Bt2—35 to 49 inches; brown (7.5YR 4/4) loam;

moderate medium subangular blocky structure;

friable; distinct discontinuous dark brown (7.5YR

3/4) clay films on faces of peds and in pores;

common medium distinct reddish brown (5YR 5/3)

iron depletions and common medium prominent

yellowish red (5YR 4/6) masses of iron

accumulation; about 5 percent gravel; moderately

acid; clear wavy boundary.

2BCd—49 to 67 inches; brown (7.5YR 4/3) sandy

loam; weak very coarse prismatic structure; tends

to part along horizontal cleavage planes to

moderate medium plates inherited from the parent

material; firm; few medium and coarse faint

reddish brown (5YR 5/3) iron depletions and few

medium and coarse prominent yellowish red (5YR

4/6) masses of iron accumulation; about 5 percent

gravel; slightly acid; gradual wavy boundary.

2Cd—67 to 80 inches; brown (7.5YR 4/3) sandy

loam; massive but has medium platelike soil

fragments; firm; about 5 percent gravel; slightly

acid.

Range in Characteristics

Depth to dense loamy glacial till: 60 to more than 80

inches

Thickness of the silty mantle: 15 to 30 inches

Content of gravel: 0 to 5 percent in the silty mantle, 2

to 15 percent in the 2B horizons, and 5 to 20

percent in the till

Content of cobbles: 0 to 5 percent throughout the

profile
116 Soil Survey of

Content of stones: 0 to 5 percent throughout the profile

Percentage of surface covered by stones: 0.1 to 3.0

percent

A horizon:

Hue—10YR or 2.5Y

Value—2 or 3

Chroma—1

Texture—silt loam

Eg horizon and E part of glossic horizon:

Hue—10YR. 2.5Y, or 5Y

Value—4 to 6

Chroma—1 or 2

Texture—silt loam

Btg horizon (if it occurs) and Bt part of glossic horizon:

Hue—10YR or 2.5Y

Value—4 to 6

Chroma—1 or 2

Texture—silt loam or silty clay loam

2Bt horizon:

Hue—5YR or 7.5YR

Value—3 to 5

Chroma—3 or 4

Texture—loam, fine sandy loam, or sandy loam

2BCd horizon:

Hue—5YR or 7.5YR

Value—3 or 4

Chroma—3 or 4

Texture—sandy loam or fine sandy loam

2Cd horizon:

Hue—5YR or 7.5YR

Value—3 or 4

Chroma—3 or 4

Texture—sandy loam, fine sandy loam, gravelly

sandy loam, or gravelly fine sandy loam

Comstock Series

Typical Pedon

Comstock silt loam, 300 feet north and 3,840 feet

west of the southeast corner of sec. 22, T. 35 N., R.

15 W., Polk County, Wisconsin (a representative

pedon of Comstock silt loam in Taylor County is in

the NE1/4SE1/4 of sec. 12, T. 32 N., R. 1 E.):

Ap—0 to 8 inches; very dark grayish brown (10YR 3/2)

silt loam, light brownish gray (10YR 6/2) dry; weak

and moderate fine subangular blocky structure;

friable; many fine roots; moderately acid; abrupt

smooth boundary.

E1—8 to 11 inches; brown (10YR 5/3) silt loam, very

pale brown (10YR 7/3) dry; moderate medium

platy structure; friable; common fine roots; few

medium prominent strong brown (7.5YR 5/6)

masses of iron accumulation; moderately acid;

clear smooth boundary.

E2—11 to 15 inches; grayish brown (10YR 5/2) silt

loam, light gray (10YR 7/2) dry; moderate medium

platy structure; friable; common fine roots; many

medium prominent strong brown (7.5YR 5/6)

masses of iron accumulation; strongly acid; clear

smooth boundary.

B/E—15 to 21 inches; about 60 percent dark yellowish

brown (10YR 4/4) silt loam (Bt); moderate fine and

medium subangular blocky structure; friable; few

distinct clay films on faces of peds; many medium

prominent strong brown (7.5YR 5/6) masses of

iron accumulation; penetrated by tongues of

grayish brown (10YR 5/2) silt loam (E), light gray

(10YR 7/2) dry; moderate medium platy structure;

friable; common fine roots; many medium

prominent strong brown (7.5YR 5/6) masses of

iron accumulation; strongly acid; clear wavy

boundary.

Bt1—21 to 28 inches; dark yellowish brown (10YR 4/4)

silt loam; weak coarse prismatic structure parting

to moderate medium subangular blocky; firm; few

fine roots; common distinct clay films on faces of

peds and in channels; few distinct coatings of light

brownish gray (10YR 6/2) silt, mostly along

vertical faces of prisms; many medium prominent

strong brown (7.5YR 5/6) masses of iron

accumulation and common medium distinct dark

grayish brown (10YR 4/2) iron depletions; strongly

acid; clear wavy boundary.

Bt2—28 to 34 inches; dark yellowish brown (10YR 4/4)

and yellowish brown (10YR 5/4) silt loam; weak

coarse prismatic structure parting to weak coarse

and medium subangular blocky; firm; few fine

roots; common distinct clay films on faces of peds

and in channels; common medium prominent

strong brown (7.5YR 5/6) masses of iron

accumulation; strongly acid; clear wavy boundary.

BC—34 to 44 inches; yellowish brown (10YR 5/4) and

grayish brown (10YR 5/2) silt loam that has strata

of fine sand and very fine sand; weak coarse

prismatic structure parting to weak coarse

subangular blocky; friable; strongly acid; gradual

wavy boundary.

C—44 to 60 inches; yellowish brown (10YR 5/4),

stratified silt, silt loam, and very fine sand;

massive; tends to break horizontally along textural

strata; strongly acid.

Range in Characteristics

Depth to stratified lacustrine deposits: 24 to 40 inches
Taylor County, Wisconsin 117

Ap horizon:

Hue—10YR

Value—2 or 3

Chroma—2 or 3

Texture—silt loam

A horizon (if it occurs):

Hue—10YR

Value—2 or 3

Chroma—1 or 2

Texture—silt loam

E horizon and E part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—silt loam

Bt horizon and Bt part of glossic horizon:

Hue—2.5YR, 5YR, 7.5YR, or 10YR

Value—4 or 5

Chroma—3 or 4

Texture—silt loam or silty clay loam; thin strata of

silt, very fine sandy loam, loam, fine sandy

loam, loamy very fine sand, loamy fine sand,

very fine sand, fine sand, or sand in the lower

part in some pedons

BC horizon and C horizon:

Hue—2.5YR, 5YR, 7.5YR, or 10YR

Value—3 to 5

Chroma—2 to 6

Texture—silt loam with thin strata silty clay loam,

silt, fine sandy loam, very fine sandy loam, fine

sand, very fine sand, loamy fine sand, loamy

very fine sand, or loam

Crystal Lake Series

Typical Pedon

Crystal Lake silt loam, 1,350 feet north and 2,600

feet east of the southwest corner of sec. 22, T. 35 N.,

R. 15 W., Polk County, Wisconsin (a representative

pedon of Crystal Lake silt loam in Taylor County is in

the SE1/4SW1/4 of sec. 3, T. 33 N., R. 2 E.):

Ap—0 to 8 inches; dark grayish brown (10YR 4/2) silt

loam, pale brown (10YR 6/3) dry; moderate fine

granular structure; friable; common roots; slightly

acid; abrupt smooth boundary.

E—8 to 12 inches; light brownish gray (10YR 6/2) silt

loam, light gray (10YR 7/2) dry; weak thin platy

structure; very friable; few roots; few fine

prominent yellowish red (5YR 4/6) masses of iron

accumulation; moderately acid; clear wavy

boundary.

B/E—12 to 20 inches; about 70 percent dark yellowish

brown (10YR 4/4) silt loam (Bt); moderate fine

subangular blocky structure; friable; common faint

clay films on faces of peds; penetrated by tongues

of light brownish gray (10YR 6/2) silt loam (E),

light gray (10YR 7/2) dry; weak thin platy structure;

friable; few roots; few fine prominent strong brown

(7.5YR 5/6) masses of iron accumulation; strongly

acid; clear wavy boundary.

Bt1—20 to 26 inches; dark yellowish brown (10YR 4/4)

silt loam; moderate fine subangular blocky

structure; friable; few roots; common distinct clay

films on faces of peds; common distinct coatings

of clean silt grains on vertical faces of peds;

common fine prominent strong brown (7.5YR 5/6)

masses of iron accumulation; strongly acid; clear

wavy boundary.

Bt2—26 to 32 inches; dark yellowish brown (10YR 4/4)

silt loam that has a few thin strata of very fine

sandy loam; weak medium subangular blocky

structure; friable; few roots; few distinct clay films,

mainly on vertical faces of peds; common distinct

clay films in pores and root channels; few distinct

coatings of clean silt grains on vertical faces of

peds; common fine distinct pale brown (10YR 6/3)

and common fine prominent brownish yellow

(10YR 6/8) masses of iron accumulation; strongly

acid; clear wavy boundary.

C—32 to 60 inches; yellowish brown (10YR 5/4) silt

loam that has thin strata of very fine sand;

massive; breaks to weak thick plates along

depositional strata; friable; many fine distinct light

brownish gray (10YR 6/2) iron depletions and few

medium distinct brownish yellow (10YR 6/8) and

few fine prominent strong brown (7.5YR 5/6)

masses of iron accumulation; moderately acid.

Range in Characteristics

Depth to stratified lacustrine deposits: 24 to 40

inches

Ap horizon:

Hue—10YR

Value—3 or 4

Chroma—2 or 3

Texture—silt loam

A horizon (if it occurs):

Hue—10YR

Value—2 or 3

Chroma—1 or 2

Texture—silt loam

E horizon and E part of glossic horizon:

Hue—10YR

Value—4 to 6
118 Soil Survey of

Chroma—2 or 3

Texture—silt loam or silt

Bt horizon and Bt part of glossic horizon:

Hue—2.5YR, 5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—3 or 4

Texture—silt loam or silty clay loam; thin strata of

silt, very fine sandy loam, loam, fine sandy

loam, loamy very fine sand, loamy fine sand,

very fine sand, fine sand, or sand in the lower

part

C horizon:

Hue—2.5YR, 5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—3 or 4

Texture—silt loam with thin strata of silt, very fine

sandy loam, loam, fine sandy loam, loamy very

fine sand, loamy fine sand, very fine sand, fine

sand, or sand

Fordum Series

Typical Pedon

Fordum silt loam, 1,195 feet east and 820 feet north of

the southwest corner of sec. 33, T. 29 N., R. 7 E.,

Marathon County, Wisconsin (a representative

pedon of Fordum silt loam in Taylor County is in the

NW1/4SW1/4 of sec. 4, T. 31 N., R. 1 E.):

A—0 to 6 inches; very dark brown (10YR 2/2) silt

loam, grayish brown (10YR 5/2) dry; moderate fine

subangular blocky structure; friable; many fine and

medium roots; neutral; abrupt wavy boundary.

Cg1—6 to 18 inches; dark gray (5Y 4/1) silt loam;

weak coarse subangular blocky structure; friable;

few fine roots; common medium prominent

yellowish brown (10YR 5/6) masses of iron

accumulation; many thin strata of fine sandy loam;

moderately acid; clear wavy boundary.

Cg2—18 to 30 inches; dark gray (10YR 4/1) fine

sandy loam; massive; friable; common fine

prominent strong brown (7.5YR 5/6) masses of

iron accumulation; many thin strata of silt loam

and fine sand; moderately acid; clear wavy

boundary.

Cg3—30 to 60 inches; gray (10YR 5/1) sand; single

grain; loose; few thin strata of silt loam; slightly

acid.

Range in Characteristics

Thickness of the silty and loamy mantle: 24 to 40

inches

Content of gravel: 0 to 35 percent in the silty and

loamy alluvium and 0 to 60 percent in the sandy or

sandy and gravelly alluvium

Content of cobbles: 0 to 10 percent throughout the

profile

A horizon:

Hue—7.5YR, 10YR, 2.5Y, or 5Y

Value—2 or 3

Chroma—1 or 2

Texture—silt loam

Cg horizon in the silty and loamy alluvium:

Hue—7.5YR, 10YR, 2.5Y, or 5Y

Value—2 to 6

Chroma—1 or 2

Texture—stratified silt loam, loam, very fine sandy

loam, sandy loam, or fine sandy loam or the

gravelly, very gravelly, or mucky analogs of

these textures; thin strata of coarser textures or

organic materials in some pedons

C or Cg horizon in the sandy alluvium:

Hue—5YR, 7.5YR, 10YR, 2.5Y, or 5Y

Value—4 to 6

Chroma—1 to 4

Texture—sand, coarse sand, sand, fine sand,

loamy sand, loamy coarse sand, or loamy fine

sand or the gravelly or very gravelly analogs of

these textures; stratified sand and gravel with

thin strata of finer textures in some pedons

Freeon Series

Typical Pedon

Freeon silt loam, 1,900 feet north and 750 feet west of

the southeast corner of sec. 24, T. 39 N., R. 9 W.,

Sawyer County, Wisconsin (a representative pedon of

Freeon silt loam in Taylor County is in the NW1/4SW1/4

of sec. 27, T. 32 N., R. 2 E.):

Oi—0 to 1 inch; slightly decomposed (fibric) plant

material, black (7.5YR 2.5/1) broken face and

rubbed; about 95 percent fiber, 90 percent rubbed;

massive; very friable; many very fine and fine and

common medium and coarse roots; very strongly

acid (pH 4.5 in water 1:1); abrupt smooth

boundary.

A—1 to 5 inches; very dark brown (10YR 2/2) silt

loam, light brownish gray (10YR 6/2) dry;

moderate medium granular structure; friable; many

very fine, fine, and medium roots; about 5 percent

gravel and 3 percent cobbles; moderately acid;

abrupt wavy boundary.

Bw—5 to 9 inches; dark yellowish brown (10YR 3/4)
Taylor County, Wisconsin 119

silt loam; moderate medium subangular blocky

structure; friable; common very fine and fine roots;

about 5 percent gravel and 3 percent cobbles;

moderately acid; clear wavy boundary.

E—9 to 13 inches; brown (10YR 5/3) silt loam, very

pale brown (10YR 7/3) dry; moderate medium

platy structure; friable; common very fine and fine

roots; about 5 percent gravel and 3 percent

cobbles; moderately acid; clear wavy boundary.

E/B—13 to 19 inches; about 70 percent brown (10YR

5/3) silt loam (E), very pale brown (10YR 7/3) dry;

moderate medium platy structure; friable; tonguing

into or surrounding remnants of brown (7.5YR 4/4)

silt loam (Bt); moderate medium subangular

blocky structure; friable; few very fine and fine

roots; common medium distinct strong brown

(7.5YR 5/6) masses of iron accumulation; about 5

percent gravel and 3 percent cobbles; moderately

acid; clear wavy boundary.

2B/E—19 to 26 inches; about 70 percent dark reddish

brown (5YR 3/4) sandy loam (Bt); moderate

medium subangular blocky structure; friable; few

faint dark reddish brown (5YR 3/3) clay films on

horizontal faces of peds; penetrated by tongues of

reddish brown (5YR 5/3) sandy loam (E), pink

(5YR 7/3) dry; weak medium platy structure;

friable; few very fine and fine roots; common

medium prominent yellowish red (5YR 5/8)

masses of iron accumulation; about 10 percent

gravel and 3 percent cobbles; moderately acid;

clear wavy boundary.

2Bt—26 to 38 inches; dark reddish brown (5YR 3/4)

sandy loam; moderate medium prismatic

structure; tends to part along horizontal cleavage

planes to weak thin plates inherited from the

parent material; firm; few very fine and fine roots;

common faint dark reddish brown (5YR 3/3) clay

films on all faces of peds; common medium

prominent yellowish red (5YR 5/8) masses of iron

accumulation; about 10 percent gravel and 3

percent cobbles; slightly acid; clear wavy

boundary.

2BCd—38 to 58 inches; reddish brown (5YR 4/4)

sandy loam; weak coarse prismatic structure;

tends to part along horizontal cleavage planes to

weak thin plates inherited from the parent

material; firm; few faint dark reddish brown (5YR

3/4) clay films on top faces of peds; few medium

prominent yellowish red (5YR 5/8) masses of iron

accumulation; about 10 percent gravel and 3

percent cobbles; slightly acid; gradual wavy

boundary.

2Cd—58 to 60 inches; reddish brown (2.5YR 4/4)

sandy loam; massive; tends to part along

horizontal cleavage planes to weak thin plates;

firm; about 10 percent gravel and 3 percent

cobbles; slightly acid.

Range in Characteristics

Depth to dense loamy glacial till: 40 to 60 inches

Thickness of the silty mantle: 12 to 36 inches

Content of gravel: 0 to 10 percent in the silty mantle

and 5 to 35 percent in the till

Content of cobbles: 0 to 3 percent in the silty mantle

and 0 to 10 percent in the till

Content of stones: 0 to 5 percent throughout the profile

Percentage of surface covered by stones: 0.1 to 3.0

percent

O horizon:

Hue—7.5YR or 10YR

Value—2 to 3

Chroma—1 or 2

Texture—sapric, hemic, or fibric material

A horizon:

Hue—10YR

Value—2 or 3

Chroma—1 to 3

Texture—silt loam

Ap horizon (if it occurs):

Hue—10YR

Value—3 or 4

Chroma—2 or 3

Texture—silt loam

Bw horizon:

Hue—10YR

Value—3 to 6

Chroma—4 to 6

Texture—silt loam

E horizon and E part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 or 5

Chroma—2 or 3

Texture—silt loam

Bt part of glossic horizon:

Hue—7.5YR or 10YR

Value—3 to 5

Chroma—4 to 6

Texture—silt loam

2E part of glossic horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—loamy sand, sandy loam, or loam or the

gravelly analogs of these textures
120 Soil Survey of

2Bt part of glossic horizon:

Hue—2.5YR, 5YR, 7.5YR, or 10YR

Value—3 to 5

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

2Bt horizon:

Hue—2.5YR, 5YR, or 7.5YR

Value—3 to 5

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

2BCd horizon:

Hue—2.5YR, 5YR, or 7.5YR

Value—3 to 5

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

2Cd horizon:

Hue—2.5YR, 5YR, or 7.5YR

Value—3 to 5

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

Loxley Series

Typical Pedon

Loxley peat, 100 feet west and 1,825 feet south of the

northeast corner of sec. 26, T. 39 N., R. 13 E., Forest

County, Wisconsin (a representative pedon of Loxley

peat in Taylor County is in the SW1/4SW1/4 of sec. 5, T.

32 N., R. 2 E.):

Oi—0 to 12 inches; peat, dark yellowish brown (10YR

3/4) broken face and rubbed; about 80 percent

fiber, 50 percent rubbed; moderate medium

subangular blocky structure; very friable; many

fine roots; fibers are primarily sphagnum moss;

extremely acid (pH 4.0 in water 1:1); clear wavy

boundary.

Oa1—12 to 34 inches; muck, black (5YR 2.5/1) broken

face, dark reddish brown (5YR 2.5/2) rubbed;

about 56 percent fiber, 8 percent rubbed;

moderate coarse subangular blocky structure;

friable; few fine roots; fibers are primarily

herbaceous; extremely acid (pH 4.0 in water 1:1);

gradual wavy boundary.

Oa2—34 to 41 inches; muck, black (5YR 2.5/1) broken

face and rubbed; about 40 percent fiber, 6 percent

rubbed; weak medium subangular blocky

structure; friable; few fine roots; fibers are primarily

herbaceous; extremely acid (pH 4.3 in water 1:1);

gradual wavy boundary.

Oa3—41 to 60 inches; muck, black (5YR 2.5/1) broken

face and rubbed; about 48 percent fiber, 8 percent

rubbed; massive; friable; fibers are primarily

herbaceous; extremely acid (pH 4.3 in water 1:1).

Range in Characteristics

Thickness of the organic material: More than 51

inches

Kind of organic material: Upper layer—peat; lower

layers—dominantly muck; thin layers of mucky

peat or peat in some pedons

Oi horizon:

Hue—5YR, 7.5YR, or 10YR

Value—3 to 5

Chroma—2 to 6

Texture—peat

Oa horizon:

Hue—2.5YR, 5YR, 7.5YR, 10YR, or 2.5Y

Value—2 to 5

Chroma—1 to 4

Texture—muck

Loyal Series

Typical Pedon

Loyal silt loam, 200 feet east and 1,300 feet south of

the northwest corner of sec. 28, T. 25 N., R. 1 E., Clark

County, Wisconsin (a representative pedon of Loyal silt

loam in Taylor County is in the SE1/4NW1/4 of sec. 36, T.

30 N., R. 2 E.):

Ap—0 to 9 inches; very dark grayish brown (10YR 3/2)

silt loam, light brownish gray (10YR 6/2) dry;

moderate fine subangular blocky structure; friable;

common fine roots; neutral; abrupt smooth

boundary.

E—9 to 14 inches; brown (10YR 5/3) silt loam, very

pale brown (10YR 7/3) dry; moderate thick platy

structure parting to moderate fine subangular

blocky; friable; few fine roots; common medium

distinct brownish yellow (10YR 6/6) masses of iron

accumulation; neutral; abrupt smooth boundary.

E/B—14 to 20 inches; 75 percent brown (10YR 5/3)

silt loam (E), very pale brown (10YR 7/3) dry;

moderate medium subangular blocky structure;

friable; tonguing into or surrounding remnants of

brown (7.5YR 5/4) silt loam (Bt); strong coarse

prismatic structure parting to strong medium and

coarse subangular blocky; firm; few fine roots; few

faint brown (7.5YR 4/4) clay films on faces of

peds; common medium prominent strong brown
Taylor County, Wisconsin 121

(7.5YR 5/6) masses of iron accumulation; strongly

acid; clear wavy boundary.

2B/E—20 to 24 inches; 75 percent reddish brown

(5YR 5/4) loam (Bt); strong coarse prismatic

structure parting to strong coarse subangular

blocky; firm; few faint reddish brown (5YR 4/4) clay

films on faces of peds; penetrated by tongues of

brown (7.5YR 5/3) silt loam (E), light brown

(7.5YR 6/3) dry; moderate coarse subangular

blocky structure; friable; common fine distinct

strong brown (7.5YR 5/6) masses of iron

accumulation; about 4 percent gravel; very

strongly acid; clear wavy boundary.

2Bt1—24 to 36 inches; reddish brown (5YR 4/4) loam;

strong coarse prismatic structure parting to strong

coarse subangular blocky; firm; common faint dark

reddish brown (5YR 3/4) clay films on faces of

peds; common medium prominent reddish yellow

(7.5YR 6/8) masses of iron accumulation; about 4

percent gravel; very strongly acid; gradual smooth

boundary.

2Bt2—36 to 45 inches; yellowish red (5YR 4/6) loam;

moderate coarse subangular blocky structure;

firm; few distinct reddish brown (5YR 4/4) clay

films on vertical faces of peds; common medium

distinct strong brown (7.5YR 5/6) masses of iron

accumulation; about 4 percent gravel; very

strongly acid; gradual smooth boundary.

2C—45 to 60 inches; brown (7.5YR 5/4) sandy loam;

massive; firm; common medium distinct strong

brown (7.5YR 5/6) masses of iron accumulation;

about 4 percent gravel; strongly acid.

Range in Characteristics

Thickness of the silty mantle: 12 to 36 inches

Content of gravel: 0 to 10 percent in the silty mantle

and 3 to 35 percent in the till

Content of cobbles: 0 to 5 percent in the silty mantle

and 0 to 10 percent in the till

Other features: Some pedons have a 2BC horizon.

Ap horizon:

Hue—10YR

Value—3 or 4

Chroma—1 to 3

Texture—silt loam

A horizon (if it occurs):

Hue—10YR

Value—2 or 3

Chroma—1 or 2

Texture—silt loam

E horizon and E part of glossic horizon:

Hue—10YR

Value—4 to 6

Chroma—2 or 3

Texture—silt loam or silt

Bt part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 or 5

Chroma—3 to 6

Texture—silt loam

2Bt horizon and 2Bt part of glossic horizon:

Hue—5YR, 7.5YR, or 10YR

Value—3 to 5

Chroma—4 to 6

Texture—sandy loam, loam, sandy clay loam, or

clay loam or the gravelly analogs of these

textures

2C horizon:

Hue—5YR or 7.5YR

Value—3 to 5

Chroma—4 to 6

Texture—sandy loam, loam, or sandy clay loam or

the gravelly analogs of these textures

Lupton Series

Typical Pedon

Lupton muck, 2,000 feet west and 650 feet north of the

southeast corner of sec. 5, T. 38 N., R. 13 E., Forest

County, Wisconsin (a representative pedon of Lupton

muck in Taylor County is in the SE1/4SE1/4 of sec. 7, T.

33 N., R. 3 E.):

Oa1—0 to 10 inches; muck, black (10YR 2/1) broken

face and rubbed; about 66 percent fiber, 15

percent rubbed; moderate medium subangular

blocky structure; very friable; many fine roots;

fibers are primarily herbaceous; about 10 percent

woody fragments; moderately acid (pH 6.0 in

water 1:1); gradual wavy boundary.

Oa2—10 to 25 inches; muck, black (10YR 2/1) broken

face and rubbed; about 60 percent fiber, 15

percent rubbed; weak medium subangular blocky

structure; very friable; few fine roots; fibers are

primarily herbaceous; about 10 percent woody

fragments; moderately acid (pH 6.0 in water 1:1);

gradual wavy boundary.

Oa3—25 to 46 inches; muck, black (10YR 2/1) broken

face and rubbed; about 64 percent fiber, 15

percent rubbed; massive; very friable; fibers are

primarily herbaceous; about 10 percent woody

fragments; moderately acid (pH 6.0 in water 1:1);

gradual wavy boundary.

Oa4—46 to 60 inches; muck, black (10YR 2/1) broken

face and rubbed; about 72 percent fiber, 13
122 Soil Survey of

percent rubbed; massive; very friable; fibers are

primarily herbaceous; slightly acid (pH 6.3 in water

1:1).

Range in Characteristics

Thickness of the organic material: More than 51

inches

Kind of organic material: Dominantly muck; thin layers

of mucky peat or peat in some pedons

Oa horizon:

Hue—5YR, 7.5YR, or 10YR

Value—2 to 3

Chroma—1 to 3

Texture—muck

Magnor Series

Typical Pedon

Magnor silt loam, 2,750 feet north and 100 feet west of

the southeast corner of sec. 31, T. 31 N., R. 3 E.,

Taylor County, Wisconsin:

A—0 to 4 inches; very dark brown (10YR 2/2) silt

loam, dark grayish brown (10YR 4/2) dry;

moderate medium subangular blocky structure;

friable; many fine and medium roots; about 2

percent gravel; extremely acid; abrupt wavy

boundary.

E1—4 to 7 inches; brown (10YR 4/3) silt loam, pale

brown (10YR 6/3) dry; moderate very fine

subangular blocky structure; friable; common fine

and medium roots; about 2 percent gravel; very

strongly acid; clear wavy boundary.

E2—7 to 11 inches; brown (10YR 5/3) silt loam, very

pale brown (10YR 7/3) dry; moderate thin platy

structure; friable; common fine and medium roots;

common medium prominent strong brown (7.5YR

5/6) masses of iron accumulation; about 2 percent

gravel; extremely acid; clear wavy boundary.

E/B—11 to 16 inches; 70 percent brown (10YR 5/3)

silt loam, very pale brown (10YR 7/3) dry (E);

moderate thick platy structure; friable; tonguing

into or surrounding remnants of dark yellowish

brown (10YR 4/4) silt loam (Bt); moderate medium

subangular blocky structure; friable; common fine

and medium roots; common medium prominent

strong brown (7.5YR 5/6) masses of iron

accumulation and few fine faint grayish brown

(10YR 5/2) iron depletions; about 1 percent gravel;

very strongly acid; gradual wavy boundary.

B/E—16 to 21 inches; 70 percent dark yellowish brown

(10YR 4/4) silt loam (Bt); moderate medium

subangular blocky structure; friable; few distinct

brown (7.5YR 4/2) clay films on faces of peds;

penetrated by tongues of brown (10YR 5/3) silt

loam (E), very pale brown (10YR 7/3) dry;

moderate thick platy structure; friable; common

fine and medium roots; common medium distinct

grayish brown (10YR 5/2) iron depletions and

common medium prominent strong brown (7.5YR

5/6) masses of iron accumulation; about 4 percent

gravel; very strongly acid; gradual wavy boundary.

2Bt1—21 to 29 inches; reddish brown (5YR 4/4) sandy

loam; moderate medium subangular blocky

structure; firm; few fine and medium roots;

common distinct reddish brown (5YR 4/3) clay

films on faces of peds; few fine distinct reddish

gray (5YR 5/2) iron depletions and common

medium distinct yellowish red (5YR 5/8) masses

of iron accumulation; about 9 percent gravel; very

strongly acid; gradual wavy boundary.

2Bt2—29 to 39 inches; reddish brown (5YR 4/4) sandy

loam; moderate medium subangular blocky

structure; firm; common distinct dark reddish gray

(5YR 4/2) clay films on faces of peds; few fine

distinct reddish gray (5YR 5/2) iron depletions and

many medium distinct yellowish red (5YR 5/8)

masses of iron accumulation; about 10 percent

gravel; strongly acid; gradual wavy boundary.

2Bt3—39 to 58 inches; reddish brown (5YR 4/4) fine

sandy loam; moderate medium subangular blocky

structure; firm; few distinct dark reddish gray (5YR

4/2) clay films on faces of peds; few fine distinct

yellowish red (5YR 5/8) masses of iron

accumulation; about 12 percent gravel; moderately

acid; gradual wavy boundary.

2Cd—58 to 60 inches; reddish brown (5YR 4/4) fine

sandy loam; massive; tends to part along

horizontal cleavage planes to weak thin plates;

firm; dense and compact; about 10 percent gravel;

moderately acid.

Range in Characteristics

Depth to dense loamy glacial till: 40 to 60 inches

Thickness of the silty mantle: 12 to 36 inches

Content of gravel: 0 to 10 percent in the silty mantle

and 5 to 35 percent in the till

Content of cobbles: 0 to 5 percent in the silty mantle

and 0 to 10 percent in the till

Content of stones: 0 to 5 percent throughout the

profile

Percentage of surface covered by stones: 0.1 to 3.0

percent

Other features: Some pedons have a 2BCd horizon.

A horizon:

Hue—10YR

Value—2 or 3
Taylor County, Wisconsin 123

Chroma—1 or 2

Texture—silt loam

Ap horizon (if it occurs):

Hue—7.5YR or 10YR

Value—3 or 4

Chroma—2 or 3

Texture—silt loam

E horizon and E part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—silt loam

Bt part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—silt loam

2Bt horizon:

Hue—2.5YR, 5YR, 7.5YR, or 10YR

Value—3 to 5

Chroma—3 to 6

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

2Cd horizon:

Hue—2.5YR, 5YR, or 7.5YR

Value—3 to 5

Chroma—3 to 6

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

Manitowish Series

Typical Pedon

Manitowish sandy loam, 1,180 feet west and 1,600

feet south of the northeast corner of sec. 33, T. 43 N.,

R. 5 E., Vilas County, Wisconsin (a representative

pedon of Manitowish sandy loam in Taylor County is in

the NE1/4SE1/4 of sec. 36, T. 33 N., R. 1 E.):

A—0 to 3 inches; very dark grayish brown (10YR 3/2)

sandy loam, brown (10YR 5/3) dry; weak fine

granular structure; very friable; common roots;

about 1 percent gravel; strongly acid; abrupt wavy

boundary.

E—3 to 4 inches; brown (7.5YR 5/2) sandy loam,

pinkish gray (7.5YR 7/2) dry; weak fine subangular

blocky structure; very friable; common roots; about

1 percent gravel; strongly acid; abrupt wavy

boundary.

Bs1—4 to 6 inches; dark reddish brown (5YR 3/4)

sandy loam; weak fine subangular blocky

structure; very friable; common roots; about 2

percent gravel; moderately acid; abrupt smooth

boundary.

Bs2—6 to 16 inches; reddish brown (5YR 4/4) sandy

loam; weak fine subangular blocky structure; very

friable; common roots; about 2 percent gravel;

strongly acid; clear wavy boundary.

2Bs3—16 to 19 inches; reddish brown (5YR 4/4)

loamy coarse sand; weak medium subangular

blocky structure; very friable; few roots; about 4

percent gravel; moderately acid; abrupt wavy

boundary.

2C1—19 to 35 inches; strong brown (7.5YR 5/6)

coarse sand; single grain; loose; about 12 percent

gravel; moderately acid; clear wavy boundary.

2C2—35 to 60 inches; brown (7.5YR 4/4), stratified

coarse sand and gravelly sand; single grain; loose;

common medium prominent strong brown (7.5YR

5/8) masses of iron accumulation; about 20

percent gravel; slightly acid.

Range in Characteristics

Thickness of the loamy mantle: 10 to 20 inches

Content of gravel: 0 to 35 percent in the loamy

mantle and 10 to 35 percent as a weighted

average in the substratum; 0 to 65 percent in

individual strata

Content of cobbles: 0 to 10 percent throughout the

profile

Other features: Some pedons have a 2BC horizon.

A horizon:

Hue—5YR, 7.5YR, or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—sandy loam

Ap horizon (if it occurs):

Hue—5YR, 7.5YR, or 10YR

Value—3 or 4

Chroma—2 or 3

Texture—sandy loam

E horizon:

Hue—5YR or 7.5YR

Value—4 or 5

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

Bs horizon:

Hue—5YR or 7.5YR

Value—3 to 6

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures
124 Soil Survey of

2Bs horizon:

Hue—5YR or 7.5YR

Value—3 to 6

Chroma—4 to 6

Texture—loamy sand, loamy coarse sand, coarse

sand, or sand or the gravelly analogs of these

textures

2C horizon:

Hue—7.5YR or 10YR

Value—4 or 5

Chroma—4 to 8

Texture—stratified sand or coarse sand or the

gravelly, very gravelly, or extremely gravelly

analogs of these textures

Maplehurst Series

Typical Pedon

Maplehurst silt loam, 1,500 feet north and 350 feet

west of the southeast corner of sec. 5, T. 29 N., R. 2

W., Clark County, Wisconsin (a representative

pedon of Maplehurst silt loam in Taylor County is in

the SW1/4SW1/4 of sec. 9, T. 32 N., R. 3 E.):

Ap—0 to 9 inches; very dark grayish brown (10YR

3/2) silt loam, pale brown (10YR 6/3) dry; weak

fine subangular blocky structure; friable; many

fine roots; moderately acid; abrupt smooth

boundary.

E/B—9 to 16 inches; 70 percent pale brown (10YR

6/3) silt loam (E), very pale brown (10YR 7/3) dry;

moderate medium platy structure; friable; tonguing

into and surrounding remnants of yellowish brown

(10YR 5/4) silt loam (Bt); weak fine subangular

blocky structure; friable; many fine roots; common

medium prominent strong brown (7.5YR 5/6)

masses of iron accumulation; about 1 percent

gravel; strongly acid; gradual wavy boundary.

B/E—16 to 25 inches; 60 percent yellowish brown

(10YR 5/4) silt loam (Bt); moderate medium

subangular blocky structure; friable; few distinct

dark brown (7.5YR 4/3) clay films on faces of

peds; penetrated by tongues of pale brown (10YR

6/3) silt loam (E), very pale brown (10YR 7/3) dry;

moderate medium subangular blocky structure;

friable; few fine roots; few medium faint grayish

brown (10YR 5/2) iron depletions and common

medium prominent strong brown (7.5YR 5/6)

masses of iron accumulation; about 1 percent

gravel; strongly acid; gradual wavy boundary.

Bt1—25 to 44 inches; dark yellowish brown (10YR 4/4)

silt loam; moderate medium subangular blocky

structure; friable; few fine roots; common distinct

brown (7.5YR 4/4) clay films on faces of peds;

common faint pale brown (10YR 6/3) coatings of

clean silt grains on faces of peds; common

medium prominent strong brown (7.5YR 5/6)

masses of iron accumulation and few medium

prominent grayish brown (2.5Y 5/2) iron

depletions; about 1 percent gravel; very strongly

acid; abrupt wavy boundary.

2Bt2—44 to 47 inches; brown (7.5YR 4/4) sandy loam;

moderate medium subangular blocky structure;

friable; few faint dark brown (7.5YR 4/3) clay films

on faces of peds; few fine distinct strong brown

(7.5YR 5/8) masses of iron accumulation; about 8

percent gravel; moderately acid; abrupt wavy

boundary.

3C—47 to 60 inches; yellowish brown (10YR 5/4),

stratified very gravelly coarse sand, gravelly

coarse sand, and coarse sand; single grain; loose;

few fine distinct brownish yellow (10YR 6/6)

masses of iron accumulation; about 35 percent

gravel and 5 percent cobbles as an average;

moderately acid.

Range in Characteristics

Thickness of the silty mantle: 40 to 60 inches

Content of gravel: 0 to 5 percent in the silty mantle, 0

to 40 percent in the loamy subsoil, and 3 to 45

percent as a weighted average in the substratum;

0 to 65 percent in individual strata

Content of cobbles: 0 to 5 percent in the silty mantle

and 0 to 10 percent in the loamy subsoil and in the

substratum

Ap horizon:

Hue—7.5YR or 10YR

Value—3 or 4

Chroma—2 or 3

Texture—silt loam

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—silt loam

E part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—silt loam

Bt horizon and Bt part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 or 5

Chroma—3 to 6

Texture—silt loam
Taylor County, Wisconsin 125

2Bt horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 or 5

Chroma—3 to 6

Texture—loam, sandy loam, fine sandy loam,

sandy clay loam, or loam or the gravelly or very

gravelly analogs of these textures

3C or 3Cg horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—2 to 8

Texture—stratified sand or coarse sand or the

gravelly, very gravelly, or extremely gravelly

analogs of these textures

Marshfield Series

Typical Pedon

Marshfield silt loam, 150 feet west and 1,100 feet

north of the southeast corner of sec. 35, T. 28 N., R. 1

E., Clark County, Wisconsin (a representative pedon

of Marshfield silt loam in Taylor County is in the

SW1/4NW1/4 of sec. 36, T. 30 N., R. 2 E.):

Ap—0 to 9 inches; very dark grayish brown (10YR 3/2)

silt loam, grayish brown (10YR 5/2) dry; weak fine

granular structure; very friable; common very fine

and fine roots; moderately acid; abrupt smooth

boundary.

Eg—9 to 14 inches; grayish brown (10YR 5/2) silt

loam, light gray (10YR 7/2) dry; moderate very fine

subangular blocky structure; very friable; common

very fine and fine roots; common medium distinct

dark yellowish brown (10YR 4/6) masses of iron

accumulation; strongly acid; gradual irregular

boundary.

Btg1—14 to 30 inches; dark grayish brown (10YR 4/2)

silt loam; moderate fine and medium subangular

blocky structure; friable; few very fine and fine

roots; few faint very dark grayish brown (10YR 3/2)

clay films on faces of peds; common medium

distinct yellowish brown (10YR 5/6) and many

coarse prominent strong brown (7.5YR 5/6)

masses of iron accumulation; about 3 percent

gravel; strongly acid; clear wavy boundary.

2Btg2—30 to 36 inches; grayish brown (10YR 5/2)

loam; moderate medium subangular blocky

structure; firm; common faint dark grayish brown

(10YR 4/2) clay films on vertical faces of peds;

many coarse prominent strong brown (7.5YR 5/8)

and common medium distinct yellowish brown

(10YR 5/6) masses of iron accumulation; about 10

percent gravel; strongly acid; clear wavy boundary.

2C—36 to 60 inches; brown (7.5YR 5/4) loam;

massive; firm; few fine distinct very pale brown

(10YR 7/3) iron depletions and many coarse

distinct strong brown (7.5YR 5/8) masses of iron

accumulation; about 10 percent gravel; neutral.

Range in Characteristics

Thickness of the silty mantle: 12 to 36 inches

Content of gravel: 0 to 10 percent in the silty mantle

and 3 to 35 percent in the till

Content of cobbles: 0 to 5 percent in the silty mantle

and 0 to 10 percent in the till

Ap horizon or A horizon (if it occurs):

Hue—10YR

Value—2 or 3

Chroma—1 to 3

Texture—silt loam

Eg horizon:

Hue—10YR or 2.5Y

Value—4 to 6

Chroma—1 or 2

Texture—silt loam

Btg horizon:

Hue—10YR, 2.5Y, or 5Y

Value—4 to 6

Chroma—1 or 2

Texture—silt loam or silty clay loam

2Btg horizon:

Hue—5YR, 7.5YR, 10YR, 2.5Y, or 5Y

Value—4 to 6

Chroma—1 or 2

Texture—sandy loam, loam, sandy clay loam, or

clay loam or the gravelly analogs of these

textures

2C or 2Cg horizon:

Hue—5YR, 7.5YR, 10YR, 2.5Y, or 5Y

Value—4 to 6

Chroma—1 to 4

Texture—sandy loam, fine sandy loam, loam,

sandy clay loam, or clay loam or the gravelly

analogs of these textures

Minocqua Series

Typical Pedon

Minocqua muck, 320 feet east and 2,075 feet north of

the southwest corner of sec. 1, T. 36 N., R. 13 E.,

Forest County, Wisconsin (a representative pedon of

Minocqua muck in Taylor County is in the NE1/4SW1/4

of sec. 27, T. 33 N., R. 2 E.):
126 Soil Survey of

Oa—0 to 4 inches; muck, black (2.5Y 2.5/1) broken

face, dark brown (7.5YR 3/2) rubbed; about 60

percent fiber, 12 percent rubbed; weak fine

granular structure; very friable; many fine and

common medium roots; fibers are primarily

herbaceous; about 15 percent mineral material;

moderately acid; abrupt smooth boundary.

Eg1—4 to 8 inches; dark gray (10YR 4/1) silt loam,

light gray (10YR 7/1) dry; weak thin platy structure;

friable; common fine roots; common medium

distinct dark yellowish brown (10YR 4/4) and few

fine prominent strong brown (7.5YR 4/6) masses

of iron accumulation; about 8 percent gravel;

strongly acid; abrupt wavy boundary.

Eg2—8 to 15 inches; grayish brown (10YR 5/2) silt

loam; moderate thin platy structure; friable; few

fine roots; many medium prominent brown (7.5YR

4/4) and few fine prominent red (2.5YR 4/6)

masses of iron accumulation; about 3 percent

gravel; moderately acid; clear wavy boundary.

2Bg—15 to 28 inches; dark grayish brown (10YR 4/2)

loam; weak medium subangular blocky structure

parting to weak thin platy; friable; common

medium prominent strong brown (7.5YR 4/6) and

many medium prominent brown (7.5YR 4/4)

masses of iron accumulation; about 5 percent

gravel; moderately acid; abrupt wavy boundary.

3C1—28 to 33 inches; brown (7.5YR 4/4) sand; single

grain; loose; common coarse distinct strong brown

(7.5YR 4/6) masses of iron accumulation; about 5

percent gravel; slightly acid; abrupt wavy

boundary.

3C2—33 to 38 inches; brown (7.5YR 4/4) gravelly

sand; single grain; loose; common coarse distinct

strong brown (7.5YR 4/6) masses of iron

accumulation; about 30 percent gravel; slightly

acid; gradual wavy boundary.

3C3—38 to 60 inches; brown (10YR 5/3) very gravelly

sand; single grain; loose; about 40 percent gravel;

slightly acid.

Range in Characteristics

Thickness of the silty and loamy mantle: 20 to 40

inches

Content of gravel: 0 to 35 percent in the silty and

loamy mantle and 3 to 50 percent as a weighted

average in the substratum; 0 to 65 percent in

individual strata

Content of cobbles: 0 to 5 percent throughout the

profile

Oa horizon:

Hue—7.5YR, 10YR, or 2.5Y

Value—2 or 3

Chroma—1 or 2

Texture—muck

A horizon (if it occurs):

Hue—5YR, 7.5YR, or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—silt loam, loam, sandy loam, fine sandy

loam, or very fine sandy loam or the mucky

analogs of these textures

Eg horizon:

Hue—7.5YR, 10YR, or 2.5Y

Value—4 to 6

Chroma—1 or 2

Texture—silt loam, loam, sandy loam, fine sandy

loam, or very fine sandy loam

2Bg horizon:

Hue—7.5YR, 10YR, 2.5Y, 5Y, or 5GY

Value—4 to 6

Chroma—1 or 2

Texture—dominantly loam or gravelly loam; sandy

loam, fine sandy loam, gravelly sandy loam, or

gravelly fine sandy loam in some pedons

3C or 3Cg horizon:

Hue—7.5YR, 10YR, 2.5Y, or 5Y

Value—4 to 6

Chroma—2 to 4

Texture—sand or coarse sand or the gravelly, very

gravelly, or extremely gravelly analogs of these

textures; strata of loamy sand or loamy coarse

sand or the gravelly, very gravelly, or extremely

gravelly analogs of these textures in some

pedons

Moppet Series

Typical Pedon

Moppet fine sandy loam, 1,850 feet east and 2,200

feet south of the northwest corner of sec. 32, T. 35 N.,

R. 13 W., Barron County, Wisconsin (a representative

pedon of Moppet fine sandy loam in Taylor County is in

the SE1/4NE1/4 of sec. 6, T. 30 N., R. 1 E.):

A—0 to 4 inches; very dark grayish brown (10YR 3/2)

fine sandy loam, brownish gray (10YR 6/2) dry;

weak fine granular structure; very friable; many

very fine and fine roots; extremely acid; clear

smooth boundary.

E—4 to 10 inches; brown (10YR 4/3) fine sandy loam

that has thin strata of silt loam and very fine sandy

loam, pale brown (10YR 6/2) dry; weak medium

subangular blocky structure; very friable; breaks to
Taylor County, Wisconsin 127

weak thin plates along depositional strata;

common very fine and fine roots; extremely acid;

clear smooth boundary.

Bw1—10 to 19 inches; dark yellowish brown (10YR

4/4) fine sandy loam; a few thin strata of fine sand;

weak medium subangular blocky structure; very

friable; breaks to weak thin plates along

depositional strata; common very fine and fine

roots; very strongly acid; clear smooth boundary.

Bw2—19 to 29 inches; dark yellowish brown (10YR

4/4) fine sandy loam; common thin strata of fine

sand and very fine sand; weak coarse subangular

blocky structure; friable; breaks to moderate

medium plates along depositional strata; few very

fine and fine roots; few fine prominent strong

brown (7.5YR 4/6) masses of iron accumulation;

very strongly acid; clear smooth boundary.

Bw3—29 to 39 inches; dark yellowish brown (10YR

4/4) fine sandy loam; few thin strata of fine sand;

weak coarse subangular blocky structure; friable;

breaks to moderate medium plates along

depositional strata; few very fine and fine roots;

common medium prominent strong brown (7.5YR

5/6) masses of iron accumulation; very strongly

acid; clear smooth boundary.

2C—39 to 60 inches; dark yellowish brown (10YR 4/6)

gravelly sand; single grain; loose; few medium faint

yellowish brown (10YR 5/6) masses of iron

accumulation; about 20 percent gravel; strongly

acid.

Range in Characteristics

Thickness of the loamy mantle: 24 to 40 inches

Content of gravel: 0 to 35 percent in the sandy or

sandy and gravelly alluvium

A horizon:

Hue—5YR, 7.5YR, or 10YR

Value—3 or 4

Chroma—1 to 3

Texture—fine sandy loam

E horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—fine sandy loam, sandy loam, loam, very

fine sandy loam, or silt loam; thin strata of

coarser or finer textures

Bw horizon:

Hue—5YR, 7.5YR, or 10YR

Value—3 to 6

Chroma—4 to 6

Texture—fine sandy loam, sandy loam, loam, very

fine sandy loam, or silt loam; thin strata of

coarser or finer textures

2C horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—sand, fine sand, loamy sand, or loamy

fine sand or the gravelly analogs of these

textures; thin strata of finer textures in some

pedons

Newood Series

Typical Pedon

Newood sandy loam, 390 feet east and 2,310 feet

north of the southwest corner of sec. 31, T. 32 N.,

R. 6 E., Lincoln County, Wisconsin (a representative

pedon of Newood sandy loam in Taylor County is in

the NE1/4NE1/4 of sec. 26, T. 33 N., R. 3 E.):

A—0 to 4 inches; very dark gray (10YR 3/1) sandy

loam, gray (10YR 5/1) dry; moderate fine and

medium granular structure; friable; many fine

roots; about 11 percent gravel and 2 percent

cobbles; moderately acid; abrupt wavy boundary.

E—4 to 5 inches; brown (7.5YR 4/2) gravelly sandy

loam, pinkish gray (7.5YR 6/2) dry; weak medium

platy structure; very friable; many fine roots; few

distinct very dark gray (10YR 3/1) wormcasts;

about 14 percent gravel and 2 percent cobbles;

strongly acid; abrupt broken boundary.

Bs1—5 to 8 inches; dark brown (7.5YR 3/4) gravelly

sandy loam; weak very fine subangular blocky

structure; very friable; many fine roots; about 19

percent gravel and 4 percent cobbles; strongly

acid; clear broken boundary.

Bs2—8 to 13 inches; brown (7.5YR 4/4) gravelly sandy

loam; weak fine subangular blocky structure; very

friable; many fine roots; about 19 percent gravel

and 4 percent cobbles; strongly acid; clear wavy

boundary.

E ́—13 to 17 inches; brown (7.5YR 5/3) gravelly sandy

loam, pinkish gray (7.5YR 6/2) dry; weak medium

platy structure; very friable; many fine roots; about

13 percent gravel and 4 percent cobbles; strongly

acid; clear broken boundary.

E/B—17 to 29 inches; 80 percent brown (7.5YR 5/3)

gravelly sandy loam (E ́), pinkish gray (7.5YR 6/2)

dry; weak medium platy structure; very friable;

tonguing into or surrounding remnants of reddish

brown (5YR 4/4) gravelly sandy loam (Bt);

moderate fine subangular blocky structure; friable;
128 Soil Survey of

few faint dark reddish brown (5YR 3/4) clay films

on faces of peds; common fine roots; about 19

percent gravel and 3 percent cobbles; strongly

acid; clear wavy boundary.

B/E—29 to 37 inches; 70 percent reddish brown (5YR

4/4) gravelly sandy loam (Bt); moderate fine

subangular blocky structure; friable; common faint

dark reddish brown (5YR 3/4) clay films on faces

of peds; penetrated by tongues of brown (7.5YR

5/3) gravelly sandy loam (E ́), pinkish gray (7.5YR

6/2) dry; weak medium platy structure; very friable;

common fine roots; many distinct coatings of

brown (7.5YR 5/3) sand grains in pores; about 13

percent gravel and 2 percent cobbles; moderately

acid; clear wavy boundary.

Bt—37 to 46 inches; reddish brown (5YR 4/4) gravelly

sandy loam; weak fine and medium prismatic

structure; tends to part along horizontal cleavage

planes to strong medium plates inherited from the

parent material; firm; few fine roots; very compact;

many faint dark reddish brown (5YR 3/4) clay films

on all faces of peds and in pores; common distinct

coatings of brown (7.5YR 5/3) sand grains,

primarily on vertical faces of peds; common fine

distinct yellowish red (5YR 4/6) masses of iron

accumulation; about 14 percent gravel and 2

percent cobbles; moderately acid; clear wavy

boundary.

BCd—46 to 58 inches; reddish brown (5YR 4/4) sandy

loam; moderate weak very coarse prismatic

structure; tends to part along horizontal cleavage

planes to moderate thick plates inherited from the

parent material; firm; few fine roots; very compact;

few faint dark reddish brown (5YR 3/4) clay films

on vertical faces of peds; few distinct coatings of

brown (7.5YR 5/3) sand grains primarily on

vertical faces of peds; few fine distinct yellowish

red (5YR 5/6) and common medium distinct

yellowish red (5YR 4/6) masses of iron

accumulation on vertical faces of peds; about 11

percent gravel and 2 percent cobbles; moderately

acid; gradual wavy boundary.

Cd—58 to 60 inches; reddish brown (5YR 4/4) sandy

loam; massive but tends to part along horizontal

cleavage planes; very firm; dense and compact;

about 12 percent gravel and 2 percent cobbles;

strongly acid.

Range in Characteristics

Depth to dense loamy glacial till: 40 to 80 inches

Content of gravel: 2 to 20 percent in the upper loamy

till and 5 to 30 percent in the lower loamy till

Content of cobbles: 0 to 10 percent throughout the

profile

Content of stones: 0 to 1 percent throughout the

profile

Percentage of surface covered by stones: 0.1 to 3.0

percent

Other features: Some pedons have an O horizon.

A horizon or Ap horizon (if it occurs):

Hue—5YR, 7.5YR, or 10YR

Value—2 to 4

Chroma—1 or 2

Texture—sandy loam

E horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

Bs horizon:

Hue—2.5YR, 5YR, or 7.5YR

Value—3 to 6

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

E ́ horizon and E ́ part of glossic horizon:

Hue—5YR, 7.5YR, 10YR

Value—4 to 6

Chroma—2 or 3

Texture—loamy sand, sandy loam, fine sandy

loam, or loam or the gravelly analogs of these

textures

Bt horizon and Bt part of glossic horizon:

Hue—2.5YR, 5YR, or 7.5YR

Value—3 to 5

Chroma—3 to 6 (value and chroma of 3 do not

occur in the same pedon)

Texture—sandy loam, fine sandy loam, gravelly

sandy loam, or gravelly fine sandy loam

BCd horizon:

Hue—2.5YR, 5YR, or 7.5YR

Value—3 to 5

Chroma—3 to 6 (value and chroma of 3 do not

occur in the same pedon)

Texture—sandy loam, fine sandy loam, gravelly

sandy loam, or gravelly fine sandy loam

Cd horizon:

Hue—2.5YR, 5YR, or 7.5YR

Value—3 to 5

Chroma—3 or 4 (value and chroma of 3 do not

occur in the same pedon)

Texture—sandy loam, fine sandy loam, gravelly

sandy loam, or gravelly fine sandy loam
Taylor County, Wisconsin 129

Newot Series

Typical Pedon

Newot sandy loam, 1,780 feet west and 1,230 feet

south of the northeast corner of sec. 26, T. 33 N., R. 3

E., Taylor County, Wisconsin:

Oa—0 to 2 inches; highly decomposed (sapric) plant

material, black (7.5YR 2.5/1) broken face and

rubbed; about 20 percent fiber, 8 percent rubbed;

weak medium granular structure; very friable;

many very fine and fine and common medium and

coarse roots; very strongly acid (pH 4.5 in water

1:1); abrupt smooth boundary.

E—2 to 4 inches; brown (7.5YR 4/2) sandy loam,

pinkish gray (7.5YR 6/2) dry; weak medium platy

structure; very friable; many very fine and fine and

common medium and coarse roots; about 10

percent gravel and 3 percent cobbles; very

strongly acid; abrupt wavy boundary.

Bs—4 to 10 inches; brown (7.5YR 4/4) gravelly sandy

loam; moderate medium subangular blocky

structure; friable; many very fine and fine and

common medium and coarse roots; about 14

percent gravel and 3 percent cobbles; very

strongly acid; clear wavy boundary.

E/B—10 to 25 inches; 75 percent brown (7.5YR 5/3)

gravelly sandy loam (E ́), pink (7.5YR 7/3) dry;

moderate medium platy structure; friable; tonguing

into or surrounding remnants of reddish brown

(5YR 4/4) gravelly sandy loam (Bt); moderate

medium subangular blocky structure; friable;

common very fine and fine and few medium and

coarse roots; about 14 percent gravel and 3

percent cobbles; moderately acid; clear wavy

boundary.

B/E—25 to 38 inches; 75 percent reddish brown (5YR

4/4) gravelly sandy loam (Bt); moderate medium

subangular blocky structure; friable; few faint

reddish brown (5YR 4/3) clay films on faces of

peds; penetrated by tongues of brown (7.5YR 5/3)

gravelly sandy loam (E ́), pink (7.5YR 7/3) dry;

moderate medium platy structure; friable; few very

fine and fine roots; about 14 percent gravel and 3

percent cobbles; moderately acid; clear wavy

boundary.

Bt—38 to 55 inches; reddish brown (5YR 4/4) gravelly

sandy loam; moderate medium prismatic

structure; tends to part along horizontal cleavage

planes to weak thin plates inherited from the

parent material; firm; very compact; few faint

reddish brown (5YR 4/3) clay films on faces of

peds; about 14 percent gravel and 3 percent

cobbles; moderately acid; clear wavy boundary.

Cd—55 to 60 inches; reddish brown (5YR 4/4) gravelly

sandy loam; massive but tends to part along

horizontal cleavage planes; firm; dense and

compact; about 14 percent gravel and 3 percent

cobbles; moderately acid.

Range in Characteristics

Depth to dense loamy glacial till: 40 to 80 inches

Content of gravel: 2 to 35 percent throughout the

profile

Content of cobbles: 0 to 10 percent throughout the

profile

Content of stones: 0 to 1 percent throughout the profile

Percentage of surface covered by stones: 0.1 to 3.0

percent

Other features: Some pedons have a BCd horizon.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—sapric, hemic, or fibric material

A horizon (if it occurs):

Hue—5YR, 7.5YR, or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—sandy loam

E horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

Bs horizon:

Hue—2.5YR, 5YR, or 7.5YR

Value—3 to 6

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

E ́ part of glossic horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—loamy sand, sandy loam, fine sandy

loam, or loam or the gravelly analogs of these

textures

Bt horizon and Bt part of glossic horizon:

Hue—2.5YR, 5YR, or 7.5YR

Value—3 to 5

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, gravelly

sandy loam, or gravelly fine sandy loam
130 Soil Survey of

Cd horizon:

Hue—2.5YR, 5YR, or 7.5YR

Value—3 to 5

Chroma—3 or 4

Texture—sandy loam, fine sandy loam, gravelly

sandy loam, or gravelly fine sandy loam

Oesterle Series

Typical Pedon

Oesterle sandy loam, 500 feet east and 1,000 feet

south of the northwest corner of sec. 31, T. 25 N., R.

10 E., Portage County, Wisconsin (a representative

pedon of Oesterle loam in Taylor County is in the

NE1/4SE1/4 of sec. 2, T. 32 N., R. 2 W.):

Ap—0 to 7 inches; very dark brown (10YR 2/2) sandy

loam, dark grayish brown (10YR 4/2) dry; weak

very fine subangular blocky structure; friable; few

fine roots; about 5 percent gravel; very strongly

acid; abrupt smooth boundary.

E/B—7 to 11 inches; about 70 percent brown (10YR

5/3) sandy loam (E), very pale brown (10YR 7/3)

dry; weak thick platy structure; friable; tonguing

into yellowish brown (10YR 5/4) sandy loam (Bt);

moderate very fine subangular blocky structure;

friable; common faint dark yellowish brown (10YR

4/4) clay films on faces of peds; few fine prominent

and distinct yellowish brown (10YR 5/8) masses of

iron accumulation; about 5 percent gravel; very

strongly acid; clear wavy boundary.

Bt1—11 to 16 inches; yellowish brown (10YR 5/4)

sandy loam; weak medium subangular blocky

structure; friable; common faint dark yellowish

brown (10YR 4/4) clay films on faces of peds;

many fine distinct light brownish gray (10YR 6/2)

iron depletions and many fine prominent yellowish

red (5YR 5/8) masses of iron accumulation; about

7 percent gravel; very strongly acid; clear wavy

boundary.

Bt2—16 to 27 inches; yellowish brown (10YR 5/4)

sandy loam; moderate medium subangular blocky

structure; friable; common faint dark yellowish

brown (10YR 4/4) clay films on faces of peds;

many medium prominent yellowish red (5YR 5/8)

masses of iron accumulation and many medium

distinct light brownish gray (10YR 6/2) iron

depletions; about 10 percent gravel; very strongly

acid; gradual wavy boundary.

Bt3—27 to 31 inches; mixed light brownish gray (10YR

6/2) and yellowish red (5YR 5/8) sandy loam;

weak medium subangular blocky structure; very

friable; few distinct and prominent dark yellowish

brown (10YR 4/4) clay films on faces of peds; the

light brownish gray areas are iron depletions, and

the yellowish red areas are masses of iron

accumulation; about 10 percent gravel; strongly

acid; clear wavy boundary.

2C—31 to 60 inches; yellowish brown (10YR 5/4),

stratified sand and gravelly sand; single grain;

loose; about 20 percent gravel; moderately acid.

Range in Characteristics

Thickness of the loamy mantle: 20 to 40 inches

Content of gravel: 0 to 35 percent in the loamy mantle

and 3 to 50 percent as a weighted average in the

substratum; 0 to 60 percent in individual strata

Content of cobbles: 0 to 5 percent throughout the

profile

A horizon (if it occurs):

Hue—10YR

Value—2 or 3

Chroma—1 or 2

Texture—loam or sandy loam

Ap horizon (if it occurs):

Hue—10YR

Value—2 or 3

Chroma—2 or 3

Texture—loam or sandy loam

E horizon and E part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—dominantly sandy loam, fine sandy loam,

or loam or the gravelly analogs of these

textures; loamy sand, loamy coarse sand,

gravelly loamy sand, or gravelly loamy coarse

sand in some pedons

Bt or Btg horizon and Bt part of glossic horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—2 to 8

Texture—loam, fine sandy loam, or sandy loam or

the gravelly analogs of these textures

2Bt or 2BC horizon (if it occurs):

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—1 to 8

Texture—sand, coarse sand, loamy sand, or

loamy coarse sand or the gravelly or very

gravelly analogs of these textures

2C horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6
Taylor County, Wisconsin 131

Chroma—1 to 8

Texture—stratified sand or coarse sand or the

gravelly or very gravelly analogs of these

textures

Ossmer Series

Typical Pedon

Ossmer silt loam, 2,050 feet south and 450 feet west

of the northeast corner of sec. 6, T. 32 N., R. 8 E.,

Lincoln County, Wisconsin (a representative pedon of

Ossmer silt loam in Taylor County is in the NW1/4NE1/4

of sec. 27, T. 32 N., R. 1 E.):

A—0 to 4 inches; very dark gray (10YR 3/1) silt loam,

dark gray (10YR 5/1) dry; moderate fine granular

structure; friable; many fine roots; about 2 percent

gravel; strongly acid; abrupt wavy boundary.

E—4 to 6 inches; grayish brown (10YR 5/2) silt loam,

light gray (10YR 7/2) dry; weak medium platy

structure; very friable; many fine roots; few distinct

very dark gray (10YR 3/1) wormcasts; few fine

prominent strong brown (7.5YR 5/6) masses of

iron accumulation; about 2 percent gravel; very

strongly acid; abrupt wavy boundary.

E/B—6 to 11 inches; about 80 percent brown (10YR

5/3) silt loam (E), very pale brown (10YR 7/3) dry;

weak medium platy structure; very friable;

tonguing into and surrounding remnants of

yellowish brown (10YR 5/4) silt loam (Bt); weak

medium prismatic structure parting to weak fine

subangular blocky; friable; few prominent reddish

brown (5YR 4/3) clay films on faces of peds;

common fine roots; common fine prominent strong

brown (7.5YR 5/8) and few fine prominent

yellowish red (5YR 5/6) masses of iron

accumulation and few fine distinct light brownish

gray (10YR 6/2) iron depletions; about 2 percent

gravel; very strongly acid; clear wavy boundary.

B/E—11 to 26 inches; about 60 percent yellowish

brown (10YR 5/4) silt loam (Bt); weak coarse

prismatic structure parting to weak fine

subangular blocky; friable; few prominent reddish

brown (5YR 4/3) clay films on faces of peds;

penetrated by tongues of brown (10YR 5/3) silt

loam (E), very pale brown (10YR 7/3) dry; weak

medium platy structure; very friable; few fine roots;

common fine prominent yellowish red (5YR 4/6)

and strong brown (7.5YR 5/6) masses of iron

accumulation and common fine faint light brownish

gray (10YR 6/2) iron depletions; few fine

prominent dark reddish brown (5YR 2/2)

concretions (iron and manganese oxides); about 2

percent gravel; very strongly acid; clear wavy

boundary.

2Bt1—26 to 34 inches; brown (7.5YR 4/4) loam; weak

coarse prismatic structure parting to moderate fine

subangular blocky; friable; tends to part along

horizontal cleavage planes inherited from the

parent material; few fine roots; few distinct dark

reddish brown (5YR 3/4) clay films on faces of

peds; many prominent light brownish gray (10YR

6/2) coatings of silt and sand, mostly on vertical

faces of peds and in pores; common fine

prominent light brownish gray (10YR 6/2) iron

depletions and common fine prominent yellowish

red (5YR 4/6) and distinct strong brown (7.5YR

5/6) masses of iron accumulation; common fine

prominent dark reddish brown (5YR 2/2)

concretions (iron and manganese oxides); about 5

percent gravel and 1 percent cobbles; very

strongly acid; abrupt wavy boundary.

2Bt2—34 to 38 inches; brown (7.5YR 4/4) sandy loam;

weak coarse prismatic structure parting to weak

medium subangular blocky; friable; tends to part

along horizontal cleavage planes inherited from

the parent material; few fine roots; common

distinct dark reddish brown (5YR 3/4) clay bridges

between mineral grains; many prominent light

brownish gray (10YR 6/2) coatings of silt and

sand, mostly on vertical faces of peds; many

medium prominent yellowish red (5YR 4/6) and

common fine distinct strong brown (7.5YR 5/6)

masses of iron accumulation and common

medium prominent light brownish gray (10YR 6/2)

iron depletions; common fine prominent very

dusky red (2.5YR 2/2) concretions (iron and

manganese oxides); about 8 percent gravel and 1

percent cobbles; strongly acid; abrupt wavy

boundary.

3C—38 to 60 inches; brown (7.5YR 5/4), stratified

sand and gravelly sand; single grain; loose; few

medium distinct brown (10YR 5/3) iron depletions

and strong brown (7.5YR 5/6) masses of iron

accumulation; about 10 percent gravel as an

average; moderately acid.

Range in Characteristics

Thickness of the silty mantle: 12 to 40 inches

Content of gravel: 0 to 5 percent in the silty mantle, 0

to 40 percent in the loamy subsoil, and 3 to 45

percent as a weighted average in the sandy

outwash; 0 to 65 percent in individual strata

Content of cobbles: 0 to 5 percent throughout the

profile
132 Soil Survey of

A horizon:

Hue—10YR

Value—2 or 3

Chroma—1 or 2

Texture—silt loam

Ap horizon (if it occurs):

Hue—10YR

Value—3 or 4

Chroma—2 or 3

Texture—silt loam

E horizon and E part of glossic horizon:

Hue—10YR

Value—4 to 6

Chroma—2 or 3

Texture—silt loam

Bt part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 or 5

Chroma—4 to 6

Texture—silt loam

2Bt horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—3 to 8

Texture—loam, sandy loam, or fine sandy loam or

the gravelly or very gravelly analogs of these

textures

3C or 3Cg horizon:

Hue—5YR, 7.5YR, or 10YR

Value—3 to 6

Chroma—1 to 8

Texture—stratified sand or coarse sand or the

gravelly, very gravelly, or extremely gravelly

analogs of these textures

Padus Series

Typical Pedon

Padus sandy loam, 2,100 feet west and 150 feet

north of the southeast corner of sec. 30, T. 38 N., R.

16 E., Florence County, Wisconsin (a representative

pedon of Padus sandy loam in Taylor County is in the

NE1/4SW1/4 of sec. 22, T. 33 N., R. 3 W.):

A—0 to 2 inches; dark brown (7.5YR 3/2) sandy loam,

gray (7.5YR 5/1) dry; moderate medium and fine

granular structure; friable; many very fine and fine

and few medium and coarse roots; very strongly

acid; abrupt wavy boundary.

E—2 to 3 inches; pinkish gray (7.5YR 6/2) sandy

loam, pinkish gray (7.5YR 7/2) dry; weak medium

subangular blocky structure; very friable; many

very fine and fine and few medium and coarse

roots; very strongly acid; abrupt broken boundary.

Bs1—3 to 8 inches; dark brown (7.5YR 3/4) sandy

loam; moderate medium subangular blocky

structure; friable; common very fine and fine and

few medium and coarse roots; very strongly acid;

abrupt wavy boundary.

Bs2—8 to 19 inches; brown (7.5YR 4/4) sandy loam;

moderate medium subangular blocky structure;

friable; common very fine and fine and few

medium and coarse roots; very strongly acid; clear

wavy boundary.

E/B—19 to 26 inches; about 85 percent brown (10YR

5/3) sandy loam (E ́), very pale brown (10YR 7/3)

dry; weak very thick platy structure; friable;

extending into and surrounding remnants of brown

(7.5YR 4/4) sandy loam (Bt); moderate medium

subangular blocky structure; friable; few fine roots;

very strongly acid; gradual wavy boundary.

B/E—26 to 38 inches; about 80 percent brown (7.5YR

4/4) sandy loam (Bt); moderate medium and

coarse subangular blocky structure; friable; few

faint dark brown (7.5YR 3/4) clay films on faces of

peds; penetrated by tongues of brown (10YR 5/3)

sandy loam (E ́), very pale brown (7.5YR 7/3) dry;

moderate fine subangular blocky structure; friable;

about 12 percent gravel; very strongly acid; abrupt

wavy boundary.

2C—38 to 60 inches; yellowish brown (10YR 5/4),

stratified sand and gravelly coarse sand; single

grain; loose; about 20 percent gravel; slightly acid.

Range in Characteristics

Thickness of the loamy mantle: 24 to 40 inches

Content of gravel: 0 to 35 percent in the loamy mantle

and 3 to 50 percent as a weighted average in the

substratum; 3 to 60 percent in individual strata

Content of cobbles: 0 to 5 percent throughout the

profile

A horizon:

Hue—5YR, 7.5YR, or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—sandy loam

Ap horizon (if it occurs):

Hue—5YR, 7.5YR, or 10YR

Value—3 or 4

Chroma—2 or 3

Texture—sandy loam

E horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6
Taylor County, Wisconsin 133

Chroma—2 or 3

Texture—dominantly sandy loam, fine sandy loam,

or loam; loamy sand in some pedons

Bs horizon:

Hue—5YR or 7.5YR

Value—3 to 6

Texture—sandy loam, fine sandy loam, or loam

E ́ part of glossic horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—dominantly sandy loam, fine sandy loam,

or loam or the gravelly analogs of these

textures; loamy sand or gravelly loamy sand in

some pedons

Bt part of glossic horizon:

Hue—5YR, 7.5YR, 10YR

Value—4 or 5

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

2C horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—stratified sand or coarse sand or the

gravelly or very gravelly analogs of these

textures

Padwood Series

Typical Pedon

Padwood sandy loam, 1,290 feet west and 2,440 feet

south of the northeast corner of sec. 24, T. 35 N., R. 7

E., Lincoln County, Wisconsin (a representative pedon

of Padwood sandy loam in Taylor County is in the

NW1/4NE1/4 of sec. 25, T. 33 N., R. 1 E.):

A—0 to 4 inches; very dark gray (10YR 3/1) sandy

loam, gray (10YR 5/1) dry; moderate fine granular

structure; friable; many fine roots; about 3 percent

gravel and 2 percent cobbles; strongly acid; abrupt

wavy boundary.

E—4 to 5 inches; brown (7.5YR 5/2) sandy loam,

pinkish gray (7.5YR 7/2) dry; weak thin platy

structure; very friable; many fine roots; many

distinct very dark gray (10YR 3/1) wormcasts;

about 2 percent gravel and 2 percent cobbles;

strongly acid; abrupt broken boundary.

Bs1—5 to 7 inches; dark reddish brown (5YR 3/4)

sandy loam; weak very fine subangular blocky

structure; very friable; many fine roots; few

prominent very dark gray (10YR 3/1) wormcasts;

about 8 percent gravel and 2 percent cobbles;

strongly acid; abrupt broken boundary.

Bs2—7 to 15 inches; brown (7.5YR 4/4) sandy loam;

weak fine subangular blocky structure; very friable;

many fine roots; about 7 percent gravel and 2

percent cobbles; strongly acid; clear wavy

boundary.

E/B—15 to 27 inches; 70 percent brown (7.5YR 5/3)

gravelly sandy loam (E ́), pink (7.5YR 7/3) dry;

weak medium platy structure; friable; extending

into and surrounding remnants of brown (7.5YR

4/4) gravelly sandy loam (Bt); moderate fine

subangular blocky structure; friable; common

distinct dark reddish brown (5YR 3/4) clay films on

faces of peds; common fine roots; about 14

percent gravel and 2 percent cobbles; strongly

acid; abrupt wavy boundary.

2Bt—27 to 36 inches; strong brown (7.5YR 4/6)

gravelly loamy sand; weak fine subangular blocky

structure; very friable; few fine roots; many

prominent dark reddish brown (5YR 3/4) clay

bridges between mineral grains; about 21 percent

gravel and 3 percent cobbles; strongly acid; abrupt

wavy boundary.

2C1—36 to 50 inches; light yellowish brown (10YR

6/4) fine sand; single grain; loose; few medium

prominent strong brown (7.5YR 5/6) masses of

iron accumulation; less than 1 percent gravel;

moderately acid; abrupt wavy boundary.

3C2—50 to 70 inches; stratified, brown (10YR 5/3)

very fine sandy loam and yellowish brown (10YR

5/4) very fine sand; a few thin strata of strong

brown (7.5YR 5/6) fine sand and brown (10YR

4/3) silt loam; massive; friable; breaks to weak

thick to thin plates along depositional strata;

common fine prominent yellowish red (5YR 4/6)

and common medium prominent yellowish brown

(10YR 5/6) masses of iron accumulation;

moderately acid.

Range in Characteristics

Thickness of the loamy mantle: 24 to 40 inches

Depth to stratified lacustrine deposits: 40 to 60 inches

Content of gravel: 0 to 35 percent in the loamy mantle

and 3 to 50 percent as a weighted average in the

sandy or sandy and gravelly glacial outwash; 0 to

60 percent in individual strata

Content of cobbles: 0 to 5 percent in the loamy mantle

and in the sandy or sandy and gravelly glacial

outwash

A horizon:

Hue—5YR, 7.5YR, or 10YR

Value—2 or 3
134 Soil Survey of

Chroma—1 or 2

Texture—sandy loam

Ap horizon (if it occurs):

Hue—5YR, 7.5YR, or 10YR

Value—3 or 4

Chroma—2 or 3

Texture—sandy loam

E horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

Bs horizon:

Hue—5YR or 7.5YR

Value—3 to 6

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

E ́ part of glossic horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, loam, or

loamy sand or the gravelly analogs of these

textures

Bt part of glossic horizon:

Hue—5YR, 7.5YR, 10YR

Value—4 or 5

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

2Bt horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—4 to 6

Texture—loamy sand, loamy fine sand, sand, or

fine sand or the gravelly or very gravelly

analogs of these textures

2C horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—fine sand, sand, or coarse sand or the

gravelly or very gravelly analogs of these

textures; stratified in many pedons

3C horizon:

Hue—5YR, 7.5YR, 10YR, 2.5Y, or 5Y

Value—4 to 6

Chroma—1 to 6

Texture—stratified silt, silt loam, very fine sandy

loam, loamy very fine sand, or very fine sand;

thin strata of silty clay loam, loam, sandy loam,

fine sandy loam, loamy fine sand, and fine or

medium sand in most pedons

Pelissier Series

Typical Pedon

Pelissier gravelly sandy loam, 600 feet south and

1,800 feet west of the northeast corner of sec. 4,

T. 48 N., R. 27 W., Marquette County, Michigan (a

representative pedon of Pelissier gravelly sandy loam

in Taylor County is in the NE1/4NW1/4 of sec. 11, T. 33

N., R. 1 E.):

Oa—0 to 2 inches; black (10YR 2/1), highly

decomposed plant material; moderate fine

granular structure; very friable; many very fine to

coarse roots; extremely acid; abrupt smooth

boundary.

E—2 to 6 inches; brown (7.5YR 5/2) gravelly sandy

loam, pinkish gray (7.5YR 6/2) dry; weak fine

subangular blocky structure; friable; common very

fine to coarse roots; about 20 percent gravel and 5

percent cobbles; extremely acid; clear wavy

boundary.

Bs1—6 to 10 inches; dark reddish brown (5YR 3/4)

gravelly sandy loam; weak medium subangular

blocky structure; friable; many very fine to coarse

roots; about 20 percent gravel and 5 percent

cobbles; very strongly acid; gradual irregular

boundary.

Bs2—10 to 21 inches; yellowish red (5YR 4/6) very

gravelly loamy coarse sand; weak fine subangular

blocky structure; very friable; common very fine to

medium roots; about 35 percent gravel and 5

percent cobbles; strongly acid; gradual wavy

boundary.

C1—21 to 36 inches; strong brown (7.5YR 5/6) very

gravelly coarse sand; single grain; loose; common

very fine to medium roots; about 50 percent gravel

and 5 percent cobbles; strongly acid; gradual wavy

boundary.

C2—36 to 80 inches; reddish yellow (7.5YR 6/6) very

gravelly coarse sand; single grain; loose; few very

fine and fine roots; about 50 percent gravel and 10

percent cobbles; strongly acid.

Range in Characteristics

Thickness of the loamy mantle: 0 to 9 inches

Content of gravel: 1 to 35 percent in the E horizon, 15

to 35 percent in the Bs1 horizon, and 15 to 60

percent in the rest of the profile
Taylor County, Wisconsin 135

Content of cobbles: 0 to 55 percent in the E and Bs1

horizons and 0 to 70 percent in the rest of the

profile

Content of stones: 0 to 2 percent throughout the profile

Other features: Some pedons have a BC horizon.

A horizon (if it occurs):

Hue—5YR, 7.5YR, or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—sandy loam, gravelly sandy loam,

gravelly coarse sandy loam, gravelly loamy

sand, gravelly sand, or very cobbly sandy loam

E horizon:

Hue—5YR or 7.5YR

Value—4 to 6

Chroma—1 to 3

Texture—sandy loam, gravelly sandy loam,

gravelly coarse sandy loam, gravelly loamy

sand, gravelly sand, or very cobbly sandy loam

Bs1 horizon:

Hue—5YR or 7.5YR

Value—3 or 4

Chroma—4

Texture—the gravelly, very gravelly, cobbly, or very

cobbly analogs of sandy loam, coarse sandy

loam, loamy sand, loamy coarse sand, sand, or

coarse sand

Bs2 horizon:

Hue—5YR or 7.5YR

Value—4

Chroma—4 to 6

Texture—the gravelly, very gravelly, cobbly, or very

cobbly analogs of loamy sand, loamy coarse

sand, sand, or coarse sand

C horizon:

Hue—7.5YR or 10YR

Value—5 or 6

Chroma—3 to 6

Texture—the very gravelly, extremely gravelly, very

cobbly, or extremely cobbly analogs of coarse

sand or sand

Pence Series

Typical Pedon

Pence sandy loam, 200 feet east and 380 feet north of

the southwest corner of sec. 5, T. 38 N., R. 11 E.,

Oneida County, Wisconsin (a representative pedon

of Pence sandy loam in Taylor County is in the

SW1/4SW1/4 of sec. 20, T. 33 N., R. 2 E.):

A—0 to 3 inches; dark reddish brown (5YR 3/2) sandy

loam, reddish gray (5YR 5/2) dry; weak fine

subangular blocky structure; very friable; many

roots; common white (5YR 8/1) sand grains; about

10 percent gravel; moderately acid; abrupt smooth

boundary.

E—3 to 8 inches; brown (7.5YR 4/2) sandy loam,

pinkish gray (7.5YR 7/2) dry; weak fine subangular

blocky structure; very friable; many roots; about 10

percent gravel; strongly acid; clear wavy boundary.

Bs1—8 to 11 inches; dark reddish brown (5YR 3/4)

gravelly sandy loam; weak medium subangular

blocky structure; very friable; common roots; about

15 percent gravel; moderately acid; clear wavy

boundary.

Bs2—11 to 15 inches; reddish brown (5YR 4/4)

gravelly sandy loam; weak fine and medium

subangular blocky structure; very friable; common

roots; about 15 percent gravel; strongly acid; clear

wavy boundary.

2BC—15 to 21 inches; yellowish red (5YR 4/6 and 5/6)

gravelly coarse sand; weak coarse subangular

blocky structure; very friable; few roots; about 25

percent gravel; strongly acid; clear wavy boundary.

2C—21 to 60 inches; stratified yellowish red and

reddish yellow (5YR 5/6 and 6/6) gravelly coarse

sand; thin strata of light reddish brown (5YR 6/4)

coarse sand and sand; single grain; loose; about

25 percent gravel; strongly acid.

Range in Characteristics

Thickness of the loamy mantle: 10 to 20 inches

Content of gravel: 0 to 35 percent in the loamy mantle

and 15 to 35 percent as a weighted average in

the substratum; 0 to 65 percent in individual

strata

Content of cobbles: 0 to 10 percent throughout the

profile

A horizon:

Hue—5YR, 7.5YR, or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—sandy loam

Ap horizon (if it occurs):

Hue—5YR, 7.5YR, or 10YR

Value—3 or 4

Chroma—1 to 3

Texture—sandy loam

E horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—2 or 3
136 Soil Survey of

Texture—sandy loam, fine sandy loam, loam, or

loamy sand

Bs horizon:

Hue—5YR or 7.5YR

Value—3 to 6

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

2BC horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—6 to 8

Texture—sand, coarse sand, loamy sand, loamy

coarse sand, or loamy fine sand or the gravelly,

very gravelly, or extremely gravelly analogs of

these textures

2C horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—stratified sand or coarse sand or the

gravelly, very gravelly, or extremely gravelly

analogs of these textures

Pesabic Series

Typical Pedon

Pesabic sandy loam, 900 feet south and 1,300 feet

west of the northeast corner of sec. 26, T. 33 N., R. 3

E., Taylor County, Wisconsin:

Oe—0 to 3 inches; moderately decomposed (hemic)

plant material, black (7.5YR 2.5/1) broken face,

rubbed, and pressed; about 50 percent fiber, 20

percent rubbed; massive; very friable; many very

fine and fine and few medium and coarse roots;

about 2 percent gravel and 1 percent cobbles;

extremely acid (pH 4.3 in water 1:1); abrupt wavy

boundary.

E—3 to 4 inches; brown (7.5YR 5/2) sandy loam,

pinkish gray (7.5YR 7/2) dry; weak medium

subangular blocky structure; very friable; many

very fine and fine and few medium and coarse

roots; about 5 percent gravel and 4 percent

cobbles; very strongly acid; abrupt wavy boundary.

Bs1—4 to 7 inches; dark brown (7.5YR 3/4) sandy

loam; weak medium subangular blocky structure;

very friable; many very fine and fine and few

medium and coarse roots; about 5 percent gravel

and 4 percent cobbles; very strongly acid; clear

wavy boundary.

Bs2—7 to 16 inches; brown (7.5YR 4/4) sandy loam;

weak medium subangular blocky structure; very

friable; many very fine and fine and few medium

and coarse roots; common fine prominent

yellowish red (5YR 5/8) masses of iron

accumulation; about 5 percent gravel and 5

percent cobbles; strongly acid; abrupt wavy

boundary.

E ́—16 to 30 inches; brown (7.5YR 5/3) sandy loam,

pink (7.5YR 7/3) dry; weak medium and thick platy

structure; friable; common very fine and fine and

few medium and coarse roots; many fine

prominent yellowish red (5YR 5/8) masses of iron

accumulation; about 8 percent gravel and 5

percent cobbles; strongly acid; clear wavy

boundary.

E/B—30 to 39 inches; 75 percent brown (7.5YR 5/3)

sandy loam (E ́), pink (7.5YR 7/3) dry; weak thin

platy structure; friable; tonguing into or

surrounding remnants of brown (7.5YR 4/4) sandy

loam (Bt); moderate medium subangular blocky

structure; friable; few very fine and fine roots;

common faint and distinct reddish brown (5YR

4/3) clay films on faces of some peds; many fine

prominent yellowish red (5YR 5/8) masses of iron

accumulation; about 8 percent gravel and 5

percent cobbles; moderately acid; clear wavy

boundary.

Bt—39 to 53 inches; reddish brown (5YR 4/4) gravelly

sandy loam; moderate medium subangular blocky

structure; firm; tends to part along horizontal

cleavage planes inherited from the parent

material; distinct yellowish red (5YR 5/8) masses

of iron accumulation; about 15 percent gravel and

5 percent cobbles; moderately acid; clear wavy

boundary.

Cd—53 to 84 inches; reddish brown (5YR 4/4) gravelly

sandy loam; massive but tends to part along

horizontal cleavage planes; firm; dense and

compact; few fine distinct yellowish red (5YR 5/6)

masses of iron accumulation; about 15 percent

gravel and 8 percent cobbles; moderately acid.

Range in Characteristics

Depth to dense loamy glacial till: 40 to 70 inches

Content of gravel: 2 to 30 percent throughout the

profile

Content of cobbles: 0 to 10 percent throughout the

profile

Content of stones: 0 to 2 percent throughout the profile

Percentage of surface covered by stones: 0.1 to 3.0

percent

Other features: Some pedons have a BCd horizon.

O horizon:

Hue—5YR, 7.5YR, or 10YR
Taylor County, Wisconsin 137

Value—2 or 3

Chroma—1 or 2

Texture—sapric, hemic, or fibric material

A horizon (if it occurs):

Hue—5YR, 7.5YR, or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—sandy loam

Ap horizon (if it occurs):

Hue—5YR, 7.5YR, or 10YR

Value—3 or 4

Chroma—2 or 3

Texture—sandy loam

E horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, or loam

Bs horizon:

Hue—2.5YR, 5YR, or 7.5YR

Value—3 to 6

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

E ́ horizon and E part of glossic horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, or loamy

sand or the gravelly analogs of these textures

Bt horizon and Bt part of glossic horizon:

Hue—2.5YR, 5YR, or 7.5YR

Value—3 to 5

Chroma—3 to 6 (value and chroma of 3 do not

occur in the same pedon)

Texture—sandy loam, fine sandy loam, gravelly

sandy loam, or gravelly fine sandy loam

Cd horizon:

Hue—2.5YR, 5YR, or 7.5YR

Value—3 to 5

Chroma—3 or 4 (value and chroma of 3 do not

occur in the same pedon)

Texture—sandy loam, fine sandy loam, gravelly

sandy loam, or gravelly fine sandy loam

Plover Series

Typical Pedon

Plover fine sandy loam, 1,355 feet south and 2,600

feet east of the northwest corner of sec. 27, T. 35 N.,

R. 15 W., Polk County, Wisconsin (a representative

pedon of Plover fine sandy loam in Taylor County is in

the NE1

/4NW1/4 of sec. 13, T. 33 N., R. 1 E.):

Ap—0 to 10 inches; very dark grayish brown (10YR

3/2) fine sandy loam, light brownish gray (10YR

6/2) dry; weak fine subangular blocky structure;

very friable; common very fine to medium roots;

neutral; abrupt smooth boundary.

E—10 to 13 inches; brown (10YR 5/3) fine sandy

loam, very pale brown (10YR 7/3) dry; weak thick

platy structure parting to weak fine subangular

blocky; very friable; few very fine and fine roots;

common medium prominent strong brown (7.5YR

5/6) masses of iron accumulation; slightly acid;

clear wavy boundary.

B/E—13 to 18 inches; about 65 percent brown (7.5YR

4/4) fine sandy loam (Bt); weak medium and fine

subangular blocky structure; friable; few faint dark

brown (7.5YR 3/4) clay films on faces of peds;

penetrated by tongues of brown (10YR 5/3) fine

sandy loam (E), very pale brown (10YR 7/3) dry;

weak medium subangular blocky structure; friable;

few very fine and fine roots; common coarse

prominent strong brown (7.5YR 5/8) masses of

iron accumulation and common fine prominent

grayish brown (10YR 5/2) iron depletions; strongly

acid; clear wavy boundary.

Bt1—18 to 23 inches; brown (7.5YR 4/4) fine sandy

loam; weak medium subangular blocky structure;

friable; few very fine and fine roots; common faint

dark brown (7.5YR 4/3) clay films on faces of most

peds; coatings of brown (10YR 5/3) soil on vertical

faces of some peds; common medium distinct

strong brown (7.5YR 5/8) masses of iron

accumulation and common medium prominent

grayish brown (10YR 5/2) iron depletions; strongly

acid; clear wavy boundary.

Bt2—23 to 32 inches; brown (7.5YR 4/4) fine sandy

loam; weak coarse subangular blocky structure;

very friable; few very fine roots; common faint dark

brown (7.5YR 3/4) clay films on faces of peds and

in root channels; common fine distinct strong

brown (7.5YR 5/8) masses of iron accumulation

and common fine prominent grayish brown (10YR

5/2) iron depletions; moderately acid; clear wavy

boundary.

C—32 to 60 inches; strong brown (7.5YR 5/6),

stratified silt, loamy fine sand, and fine sand;

massive; friable; many medium distinct pinkish

gray (7.5YR 6/2) iron depletions; slightly acid.

Range in Characteristics

Depth to stratified lacustrine deposits: Less than 40

inches
138 Soil Survey of

Ap horizon:

Hue—10YR

Value—3 or 4

Chroma—2 or 3

Texture—fine sandy loam

A horizon (if it occurs):

Hue—10YR

Value—2 or 3

Chroma—1 or 2

Texture—fine sandy loam

E horizon and E part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—dominantly silt loam, very fine sandy

loam, or fine sandy loam; sandy loam or loamy

fine sand in some pedons

Bt part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—4 or 5

Texture—sandy loam, fine sandy loam, very fine

sandy loam, or loam

Bt horizon:

Hue—5YR, 7.5YR, 10YR

Value—4 to 6

Chroma—3 to 6

Texture—sandy loam, fine sandy loam, very fine

sandy loam, or loam; thin strata of coarser or

finer textures in some pedons

C horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—4 to 6

Texture—stratified silt, silt loam, loam, very fine

sandy loam, fine sandy loam, sandy loam,

loamy fine sand, loamy sand, very fine sand,

fine sand, or sand

Poskin Series

Typical Pedon

Poskin silt loam, 1,340 feet west and 2,190 feet south

of the northeast corner of sec. 16, T. 35 N., R. 10 W.,

Barron County, Wisconsin (a representative pedon of

Poskin silt loam in Taylor County is in the NW1/4NW1/4

of sec. 6, T. 30 N., R. 1 E.):

Ap—0 to 9 inches; very dark grayish brown (10YR 3/2)

silt loam, light brownish gray (10YR 6/2) dry;

moderate medium granular structure; friable;

common fine and medium roots; slightly acid;

abrupt smooth boundary.

E—9 to 12 inches; brown (10YR 5/3) silt loam, very

pale brown (10YR 7/3) dry; moderate medium

platy structure; friable; few fine roots; few fine

distinct yellowish brown (10YR 5/6) masses of iron

accumulation; slightly acid; clear wavy boundary.

E/B—12 to 19 inches; about 70 percent brown (10YR

5/3) silt loam (E), very pale brown (10YR 7/3) dry;

moderate medium platy structure; friable; tonguing

into or surrounding remnants of dark yellowish

brown (10YR 4/4) silt loam (Bt); moderate medium

subangular blocky structure; friable; few distinct

brown (7.5YR 4/4) clay films on faces of peds; few

fine roots; common medium faint light brownish

gray (10YR 6/2) iron depletions and few fine

distinct yellowish brown (10YR 5/6) masses of iron

accumulation; slightly acid; clear wavy boundary.

Bt1—19 to 27 inches; yellowish brown (10YR 5/4) silt

loam; moderate medium subangular blocky

structure; friable; few fine roots; common distinct

brown (7.5YR 4/4) clay films on faces of peds;

common medium distinct light brownish gray

(10YR 6/2) iron depletions and common medium

prominent strong brown (7.5YR 5/6) masses of

iron accumulation; strongly acid; clear wavy

boundary.

Bt2—27 to 36 inches; brown (7.5YR 4/4) silt loam;

moderate medium subangular blocky structure;

friable; few fine roots; common distinct brown

(7.5YR 4/2) clay films on faces of peds; common

medium prominent grayish brown (10YR 5/2) iron

depletions and common medium distinct strong

brown (7.5YR 5/6) masses of iron accumulation;

about 2 percent gravel; strongly acid; clear wavy

boundary.

2Bt3—36 to 39 inches; brown (7.5YR 4/4) sandy loam;

weak medium subangular blocky structure; friable;

few distinct brown (7.5YR 4/2) clay films on faces

of peds; few medium distinct strong brown (7.5YR

5/6) masses of iron accumulation; about 8 percent

gravel; moderately acid; clear smooth boundary.

3C—39 to 60 inches; reddish brown (5YR 4/4),

stratified sand and gravelly sand; single grain;

loose; few fine distinct yellowish red (5YR 4/6)

masses of iron accumulation; about 20 percent

gravel (as an average) and 5 percent cobbles;

moderately acid.

Range in Characteristics

Thickness of the silty mantle: 20 to 40 inches

Content of gravel: 0 to 5 percent in the silty mantle, 0

to 40 percent in the loamy lower part of the

subsoil, and 3 to 45 percent as a weighted
Taylor County, Wisconsin 139

average in the substratum; 0 to 65 percent in

individual strata

Content of cobbles: 0 to 5 percent throughout the

profile

Ap horizon:

Hue—7.5YR or 10YR

Value—3 to 5

Chroma—2 or 3

Texture—silt loam

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—silt loam

E horizon and E part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—silt loam or silt

Bt part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 or 5

Chroma—3 to 6

Texture—silt loam

2Bt horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 or 5

Chroma—3 to 6

Texture—loam, sandy loam, fine sandy loam, or

sandy clay loam or the gravelly or very gravelly

analogs of these textures

3C or 3Cg horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—2 to 8

Texture—stratified sand or coarse sand or the

gravelly, very gravelly, or extremely gravelly

analogs of these textures

Rib Series

Typical Pedon

Rib silt loam, 0 to 2 percent slopes, approximately

2,400 feet west and 20 feet south of the northeast

corner of sec. 18, T. 31 N., R. 2 E., Taylor County,

Wisconsin:

A—0 to 7 inches; very dark gray (10YR 3/1) silt loam,

gray (10YR 5/1) dry; moderate medium granular

structure; friable; many very fine and few fine,

medium, and coarse roots; about 5 percent gravel

and 1 percent cobbles; moderately acid; abrupt

smooth boundary.

Eg—7 to 10 inches; dark gray and gray (2.5Y 4/1 and

5/1) silt loam, light gray (2.5Y 7/1) dry; moderate

medium subangular blocky structure parting to

weak thin platy; friable; few very fine and fine

roots; few fine distinct (2.5Y 4/4) olive brown

masses of iron accumulation; about 5 percent

gravel and 1 percent cobbles; moderately acid;

clear wavy boundary.

Btg1—10 to 18 inches; grayish brown (2.5Y 5/2) silt

loam; moderate medium subangular blocky

structure; friable; common faint dark grayish brown

(10YR 4/2) clay films on faces of peds; many fine

and medium distinct olive brown (2.5Y 4/4)

masses of iron accumulation; about 5 percent

gravel and 1 percent cobbles; slightly acid; clear

wavy boundary.

Btg2—18 to 32 inches; grayish brown (2.5Y 5/2) silt

loam; moderate medium and coarse subangular

blocky structure; friable; common faint dark

grayish brown (10YR 4/2) clay films on faces of

peds; many medium and coarse prominent dark

yellowish brown (10YR 4/6) masses of iron

accumulation and few fine prominent gray (10YR

5/1) iron depletions; about 5 percent gravel and 1

percent cobbles; neutral; clear wavy boundary.

2Bg—32 to 35 inches; grayish brown (2.5Y 5/2) loam;

moderate medium subangular blocky structure;

friable; many medium and coarse prominent dark

yellowish brown (10YR 4/6) masses of iron

accumulation; about 5 percent gravel; neutral;

clear wavy boundary.

3BC—35 to 37 inches; brown and dark brown (10YR

4/3 and 3/3) gravelly loamy sand; weak medium

subangular blocky structure; very friable; about 15

percent gravel and 2 percent cobbles; neutral;

clear wavy boundary.

3C—37 to 60 inches; brown and dark brown (10YR

4/3 and 3/3) gravelly coarse sand; single grain;

loose; about 20 percent gravel and 2 percent

cobbles; neutral.

Range in Characteristics

Thickness of the silty and loamy mantle: 20 to 40

inches

Content of gravel: 0 to 5 percent in the silty mantle, 0

to 40 percent in the loamy lower part of the

subsoil, and 3 to 45 percent as a weighted

average in the substratum; 0 to 65 percent in

individual strata

Content of cobbles: 0 to 5 percent throughout the

profile
140 Soil Survey of

A horizon or Ap horizon (if it occurs):

Hue—10YR or 7.5YR

Value—2 or 3

Chroma—1 or 2

Texture—silt loam

Eg horizon:

Hue—10YR, 2.5Y, or 5Y

Value—4 to 6

Chroma—1 or 2

Texture—silt loam

Btg horizon:

Hue—10YR, 2.5Y, or 5Y

Value—4 to 6

Chroma—1 or 2

Texture—silt loam or silty clay loam

2Bg horizon:

Hue—7.5YR, 10YR, or 2.5Y

Value—4 to 6

Chroma—1 or 2

Texture—loam or sandy loam or the gravelly or

very gravelly analogs of these textures

3BC horizon:

Hue—7.5YR, 10YR, or 2.5Y

Value—3 to 8

Chroma—1 to 6

Texture—loamy sand or loamy coarse sand or the

gravelly or very gravelly analogs of these

textures

3C or 3Cg horizon:

Hue—7.5YR, 10YR, or 2.5Y

Value—3 to 8

Chroma—1 to 6

Texture—sand or coarse sand or the gravelly or

very gravelly analogs of these textures

Ribriver Series

Typical Pedon

Ribriver silt loam, 0 to 3 percent slopes, 2,500 feet

east and 2,100 feet north of the southwest corner of

sec. 36, T. 32 N., R. 3 E., Taylor County, Wisconsin:

A—0 to 5 inches; very dark grayish brown (10YR 3/2)

silt loam, grayish brown (10YR 5/2) dry; moderate

fine granular structure; friable; many very fine and

fine and common medium and coarse roots; about

2 percent gravel; moderately acid; abrupt wavy

boundary.

Bw—5 to 10 inches; dark yellowish brown (10YR 4/4)

silt loam; weak medium subangular blocky

structure; very friable; many very fine and fine and

few medium and coarse roots; about 2 percent

gravel; strongly acid; clear wavy boundary.

E/B—10 to 17 inches; 80 percent brown (10YR 5/3)

silt loam (E), very pale brown (10YR 7/3) dry;

weak thin platy structure; friable; tonguing into and

surrounding remnants of dark yellowish brown

(10YR 4/4) silt loam (Bt); moderate medium

subangular blocky structure; friable; common very

fine and fine and few medium roots; about 2

percent gravel; strongly acid; gradual wavy

boundary.

B/E—17 to 24 inches; 60 percent dark yellowish brown

(10YR 4/4) silt loam (Bt); moderate medium

subangular blocky structure; friable; common faint

dark yellowish brown (10YR 3/4) clay films on

faces of peds; penetrated by tongues of brown

(10YR 5/3) silt loam (E), very pale brown (10YR

7/3) dry; weak thin platy structure; friable; few very

fine and fine roots; few fine prominent strong

brown (7.5YR 5/6) masses of iron accumulation;

about 2 percent gravel; strongly acid; gradual wavy

boundary.

Bt1—24 to 32 inches; dark yellowish brown (10YR 4/4)

silt loam; moderate medium angular blocky

structure; friable; few very fine and fine roots;

many faint dark yellowish brown (10YR 3/4) clay

films on faces of peds; common faint brown (10YR

5/3) silt coatings on vertical faces of peds;

common medium prominent strong brown (7.5YR

5/6) masses of iron accumulation; about 2 percent

gravel; strongly acid; gradual wavy boundary.

Bt2—32 to 45 inches; dark yellowish brown (10YR 4/4)

silt loam; moderate medium subangular blocky

structure; friable; common faint dark yellowish

brown (10YR 3/4) clay films on faces of peds;

many medium prominent strong brown (7.5YR

5/6) masses of iron accumulation; about 2 percent

gravel; very strongly acid; clear wavy boundary.

2Bt3—45 to 48 inches; brown (7.5YR 4/4) gravelly

sandy loam; weak medium subangular blocky

structure; very friable; few faint dark brown (7.5YR

3/4) clay films on faces of peds; about 16 percent

gravel; strongly acid; clear wavy boundary.

3C—48 to 60 inches; brown (7.5YR 4/4), stratified very

gravelly coarse sand and coarse sand; single

grain; loose; about 30 percent gravel as an

average; moderately acid.

Range in Characteristics

Thickness of the silty mantle: 0 to 60 inches

Content of gravel: 0 to 5 percent in the silty mantle, 0

to 40 percent in the loamy lower part of the
Taylor County, Wisconsin 141

subsoil, and 3 to 45 percent as a weighted

average in the sandy outwash; 0 to 65 percent in

individual strata

Content of cobbles: 0 to 5 percent in the silty mantle

and 0 to 10 percent in the substratum

A horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—silt loam

Ap horizon (if it occurs):

Hue—7.5YR or 10YR

Value—3 or 4

Chroma—2 or 3

Texture—silt loam

Bw horizon:

Hue—10YR

Value—3 to 6

Chroma—4 to 6

Texture—silt loam

E part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—silt loam

Bt horizon and Bt part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 or 5

Chroma—4 to 6

Texture—silt loam

2Bt horizon:

Hue—5YR, 7.5YR, or 10YR

Value—3 to 6

Chroma—4 to 6

Texture—loam, fine sandy loam, or sandy loam or

the gravelly analogs of these textures

3C horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—stratified sand or coarse sand or the

gravelly, very gravelly, or extremely gravelly

analogs of these textures

Santiago Series

Typical Pedon

Santiago silt loam, 15 to 30 percent slopes, very stony,

1,400 feet south and 200 feet east of the northwest

corner of sec. 20, T. 32 N., R. 3 E., Taylor County,

Wisconsin:

A—0 to 4 inches; black (10YR 2/1) silt loam, dark gray

(10YR 4/1) dry; moderate medium granular

structure; friable; many very fine and fine and

common medium and coarse roots; about 2

percent gravel; strongly acid; abrupt wavy

boundary.

E/B—4 to 16 inches; about 70 percent brown (10YR

5/3) silt loam (E), very pale brown (10YR 7/3) dry;

weak medium platy structure; friable; tonguing into

or surrounding remnants of dark yellowish brown

(10YR 4/4) silt loam (Bt); weak medium

subangular blocky structure; friable; common very

fine and fine and few medium and coarse roots;

about 2 percent gravel and 1 percent cobbles;

moderately acid; clear wavy boundary.

B/E—16 to 22 inches; about 60 percent dark yellowish

brown (10YR 4/4) silt loam (Bt); moderate medium

subangular blocky structure; friable; common faint

dark yellowish brown (10YR 3/4) clay films on

faces of peds; penetrated by tongues of brown

(10YR 5/3) silt loam (E), very pale brown (10YR

7/3) dry; weak medium platy structure; friable;

common very fine and fine and few medium and

coarse roots; about 3 percent gravel and 1 percent

cobbles; moderately acid; clear wavy boundary.

2Bt1—22 to 33 inches; brown (7.5YR 4/4) sandy loam;

moderate medium subangular blocky structure;

friable; tends to part along horizontal cleavage

planes inherited from the parent material; few very

fine and fine roots; common faint dark brown

(7.5YR 3/4) clay films on all faces of peds; about

10 percent gravel and 3 percent cobbles; slightly

acid; clear wavy boundary.

2Bt2—33 to 44 inches; reddish brown (5YR 4/4) sandy

loam; moderate medium prismatic structure; tends

to part along horizontal cleavage planes to weak

medium plates inherited from the parent material;

firm; common faint dark reddish brown (5YR 3/4)

clay films on top faces of peds; about 10 percent

gravel and 3 percent cobbles; slightly acid; clear

wavy boundary.

2Cd—44 to 60 inches; reddish brown (5YR 4/4) sandy

loam; massive; tends to part along horizontal

cleavage planes to weak medium plates; firm;

dense and compact; about 10 percent gravel and

3 percent cobbles; slightly acid.

Range in Characteristics

Depth to dense loamy glacial till: 40 to 90 inches

Thickness of the silty mantle: 12 to 36 inches

Content of gravel: 0 to 10 percent in the silty mantle

and 5 to 35 percent in the till
142 Soil Survey of

Content of cobbles: 0 to 3 percent in the silty mantle

and 0 to 10 percent in the till

Content of stones: 0 to 5 percent throughout the profile

Percentage of surface covered by stones: 0.1 to 3.0

percent

Other features: Some pedons have a 2BCd horizon.

A horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—silt loam

Ap horizon (if it occurs):

Hue—7.5YR or 10YR

Value—3 or 4

Chroma—1 to 3

Texture—silt loam

E part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—silt loam

Bt part of glossic horizon:

Hue—7.5YR or 10YR

Value—3 to 5

Chroma—4 to 6

Texture—silt loam

2Bt horizon:

Hue—2.5YR, 5YR, or 7.5YR

Value—3 to 5

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

2Cd horizon:

Hue—2.5YR, 5YR, or 7.5YR

Value—3 to 5

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

Sconsin Series

Typical Pedon

Sconsin silt loam, 700 feet north and 400 feet east of

the southwest corner of sec. 28, T. 33 N., R. 8 E.,

Lincoln County, Wisconsin (a representative pedon of

Sconsin silt loam in Taylor County is in the NW1/4NW1/4

of sec. 33, T. 33 N., R. 2 E.):

A—0 to 4 inches; very dark grayish brown (10YR 3/2)

silt loam, grayish brown (10YR 5/2) dry; moderate

fine granular structure; friable; many fine roots;

about 2 percent gravel; strongly acid; abrupt wavy

boundary.

E—4 to 5 inches; dark grayish brown (10YR 4/2) silt

loam, light brownish gray (10YR 6/2) dry; weak

medium platy structure; very friable; many fine

roots; few faint very dark grayish brown (10YR 3/2)

wormcasts; about 2 percent gravel; strongly acid;

abrupt broken boundary.

Bw—5 to 10 inches; dark yellowish brown (10YR 4/4)

silt loam; weak very fine subangular blocky

structure; very friable; many fine roots; about 2

percent gravel; strongly acid; clear wavy boundary.

E ́—10 to 18 inches; brown (10YR 5/3) silt loam, very

pale brown (10YR 7/3) dry; weak medium platy

structure; very friable; common fine roots; about 2

percent gravel; strongly acid; clear wavy boundary.

E/B—18 to 27 inches; 60 percent brown (10YR 5/3)

silt loam (E ́), very pale brown (10YR 7/3) dry;

moderate medium platy structure; very friable;

surrounding remnants of dark yellowish brown

(10YR 4/4) silt loam (Bt); weak medium prismatic

structure parting to weak fine subangular blocky;

friable; few prominent reddish brown (5YR 4/3)

clay films on faces of peds; few fine roots; few fine

prominent strong brown (7.5YR 5/6) and yellowish

red (5YR 5/8) masses of iron accumulation; about

3 percent gravel; very strongly acid; clear wavy

boundary.

2B/E—27 to 34 inches; 60 percent dark yellowish

brown (10YR 4/4) loam (2Bt); weak coarse

prismatic structure parting to weak medium

subangular blocky; friable; tends to part along

horizontal cleavage planes inherited from the

parent material; few prominent dark reddish brown

(5YR 3/4) clay films on faces of peds; penetrated

by tongues of brown (10YR 5/3) loam (2E), very

pale brown (10YR 7/3) dry; weak medium platy

structure; very friable; few fine roots; common fine

prominent dark red (2.5YR 3/6) and common

medium prominent yellowish red (5YR 5/8)

masses of iron accumulation; few fine prominent

very dusky red (2.5YR 2/2) concretions (iron and

manganese oxides); about 5 percent gravel; very

strongly acid; clear wavy boundary.

2Bt—34 to 38 inches; dark yellowish brown (10YR 4/4)

sandy loam; weak coarse prismatic structure

parting to weak medium subangular blocky;

friable; few fine roots; tends to part along

horizontal cleavage planes inherited from the

parent material; common prominent dark reddish

brown (5YR 3/2) clay films in pores and common

prominent dark reddish brown (5YR 3/4) clay

bridges between mineral grains; few faint brown
Taylor County, Wisconsin 143

(10YR 5/3) coatings of silt and sand, primarily on

vertical faces of peds; few fine prominent yellowish

red (5YR 5/6) and dark red (2.5YR 3/6) masses of

iron accumulation; about 8 percent gravel; very

strongly acid; abrupt wavy boundary.

3C—38 to 60 inches; yellowish brown (10YR 5/4),

stratified gravelly sand and sand; single grain;

loose; about 24 percent gravel as an average;

strongly acid.

Range in Characteristics

Thickness of the silty mantle: 12 to 40 inches

Content of gravel: 0 to 5 percent in the silty mantle, 0

to 40 percent in the loamy subsoil, and 3 to 45

percent as a weighted average in the sandy

outwash; 0 to 65 percent in individual strata

Content of cobbles: 0 to 5 percent throughout the

profile

A horizon:

Hue—10YR

Value—2 or 3

Chroma—1 or 2

Texture—silt loam

Ap horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—silt loam

E horizon, E ́ horizon, and E ́ part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—silt loam

Bw horizon:

Hue—10YR

Value—3 to 6

Chroma—4 to 6

Texture—silt loam

Bt part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 or 5

Chroma—4 to 6

Texture—silt loam

2E part of glossic horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—loam, sandy loam, or fine sandy loam or

the gravelly or very gravelly analogs of these

textures

2Bt horizon and 2Bt part of glossic horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 or 5

Chroma—4 to 6

Texture—loam, sandy loam, or fine sandy loam or

the gravelly or very gravelly analogs of these

textures

3C horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—3 to 8

Texture—stratified sand or coarse sand or the

gravelly, very gravelly, or extremely gravelly

analogs of these textures

Spencer Series

Typical Pedon

Spencer silt loam, 2,000 feet south and 100 feet east

of the northwest corner of sec. 18, T. 34 N., R. 13 W.,

Barron County, Wisconsin (a representative pedon of

Spencer silt loam in Taylor County is in the NE1/4SE1/4

of sec. 7, T. 31 N., R. 4 W.):

Ap—0 to 9 inches; very dark grayish brown (10YR 3/2)

silt loam, pale brown (10YR 6/3) dry; moderate

medium granular structure; friable; common fine

and medium roots; neutral; abrupt smooth

boundary.

E—9 to 12 inches; brown (10YR 5/3) silt loam, very

pale brown (10YR 7/3) dry; weak medium platy

structure; friable; common fine and medium roots;

slightly acid; clear smooth boundary.

E/B—12 to 22 inches; about 70 percent brown (10YR

5/3) silt loam (E), very pale brown (10YR 7/3) dry;

moderate medium platy structure; friable; tonguing

into or surrounding remnants of dark yellowish

brown (10YR 4/4) silt loam (Bt); moderate medium

subangular blocky structure; friable; common fine

and medium roots; strongly acid; clear smooth

boundary.

B/E—22 to 30 inches; about 60 percent dark yellowish

brown (10YR 4/4) silt loam (Bt); moderate medium

subangular blocky structure; friable; common faint

dark yellowish brown (10YR 3/4) clay films on

faces of peds; penetrated by tongues of brown

(10YR 5/3) silt loam (E), very pale brown (10YR

7/3) dry; moderate medium platy structure; friable;

few fine and medium roots; strongly acid; clear

smooth boundary.

Bt1—30 to 42 inches; dark yellowish brown (10YR 4/4)

silt loam; moderate medium subangular blocky
144 Soil Survey of

structure; friable; few fine roots; common faint dark

yellowish brown (10YR 3/4) clay films on faces of

peds; few fine prominent strong brown (7.5YR 5/6)

masses of iron accumulation; about 3 percent

gravel; strongly acid; clear smooth boundary.

2Bt2—42 to 48 inches; brown (7.5YR 4/4) loam;

moderate medium subangular blocky structure;

friable; few fine roots; common faint dark reddish

brown (5YR 3/4) clay films on faces of peds; few

fine prominent strong brown (7.5YR 5/6) masses

of iron accumulation; about 10 percent gravel and

2 percent cobbles; strongly acid; clear smooth

boundary.

2C—48 to 72 inches; reddish brown (5YR 4/4) sandy

loam; massive; friable; about 10 percent gravel

and 2 percent cobbles; moderately acid.

Range in Characteristics

Thickness of the silty mantle: 36 to 60 inches

Content of gravel: 0 to 10 percent in the silty mantle

and 3 to 35 percent in the till

Content of cobbles: 0 to 5 percent throughout the

profile

Other features: Some pedons have a Cd horizon

below a depth of 60 inches.

Ap horizon:

Hue—10YR

Value—3 or 4

Chroma—2 or 3

Texture—silt loam

A horizon (if it occurs):

Hue—10YR

Value—2 or 3

Chroma—1 or 2

Texture—silt loam

E horizon and E part of glossic horizon:

Hue—10YR

Value—4 to 6

Chroma—2 or 3

Texture—silt loam or silt

Bt horizon and Bt part of glossic horizon:

Hue—7.5YR or 10YR

Value—3 to 5

Chroma—4 to 6

Texture—silt loam

2Bt horizon:

Hue—2.5YR, 5YR, or 7.5YR

Value—3 to 6

Chroma—4 to 6

Texture—sandy loam, loam, gravelly sandy loam,

or gravelly loam

2C horizon:

Hue—2.5YR, 5YR, or 7.5YR

Value—3 to 6

Chroma—4 to 6

Texture—sandy loam, loam, gravelly sandy loam,

or gravelly loam

Tipler Series

Typical Pedon

Tipler sandy loam, 800 feet north and 155 feet west of

the southeast corner of sec. 14, T. 37 N., R. 16 E.,

Forest County, Wisconsin (a representative pedon of

Tipler sandy loam in Taylor County is in the NW1/4NE1/4

of sec. 25, T. 33 N., R. 1 E.):

A—0 to 3 inches; dark brown (7.5YR 3/2) sandy loam,

brown (7.5YR 4/2) dry; weak medium subangular

blocky structure parting to weak fine granular;

friable; many very fine and fine and common

medium roots; about 3 percent gravel and 1

percent cobbles; strongly acid; abrupt wavy

boundary.

E—3 to 5 inches; brown (7.5YR 5/3) sandy loam,

pinkish gray (7.5YR 7/2) dry; weak fine subangular

blocky structure parting to weak fine granular;

friable; many very fine and fine and common

medium roots; 3 percent gravel and about 1

percent cobbles; very strongly acid; abrupt broken

boundary.

Bs1—5 to 10 inches; dark brown (7.5YR 3/4) sandy

loam; weak medium subangular blocky structure

parting to weak fine granular; friable; common

very fine and fine and few medium roots; 5 percent

gravel and about 1 percent cobbles; very strongly

acid; clear wavy boundary.

Bs2—10 to 19 inches; brown (7.5YR 4/4) sandy loam;

weak medium subangular blocky structure parting

to weak fine granular; few very fine, fine, and

medium roots; 5 percent gravel and about 1

percent cobbles; very strongly acid; clear wavy

boundary.

B/E—19 to 26 inches; 80 percent brown (7.5YR 4/4)

sandy loam (Bt); weak medium subangular blocky

structure parting to weak medium platy; friable;

common faint brown (7.5YR 4/3) clay films on

faces of peds; penetrated by tongues of light

brown (7.5YR 6/3) sandy loam (E ́), pink (7.5YR

7/3) dry; weak medium subangular blocky

structure parting to weak medium platy; friable;

few very fine, fine, and medium roots; 3 percent

gravel and about 1 percent cobbles; strongly acid;

abrupt wavy boundary.
Taylor County, Wisconsin 145

Bt—26 to 33 inches; strong brown (7.5YR 4/6) sandy

loam; weak medium subangular blocky structure;

friable; few very fine roots; common distinct brown

(7.5YR 4/4) clay films on faces of peds; common

fine distinct yellowish red (5YR 4/6) masses of iron

accumulation; 9 percent gravel and about 5

percent cobbles; strongly acid; clear wavy

boundary.

2C—33 to 60 inches; brown (7.5YR 5/4), stratified very

gravelly coarse sand and gravelly coarse sand;

single grain; loose; common fine prominent

yellowish red (5YR 5/6) masses of iron

accumulation; 34 percent gravel and about 5

percent cobbles as an average; slightly acid.

Range in Characteristics

Thickness of the loamy mantle: 24 to 40 inches

Content of gravel: 0 to 35 percent in the loamy mantle

and 3 to 50 percent as a weighted average in the

substratum; 0 to 60 percent in individual strata

Content of cobbles: 0 to 5 percent throughout the

profile

A horizon:

Hue—5YR, 7.5YR, or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—sandy loam

Ap horizon (if it occurs):

Hue—5YR, 7.5YR, or 10YR

Value—3 or 4

Chroma—2 or 3

Texture—sandy loam

E horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—dominantly sandy loam, fine sandy loam,

or loam or the gravelly analogs of these

textures; loamy sand or gravelly loamy sand in

some pedons

Bs horizon:

Hue—5YR or 7.5YR

Value—3 to 6

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

E ́ part of glossic horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—dominantly sandy loam, fine sandy loam,

or loam or the gravelly analogs of these

textures; loamy sand or gravelly loamy sand in

some pedons

Bt horizon and Bt part of glossic horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 or 5

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

2C horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—stratified sand or coarse sand or the

gravelly or very gravelly analogs of these

textures

Withee Series

Typical Pedon

Withee silt loam, 5 feet south and 620 feet west of the

northeast corner of sec. 21, T. 25 N., R. 1 W., Clark

County, Wisconsin (a representative pedon of Withee

silt loam in Taylor County is in the SE1/4SE1/4 of sec.

23, T. 30 N., R. 2 E.):

Ap—0 to 9 inches; dark grayish brown (10YR 4/2) silt

loam, light brownish gray (10YR 6/2) dry;

moderate medium subangular blocky structure;

friable; common fine roots; neutral; abrupt smooth

boundary.

E—9 to 14 inches; brown (10YR 5/3) silt loam, very

pale brown (10YR 7/3) dry; weak medium

subangular blocky structure; friable; common fine

roots; common medium prominent brownish

yellow (10YR 6/8) and few fine prominent reddish

yellow (7.5YR 6/8) masses of iron accumulation;

few fine faint light brownish gray (10YR 6/2) iron

depletions; neutral; clear wavy boundary.

E/B—14 to 18 inches; about 70 percent pale brown

(10YR 6/3) silt loam (E), very pale brown (10YR

7/3) dry; weak medium subangular blocky

structure; friable; tonguing into and surrounding

remnants of light yellowish brown (10YR 6/4) silt

loam (Bt); moderate fine and medium subangular

blocky structure; friable; few fine roots; few fine

faint light brownish gray (10YR 6/2) iron

depletions; common medium prominent reddish

yellow (7.5YR 6/8) and few medium distinct

brownish yellow (10YR 6/6) masses of iron

accumulation; very strongly acid; clear irregular

boundary.
146 Soil Survey of

B/E—18 to 24 inches; 60 percent light brown (7.5YR

6/4) silt loam (Bt); moderate medium subangular

blocky structure; friable; few faint brown (7.5YR

5/4) clay films on faces of peds; penetrated by

tongues of pale brown (10YR 6/3) silt loam (E),

very pale brown (10YR 7/3) dry; weak subangular

blocky structure; friable; few fine roots; few fine

prominent light brownish gray (10YR 6/2) iron

depletions; common medium distinct reddish

yellow (7.5YR 6/8) and few medium distinct

brownish yellow (10YR 6/6) masses of iron

accumulation; very strongly acid; clear wavy

boundary.

2Bt1—24 to 34 inches; reddish brown (5YR 5/3) loam;

moderate medium subangular blocky structure;

friable; common faint reddish brown (5YR 4/3) clay

films on faces of peds; few faint pale brown (10YR

6/3) clean silt and sand grains coating faces of

some peds; common medium faint reddish gray

(5YR 5/2) iron depletions and many coarse

prominent brownish yellow (10YR 6/6) masses of

iron accumulation; about 3 percent gravel; very

strongly acid; abrupt wavy boundary.

2Bt2—34 to 47 inches; reddish brown (5YR 4/4) loam;

moderate medium subangular blocky structure;

firm; common faint reddish brown (5YR 4/3) clay

films on faces of peds; few pale brown (10YR 6/3)

clean silt and sand grains coating faces of some

peds; few medium distinct yellowish red (5YR 5/8)

masses of iron accumulation; about 3 percent

gravel; very strongly acid; gradual wavy

boundary.

2C—47 to 60 inches; reddish brown (5YR 4/4) loam;

massive; firm; about 3 percent gravel; very

strongly acid.

Range in Characteristics

Thickness of the silty mantle: 12 to 36 inches

Content of gravel: 0 to 10 percent in the silty mantle

and 3 to 35 percent in the till

Content of cobbles: 0 to 5 percent in the silty mantle

and 0 to 10 percent in the till

Other features: Some pedons have a 2BC horizon.

Ap horizon:

Hue—10YR

Value—3 or 4

Chroma—2 or 3

Texture—silt loam

A horizon (if it occurs):

Hue—10YR

Value—2 or 3

Chroma—1 or 2

Texture—silt loam

E horizon and E part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 7

Chroma—2 or 3

Texture—silt loam or silt

Bt part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—silt loam

2Bt horizon:

Hue—5YR, 7.5YR, or 10YR

Value—3 to 5

Chroma—3 to 6 (value and chroma of 3 do not

occur in the same pedon)

Texture—dominantly loam, sandy clay loam, or

clay loam or the gravelly analogs of these

textures; sandy loam or gravelly sandy loam in

the lower part in some pedons

2C horizon:

Hue—5YR or 7.5YR

Value—3 to 5

Chroma—4 to 6

Texture—fine sandy loam, sandy loam, loam,

sandy clay loam, or clay loam or the gravelly

analogs of these textures

Worcester Series

Typical Pedon

Worcester sandy loam, 580 feet east and 35 feet

south of the northwest corner of sec. 18, T. 35 N., R. 5

E., Lincoln County, Wisconsin (a representative pedon

of Worcester sandy loam in Taylor County is in the

NW1/4NE1/4 of sec. 24, T. 32 N., R. 1 W.):

A—0 to 2 inches; very dark gray (10YR 3/1) sandy

loam, gray (10YR 5/1) dry; moderate medium

granular structure; very friable; many fine roots;

few charcoal fragments; about 2 percent gravel

and 2 percent cobbles; very strongly acid; abrupt

wavy boundary.

E—2 to 3 inches; brown (7.5YR 4/2) sandy loam,

pinkish gray (7.5YR 6/2) dry; weak medium platy

structure; very friable; many fine roots; about 2

percent gravel and 2 percent cobbles; very

strongly acid; abrupt wavy boundary.

Bhs—3 to 6 inches; dark reddish brown (5YR 3/2)

sandy loam; weak very fine subangular blocky

structure; very friable; many fine roots; about 3

percent gravel and 2 percent cobbles; very

strongly acid; clear wavy boundary.
Taylor County, Wisconsin 147

Bs—6 to 16 inches; brown (7.5YR 4/4) sandy loam;

weak fine subangular blocky structure; very friable;

many fine roots; few fine prominent yellowish red

(5YR 5/6) masses of iron accumulation; about 3

percent gravel and 2 percent cobbles; strongly

acid; clear wavy boundary.

B/E—16 to 20 inches; about 70 percent brown (7.5YR

4/4) sandy loam (Bt); weak medium subangular

blocky structure; friable; many distinct dark reddish

brown (5YR 3/4) clay bridges between mineral

grains; penetrated by tongues of brown (7.5YR

5/3) loamy sand (E ́), very pale brown (10YR 7/3)

dry; weak medium platy structure; very friable;

common fine roots; common fine prominent red

(2.5YR 4/6) and many medium prominent

yellowish red (5YR 5/6) masses of iron

accumulation and many medium prominent light

brownish gray (10YR 6/2) iron depletions; few fine

prominent very dusky red (2.5YR 2/2)

concentrations (iron and manganese oxide); about

5 percent gravel and 2 percent cobbles; very

strongly acid; clear wavy boundary.

Bt1—20 to 32 inches; brown (7.5YR 4/4) sandy loam;

moderate medium subangular blocky structure;

friable; common fine roots; few distinct dark

reddish brown (5YR 3/4) clay films on faces of

peds and many clay bridges between mineral

grains; common fine distinct brown (7.5YR 5/2)

iron depletions and prominent yellowish red (5YR

5/6) masses of iron accumulation; about 8 percent

gravel and 2 percent cobbles; very strongly acid;

abrupt wavy boundary.

2Bt2—32 to 39 inches; strong brown (7.5YR 4/6)

gravelly loamy sand; weak fine subangular blocky

structure; very friable; few fine roots; common

prominent dark reddish brown (5YR 3/4) clay

bridges between mineral grains; few medium

distinct reddish yellow (7.5YR 6/8) masses of iron

accumulation; about 25 percent gravel and 4

percent cobbles; strongly acid; gradual wavy

boundary.

2C—39 to 60 inches; yellowish brown (10YR 5/4),

stratified gravelly sand and sand; single grain;

loose; few medium distinct yellowish brown (10YR

5/6) masses of iron accumulation; about 17

percent gravel as an average and 2 percent

cobbles; strongly acid.

Range in Characteristics

Thickness of the loamy mantle: 24 to 40 inches

Content of gravel: 0 to 35 percent in the loamy mantle

and 3 to 50 percent as a weighted average in the

substratum; 0 to 65 percent in individual strata

Content of cobbles: 0 to 5 percent throughout the

profile

A horizon:

Hue—5YR, 7.5YR, or 10YR

Value—2 or 3

Chroma—1 to 3

Texture—sandy loam

Ap horizon (if it occurs):

Hue—7.5YR or 10YR

Value—3 or 4

Chroma—2 or 3

Texture—sandy loam

E horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, loam, or

loamy sand or the gravelly analogs of these

textures

Bhs horizon:

Hue—5YR or 7.5YR

Value—2 or 3

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

Bs horizon:

Hue—5YR or 7.5YR

Value—3 to 6

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

E ́ part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, loam, or

loamy sand or the gravelly analogs of these

textures

Bt horizon and Bt part of glossic horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

2Bt horizon:

Hue—5YR, 7.5YR, or 10YR

Value—3 to 6

Chroma—4 to 6

Texture—loamy sand, loamy coarse sand, sand,
148 Soil Survey of

or coarse sand or the gravelly, very gravelly, or

extremely gravelly analogs of these textures

2C horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—stratified sand or coarse sand or the

gravelly, very gravelly, or extremely gravelly

analogs of these textures

Worwood Series

Typical Pedon

Worwood sandy loam, 0 to 3 percent slopes, 2,130

feet west and 180 feet south of the northeast corner of

sec. 24, T. 32 N., R. 1 W., Taylor County, Wisconsin:

Oi—0 to 1 inch; slightly decomposed (fibric) plant

material, black (7.5YR 2.5/1) broken face and

rubbed; about 90 percent fiber, 70 percent rubbed;

massive; very friable; many very fine and fine and

few medium and coarse roots; about 2 percent

gravel; very strongly acid (pH 4.5 in water 1:1);

abrupt smooth boundary.

E—1 to 2 inches; brown (7.5YR 4/2) sandy loam,

pinkish gray (7.5YR 6/2) dry; weak medium

subangular blocky structure; very friable; many

very fine and fine and few medium and coarse

roots; about 2 percent gravel and 1 percent cobbles;

very strongly acid; abrupt broken boundary.

Bs—2 to 10 inches; dark brown (7.5YR 3/4) sandy

loam; weak medium subangular blocky structure;

very friable; many very fine and fine and few

medium and coarse roots; few fine prominent

strong brown (7.5YR 5/8) masses of iron

accumulation; about 2 percent gravel and 1

percent cobbles; very strongly acid; abrupt wavy

boundary.

E/B—10 to 15 inches; about 60 percent brown (7.5YR

5/3) sandy loam (E ́), pink (7.5YR 7/3) dry; weak

medium platy structure; very friable; tonguing into

and surrounding remnants of brown (7.5YR 4/4)

sandy loam (Bt); weak medium subangular blocky

structure; friable; common very fine and fine and

few medium and coarse roots; few fine prominent

strong brown (7.5YR 5/8) masses of iron

accumulation; about 10 percent gravel and 2

percent cobbles; strongly acid; clear wavy

boundary.

B/E—15 to 27 inches; about 60 percent brown (7.5YR

4/4) gravelly sandy loam (Bt); moderate medium

subangular blocky structure; friable; few faint

brown (7.5YR 4/3) clay films on faces of some

peds; penetrated by tongues of brown (7.5YR 5/3)

gravelly sandy loam (E ́), pink (7.5YR 7/3) dry;

weak medium platy structure; very friable;

common very fine and fine and few medium and

coarse roots; common medium prominent strong

brown (7.5YR 5/8) masses of iron accumulation;

about 20 percent gravel and 2 percent cobbles;

strongly acid; clear wavy boundary.

2Bt—27 to 38 inches; brown (7.5YR 4/4) gravelly

loamy sand; weak medium subangular blocky

structure; very friable; few faint brown (7.5YR 4/3)

clay bridges between mineral grains; few fine

prominent strong brown (7.5YR 5/8) masses of

iron accumulation; about 20 percent gravel and 2

percent cobbles; moderately acid; clear wavy

boundary.

2C1—38 to 50 inches; brown (7.5YR 4/4), stratified

sand and gravelly coarse sand; single grain; loose;

few fine prominent strong brown (7.5YR 5/8)

masses of iron accumulation; about 20 percent

gravel and 2 percent cobbles; slightly acid; abrupt

wavy boundary.

3C2—50 to 60 inches; yellowish brown (10YR 5/4) and

brown (7.5YR 5/4), stratified fine sandy loam, very

fine sandy loam, and silt loam; few thin strata of

loamy fine sand and sand; massive; friable; many

coarse prominent strong brown (7.5YR 5/8 and

4/6) masses of iron accumulation and few fine

distinct light brownish gray (2.5Y 6/2) iron

depletions; about 1 percent gravel; slightly acid.

Range in Characteristics

Thickness of the loamy mantle: 24 to 40 inches

Depth to stratified lacustrine deposits: 40 to 60 inches

Content of gravel: 0 to 35 percent in the loamy mantle

and 3 to 45 percent in the sandy and gravelly

glacial outwash as a weighted average; 0 to 65

percent in individual strata and 0 to 2 percent in

the stratified lacustrine deposits

Content of cobbles: 0 to 5 percent throughout the

profile

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—fibric, hemic, or sapric material

A horizon (if it occurs):

Hue—5YR, 7.5YR, or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—sandy loam
Taylor County, Wisconsin 149

Ap horizon (if it occurs):

Hue—5YR, 7.5YR, or 10YR

Value—3 or 4

Chroma—2 or 3

Texture—sandy loam

E horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sandy loam

Bs horizon:

Hue—5YR or 7.5YR

Value—3 to 6

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

E ́ part of glossic horizon:

Hue—5YR, 7.5YR, 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, loam, or

loamy sand or the gravelly analogs of these

textures

Bt part of glossic horizon:

Hue—5YR, 7.5YR, 10YR, 2.5Y, or 5Y

Value—4 or 5

Chroma—2 to 6

Texture—sandy loam, fine sandy loam, or loam or

the gravelly analogs of these textures

2Bt horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—loamy sand or sand or the gravelly or

very gravelly analogs of these textures

2C horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—sand or coarse sand or the gravelly or

very gravelly analogs of these textures

3C horizon:

Hue—5YR, 7.5YR, 10YR, 2.5Y, or 5Y

Value—4 to 6

Chroma—1 to 6

Texture—stratified silt, silt loam, very fine sandy

loam, fine sandy loam, loamy very fine sand, or

very fine sand; thin strata of silty clay loam,

loam, sandy loam, loamy fine sand, and fine or

medium sand in most pedons

151

Soils form through processes acting on the

deposited or accumulated geologic material. The

characteristics of the soils at any given point are

determined by five major factors—the climate under

which the soil material has accumulated and existed

since accumulation; the plant and animal life on and in

the soil; the relief, or lay of the land; the physical and

mineralogical composition of the parent material; and

the length of time that the forces of soil formation have

acted on the soil material (Simonson, 1959).

Climate and plant and animal life, chiefly plants, are

active factors of soil formation. They act on the plant

material that has accumulated through the weathering

of rocks and slowly change it into a natural body that

has genetically related horizons.

The major factors of soil formation are so closely

interrelated in their effects on the soil that few

generalizations can be made regarding the effect of

any one factor unless conditions are specified for the

other four.

Climate

Climate directly affects soil formation through the

weathering of rocks. It also alters the parent material

through the mechanical action of freezing and thawing.

It indirectly affects the accumulation of organic matter

by supplying energy and a suitable environment for the

growth of plant and animal organisms.

Precipitation and temperature are the chief

elements of climate responsible for the development of

soil features. These elements determine the amount of

water available for percolation and the formation and

decomposition of organic material, the major

processes in the formation of soils.

Percolating water from rainfall and snowmelt affects

both the solution and hydration of mineral material and

the organic substances. The movement of this water

also controls the distribution of substances throughout

the soil.

Taylor County has a climate that is characterized by

wide variations in temperature from summer to winter.

During winter the soil-forming processes are largely

inactive, but some freezing and thawing take place.

Frost heave affects profile development.

High temperatures in summer increase the rates of

evaporation and transpiration and thus limit the

amount of percolating water available for soil

formation. Temperature also affects the growth and

decomposition of organic material. Decomposition is

much slower during cooler periods than during warmer

ones.

Wind indirectly affects the moisture content of soils

by influencing the rate of evaporation. Also, the wind

often blows away soil particles and organic material,

thereby eroding the surface layer and depositing the

sediment elsewhere as a new parent material.

Climate is modified by variations in slope aspect.

The soils on slopes facing south or west are warmed

and dried by the sun more thoroughly than those on

slopes facing north or east. The soils on the cooler,

more humid slopes facing north or east generally

contain more moisture than those on other aspects

and are frozen for a longer period.

Living Organisms

Living organisms, such as plants, bacteria, fungi,

insects, earthworms, and rodents, influence the

formation of soils. Plants generally have the greatest

influence on soil formation. Plant roots penetrate the

soil body, thereby creating channels for percolating

water. The roots excrete a number of acid substances

that act on rocks and minerals and bring nutrients or

mineral substances into solution. These nutrients are

absorbed and translocated upward to stems and

leaves. When the plants die, the translocated minerals

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 indirectly affect soil formation by modifying

the effects of climate. For example, some plants can

mitigate the force of the wind, thereby influencing the

evaporation rate of percolating water and the

decomposition of windblown parent material.

Formation of the Soils
152

Animals burrow into the soil and mix material in the

different layers. Roots and percolating water follow the

channels created by the animals. Animal life affects

soil structure, helps to decompose organic material,

and carries nutrients upward in the soil profile. When

the animals die, they contribute to the supply of

organic material in the soil.

Human activities recently have had important

effects on the soils in the county. The original

condition of some soils has been altered by these

activities, which include removing the native

vegetation, mixing the upper layers through cultivation,

and planting crops that are different from the native

vegetation. Removal of the native vegetation has

accelerated erosion on the sloping soils. The use of

heavy tillage and harvesting equipment has

compacted the soil. Applications of lime and fertilizer

have altered the pH level and fertility of soils. Some

cropping practices have reduced the content of

organic matter. The content of soil moisture has been

altered by artificial drainage. Some of the effects of

human activities, such as the addition of fertilizer,

pesticide, herbicide, and fungicide, may not be known

for many years.

Relief

Relief influences soil formation through its effect on

the amount of precipitation absorbed by the soil, on

the rate of erosion, and on the translocation of

material in suspension or solution from one part of the

profile to another. Generally, the steeper soils absorb

less water than the less sloping soils because of a

higher runoff rate. Consequently, they are well drained

and tend to have a thinner solum than that in the less

sloping soils and a less well developed profile.

Relief directly affects the external and internal

drainage in the soils. Santiago, Freeon, Magnor, and

Capitola soils form a drainage sequence pattern in

Taylor County. The well drained Santiago soils are on

moderately steep side slopes. The moderately well

drained Freeon soils are on toeslopes, side slopes,

and slightly convex summits and are nearly level to

moderately steep. The somewhat poorly drained

Magnor soils are on flats and in depressions and

drainageways and are nearly level and gently sloping.

The poorly drained Capitola soils are in depressions

and drainageways. They are nearly level.

Parent Material

Parent material has an effect on the kind of soil that

forms and in some places determines the soil

properties almost entirely. The parent material in Taylor

County consists mostly of glacial materials (including

till and outwash) and lacustrine deposits. Some of the

soils formed in the more recent deposits of alluvium or

in organic material.

The till in the county is unstratified, unsorted drift

consisting of clay, silt, sand, gravel, cobbles, stones,

and boulders that were transported and deposited by

glacial ice. Most of the till is sandy loam, loam, gravelly

sandy loam, or gravelly loam. Capitola, Freeon, Magnor,

Newood, and Newot soils are examples of soils

underlain by sandy loam till. Withee and Marshfield soils

are examples of soils underlain by loam till.

Outwash is material deposited by glacial meltwater.

It is dominantly sand and gravel. Antigo, Blackriver,

Brill, Padus, Ossmer, and Sconsin soils are underlain

by outwash.

Lacustrine material was deposited in lake water and

exposed when the water level was lowered or the

elevation of the land was raised. Comstock and

Crystal Lake soils formed in areas where these

deposits are dominantly silty. Padwood and Worwood

soils formed in areas where the lacustrine deposits

are overlain by outwash.

Moppet and Fordum soils formed in recent alluvium

along the major drainageways in the county.

The organic soils formed in plant remains that

accumulated in swamps or shallow lakes and were

preserved under the water. Beseman, Cathro, Loxley,

and Lupton soils are examples.

Time

Time is needed for the transformation of the parent

material into a soil. The length of time required for

horizon differentiation varies. Soils can have horizons

that are well developed, poorly developed, or partially

developed. The degree of development depends on

the length of time that the soil-forming factors have

been active. Loyal soils, for example, have distinct

horizons and are considered to be mature. Fordum

and other soils that formed in recently deposited

alluvium, however, show little or no evidence of

horizon development.
153

Albrecht, Arlen. 1997. Medford-Rib Lake-Gilman-Stetsonville 1997 economic profile.

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.

Attig, John W. 1993. Pleistocene geology of Taylor County, Wisconsin. Wisconsin

Geological and Natural History Survey, Bulletin 90.

Devaul, R.W., and J.H. Green. 1971. Water resources of Wisconsin, central Wisconsin

River basin. Geological Survey, Hydrologic Investigations Atlas HA–367.

Haanpaa, Dennis G., L.M. Sather, and C.W. Threinen. 1970. Surface water resources of

Taylor County.

Hafs, Bill, and others. 1981. A farmland preservation plan for Taylor County, Wisconsin.

Taylor County Soil and Water Conservation District.

Kotar, John, J.A. Kovach, and C.T. Lacy. 2001. Field guide to forest habitat types of

northern Wisconsin. 2nd edition. University of Wisconsin-Madison, Department of

Forestry, and Wisconsin Department of Natural Resources.

Kotar, John, and others. 1999. Wisconsin forest statistics, 1996: Analysis by habitat type

class.

Latton, Arthur J. 1975. Reminiscences and anecdotes of early Taylor County.

Latton, Arthur J., and others. 1974. Medford area historical album.

Mravik, Michail S. 1997. Indians of early Taylor County.

Rusch, Brad. 1996. District long range program for Taylor County, Wisconsin. Adopted

by Forestry, Lands, and Zoning Committee.

Schmidt, Thomas L. 1996. Wisconsin forest statistics, 1996. U.S. Department of

Agriculture, Forest Service, North-Central Forest Experiment Station Resource Bulletin

NC–183.

Schoeneberger, P.J., D.A. Wysocki, E.C. Benham, and W.D. Broderson, editors. 2002.

Field book for describing and sampling soils. Version 2.0. U.S. Department of

Agriculture, Natural Resources Conservation Service.

References
154

Simonson, Roy W. 1959. Outline of a generalized theory of soil genesis. Soil Science

Society of America Proceedings 23: 152–156.

Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S.

Department of Agriculture Handbook 18.

Soil Survey Staff. 1998. Keys to soil taxonomy. 8th edition. U.S. Department of

Agriculture, Natural Resources Conservation Service.

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.

Taylor County Soil and Water Conservation District. 1977. Resources conservation

program, a long range program for the resources of Taylor County.

Taylor County, Wisconsin. 1994. Log cabin country.

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. 1961. Land

capability classification. U.S. Department of Agriculture Handbook 210.

Young, H.L., and R.G. Borman. 1973. Water resources of Wisconsin, TrempealeauBlack River basin. U.S. Geological Survey, Hydrologic Investigations Atlas HA–474.
155

Ablation till. Loose, permeable till deposited during

the final downwasting of glacial ice. Lenses of

crudely sorted sand and gravel are common.

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. Material, such as sand, silt, or clay,

deposited on land by streams.

Alpha,alpha-dipyridyl. A dye that when dissolved in

1N ammonium acetate is used to detect the

presence of reduced iron (Fe II) in the soil. A

positive reaction indicates a type of redoximorphic

feature.

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 in which a slope faces.

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 glacial till deposited beneath the

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 cationexchange capacity.

Base slope. A geomorphic component of hills

consisting of the concave to linear (perpendicular

to the contour) slope that, regardless of the 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 planes. Fine strata, less than 5 millimeters

thick, in unconsolidated alluvial, eolian, lacustrine,

or marine sediment.

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 shallow depression from which all or most

of the soil material has been removed by the wind.

Glossary
156 Soil Survey of

A blowout has a flat or irregular floor formed by a

resistant layer or by an accumulation of pebbles or

cobbles. In some blowouts the water table is

exposed.

Blowout (map symbol). A small saucer-, cup-, or

trough-shaped hollow or depression formed by

wind erosion on a preexisting sand deposit. The

areas are typically less than 3 acres in size.

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.

Borrow pit (map symbol). An open excavation from

which soil and underlying material have been

removed, usually for construction purposes. The

areas are typically less than 3 acres in size.

Bottom land. The normal flood plain of a stream,

subject to flooding.

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.

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.

Catena. A sequence, or “chain,” of soils on a

landscape that formed in similar kinds of parent

material but 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.

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. Low-chroma zones having a low

content of iron, manganese, and clay because of

the chemical reduction of iron and manganese

and the removal of iron, manganese, and clay. A

type of redoximorphic depletion.

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.

Claypan. A slowly permeable soil horizon that

contains much more clay than the horizons above

it. A claypan is commonly hard when dry and

plastic or stiff when wet.

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.

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. Soil material or rock fragments, or both,

moved by creep, slide, or local wash and

deposited at the base of steep slopes.

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
Taylor County, Wisconsin 157

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. Cemented bodies with crude internal

symmetry organized around a point, a line, or a

plane. They typically take the form of concentric

layers visible to the naked eye. Calcium carbonate,

iron oxide, and manganese oxide are common

compounds making up concretions. If formed in

place, concretions of iron oxide or manganese

oxide are generally considered a type of

redoximorphic concentration.

Conservation cropping system. Growing crops in

combination with needed cultural and

management practices. In a good conservation

cropping system, the soil-improving crops and

practices more than offset the effects of the soildepleting crops and practices. Cropping systems

are needed on all tilled soils. Soil-improving

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.

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.

Control section. The part of the soil on which

classification is based. The thickness varies

among different kinds of soil, but for many it is that

part of the soil profile between depths of 10 inches

and 40 or 80 inches.

Coprogenous earth (sedimentary peat). Fecal

material deposited in water by aquatic organisms.

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. 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.

Cradle-knoll. A small mound made up of soil material

that temporarily clung to the roots when a tree

was uprooted.

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.

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 (map symbol). An area where the original

soil profile has been altered by the addition or

removal of more than about a foot of soil material.

The area is typically less than 3 acres in size.

Cutbanks cave (in tables). The walls of excavations

tend to cave in or slough.

Deferred grazing. Postponing grazing or resting

grazing land for a prescribed period.

Delta. A body of alluvium having a surface that is

nearly flat and fan shaped; 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.

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;
158 Soil Survey of

moderately deep, 20 to 40 inches; shallow, 10 to

20 inches; and very shallow, less than 10 inches.

Depth to rock (in tables). Bedrock is too near the

surface for the specified use.

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 relatively small, linear depression

that, at some time, moves concentrated water and

either does not have a defined channel or has only

a small defined channel.

Drumlin. A low, smooth, elongated oval hill, mound, or

ridge of compact glacial till. The longer axis is

parallel to the path of the glacier and commonly

has a blunt nose pointing in the direction from

which the ice approached.

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 that is being

or was 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 deposits. Earthy parent material accumulated

through wind action; commonly refers to sandy

material in dunes or to loess in blankets on the

surface.

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 layer of gravel or stones that

remains on the surface after fine particles are

removed by sheet or rill erosion.

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. Synonym: scarp.

Escarpment, bedrock (map symbol). A relatively

continuous and steep slope or cliff, produced by

erosion or faulting, that breaks the general

continuity of more gently sloping land surfaces.

Exposed material is hard or soft bedrock.

Escarpment, other than bedrock (map symbol). A

relatively continuous and steep slope or cliff that is

generally produced by erosion but can be

produced by faulting and that breaks the general

continuity of more gently sloping land surfaces.

Exposed nonbedrock material is nonsoil or is very

shallow, poorly developed soil.

Esker. A narrow, winding ridge of stratified gravelly

and sandy drift deposited by a stream flowing in a

tunnel beneath a glacier.

Fan terrace. A relict alluvial fan, no longer a site of

active deposition, incised by younger and lower

alluvial surfaces.

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
Taylor County, Wisconsin 159

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.

First bottom. The normal flood plain of a stream,

subject to frequent or occasional flooding.

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. A nearly level alluvial plain that borders a

stream and is subject to flooding unless protected

artificially.

Fluvial. Of or pertaining to rivers; produced by river

action, as a fluvial plain.

Footslope. The position that forms the inner, gently

inclined surface at the base of a hillslope. In

profile, footslopes are commonly concave. 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.

Forest type. A stand of trees similar in composition

and development because of given physical and

biological factors by which it may be differentiated

from other stands.

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.

Frost action (in tables). Freezing and thawing of soil

moisture. Frost action can damage roads,

buildings and other structures, and plant roots.

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.

Geomorphology. The science that treats the general

configuration of the earth’s surface; specifically the

study of the classification, description, nature,

origin, and development of landforms and their

relationships to underlying structures, and the

history of geologic changes as recorded by these

surface features. The term is especially applied to

the genetic interpretation of landforms.

Glacial drift. Pulverized and other rock material

transported by glacial ice and then deposited.

Also, the sorted and unsorted material deposited

by streams flowing from glaciers.

Glacial outwash. Gravel, sand, and silt, commonly

stratified, deposited by glacial meltwater.

Glaciofluvial deposits. Material moved by glaciers

and subsequently sorted and deposited by

streams flowing from the melting ice. The deposits

are stratified and occur as kames, eskers, deltas,

and outwash plains.

Glaciolacustrine deposits. Material ranging from fine

clay to sand derived from glaciers and deposited

in glacial lakes mainly by glacial meltwater. Many

deposits are interbedded 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
160 Soil Survey of

removed and used, without crushing, as a source

of sand or gravel. Typically less than 3 acres in

size.

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 of soil in which

the surface layer has more than 35 percent, by

volume, rock fragments that are mostly less than 3

inches in diameter. The area is typically less than

3 acres in size.

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 (map symbol). A very small channel with steep

sides cut by running water and through which

water ordinarily runs only after a rain or an ice or

snow melt. 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.

Hardpan. A hardened or cemented soil horizon, or

layer. The soil material is sandy, loamy, or clayey

and is cemented by iron oxide, silica, calcium

carbonate, or other substance.

Head slope. 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.

Herbaceous peat. An accumulation of organic

material, decomposed to some degree, that is

predominantly the remains of sedges, reeds,

cattails, and other herbaceous plants.

High-chroma zones. Zones having chroma of 3 or

more. Typical color in areas of iron

concentrations.

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 natural elevation 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; hillsides generally have

slopes of more than 15 percent. The distinction

between a hill and a mountain is arbitrary and is

dependent on local usage.

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.

A horizon.—The mineral horizon at or near the

surface in which an accumulation 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.
Taylor County, Wisconsin 161

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 formed by solidification from a

molten or partially molten state. Major varieties

include plutonic and volcanic rock. Examples are

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.

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 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. An elevated area between two

drainageways that sheds water to those

drainageways.

Intermittent stream. A stream, or reach of a stream,

that flows for prolonged periods only when it

receives ground-water discharge or long,

continued contributions from melting snow or other

surface and shallow subsurface sources.

Iron concentrations. High-chroma zones having a

high content of iron and manganese oxide

because of chemical oxidation and accumulation

but having a clay content similar to that of the

adjacent matrix. A type of redoximorphic

concentration.

Iron depletions. Low-chroma zones having a low

content of iron and manganese oxide because of

chemical reduction and removal, but having a clay

content similar to that of the adjacent matrix. A

type of redoximorphic depletion.

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 closegrowing 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
162 Soil Survey of

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 soil within a

body of water and above the normal water level.

The island is a relatively permanent feature. The

areas are typically less than 3 acres in size.

Kame. An irregular, short ridge or hill of stratified

glacial drift.

Kame moraine. An end moraine that contains

numerous kames. A group of kames along the

front of a stagnant glacier, commonly comprising

the slumped remnants of a formerly continuous

outwash plain built up over the foot of rapidly

wasting or stagnant ice.

Karst (topography). The relief of an area underlain by

limestone that dissolves in differing degrees, thus

forming numerous depressions or small basins.

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 bed. The bottom of a lake; a lake basin.

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.

Lakeshore. A narrow strip of land in contact with or

bordering a lake; especially the beach of a lake.

Landfill (map symbol). An area of accumulated waste

products of human habitation. Can be above or

below natural ground level. The area is typically

less than 3 acres in size.

Landslide. The rapid downhill movement of a mass of

soil and loose rock, generally when wet or

saturated. 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.

Levee (map symbol). An embankment built to confine

or control water, especially one built along the

banks of a river to prevent overflow onto lowlands.

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. Fine grained material, dominantly of silt-sized

particles, deposited by wind.

Low strength. The soil is not strong enough to

support loads.

Low-chroma zones. Zones having chroma of 2 or

less. Typical color in areas of iron depletions.

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 amounts.

Masses. Concentrations of substances in the soil

matrix that do not have a clearly defined boundary

with the surrounding soil material and cannot be

removed as a discrete unit. Common compounds

making up masses are calcium carbonate,

gypsum or other soluble salts, iron oxide, and

manganese oxide. Masses consisting of iron oxide

or manganese oxide generally are considered a

type of redoximorphic concentration.

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.

Nearly all such rocks are crystalline.

Mine or quarry (map symbol). An open excavation
Taylor County, Wisconsin 163

from which soil and underlying material have been

removed and in which the bedrock is exposed.

Also used to denote surface openings to

underground mines. The areas are typically less

than 3 acres in size.

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. An area 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. An accumulation of earth, stones, and other

debris deposited by a glacier. Some types are

terminal, lateral, medial, and ground.

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.)

Mucky peat. Unconsolidated soil material consisting

primarily of organic matter that is in an

intermediate stage of decomposition such that a

significant part of the material can be recognized

and a significant part of the material cannot be

recognized.

Mudstone. Sedimentary rock formed by induration of

silt and clay in approximately equal amounts.

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. Cemented bodies lacking visible internal

structure. Calcium carbonate, iron oxide, and

manganese oxide are common compounds

making up nodules. If formed in place, nodules of

iron oxide or manganese oxide are considered

types of redoximorphic concentrations.

Nose slope. A geomorphic component of hills

consisting of the projecting end (laterally convex

area) of a hillside. The overland waterflow is

predominantly divergent.

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.

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 plain. A landform of mainly sandy or coarse

textured material of glaciofluvial origin. An

outwash plain is commonly smooth; where pitted,

it generally is low in relief.

Paleoterrace. An erosional remnant of a terrace that

retains the surface form and alluvial deposits of its

origin but was not emplaced by, and commonly

does not grade to, a present-day stream or

drainage network.

Pan. A compact, dense layer in a soil that impedes the

movement of water and the growth of roots. For

example, hardpan, fragipan, claypan, plowpan,

and traffic pan.

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 thin layer of alluvial material that

mantles an erosion surface and has been

transported to its present position from higher

lying areas of the erosion surface.
164 Soil Survey of

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

manmade lake, pond, or pit that contains water

most of the year. The areas are typically less than

3 acres in size.

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.

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.

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. An extensive upland mass with relatively flat

summit area that is considerably elevated (more

than 100 meters) above adjacent lowlands and

separated from them on one or more sides by

escarpments.

Plowpan. A compacted layer formed in the soil

directly below the plowed layer.

Poletimber. Hardwood trees ranging from 5 to 11

inches 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.

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.

Reaction, soil. A measure of acidity or alkalinity of a

soil, expressed in 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

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. Nodules,

concretions, soft masses, pore linings, and other
Taylor County, Wisconsin 165

features resulting from the accumulation of iron or

manganese oxide. An indication of chemical

reduction and oxidation resulting from saturation.

Redoximorphic depletions. Low-chroma zones from

which iron and manganese oxide or a combination

of iron and manganese oxide and clay has been

removed. These zones are indications of the

chemical reduction of iron resulting from

saturation.

Redoximorphic features. Redoximorphic

concentrations, redoximorphic depletions, reduced

matrices, a positive reaction to alpha,alphadipyridyl, and other features indicating the

chemical reduction and oxidation of iron and

manganese compounds resulting from saturation.

Reduced matrix. A soil matrix that has low chroma in

situ because of chemically reduced iron (Fe II).

The chemical reduction results from nearly

continuous wetness. The matrix undergoes a

change in hue or chroma within 30 minutes after

exposure to air as the iron is oxidized (Fe III). A

type of redoximorphic feature.

Regolith. The unconsolidated mantle of weathered

rock and soil material on the earth’s surface; the

loose earth material above the solid rock.

Relief. The elevations or inequalities of a land surface,

considered collectively.

Residuum (residual soil material). Unconsolidated,

weathered or partly weathered mineral material

that accumulated as consolidated rock

disintegrated in place.

Rill. A steep-sided channel resulting from accelerated

erosion. A rill generally is a few inches deep and

not wide enough to be an obstacle to farm

machinery.

Rise. A slight increase in elevation of the land surface,

typically with a broad summit and gently sloping

sides.

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. The areas are typically less

than 3 acres in size.

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 of soil in which the

surface layer contains more than 75 percent sand

and where the named soils of the surrounding

map unit have less than about 25 percent sand.

The area is typically less than 3 acres in size.

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.

Saprolite. Unconsolidated residual material

underlying the soil and grading to hard bedrock

below.

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 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.

Second bottom. The first terrace above the normal

flood plain (or first bottom) of a river.

Sedimentary rock. Rock made up of particles

deposited from suspension in water. The chief

kinds of sedimentary rock are conglomerate,

formed from gravel; sandstone, formed from sand;

shale, formed from clay; and limestone, formed

from soft masses of calcium carbonate. There are

many intermediate types. Some wind-deposited

sand is consolidated into sandstone.

Seedling. A tree less than 1 inch in diameter at breast

height.

Seepage (in tables). The movement of water through
166 Soil Survey of

the soil. Seepage adversely affects the specified

use.

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.

Shale. Sedimentary rock formed by the hardening of a

clay deposit.

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 that

has slopes at least two slope classes steeper than

the slope class of the surrounding map unit. The

area is typically less than 3 acres in size.

Shoulder. The position that forms the uppermost

inclined surface near the top of a hillslope. It is a

transition from backslope to summit. The surface

is dominantly convex in profile and erosional in

origin.

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. A geomorphic component of hills

consisting of a laterally planar area of a hillside.

The overland waterflow is predominantly parallel.

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. Sedimentary rock made up of dominantly

silt-sized particles.

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 depression in the landscape where

limestone has been dissolved.

Sinkhole (map symbol). A closed depression formed

either by solution of the surficial rock or by

collapse of underlying caves. Complexes of

sinkholes in carbonate-rock terrain are the main

components of karst topography. The areas are

typically less than 3 acres in size.

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 (in tables). Slope is great enough that special

practices are required to ensure satisfactory

performance of the soil for a specific use.

Sloughed till. Water-saturated till that has flowed

slowly downhill from its original place of deposit by

glacial ice. It may rest on other till, on glacial

outwash, or on a glaciolacustrine deposit.

Slow refill (in tables). The slow filling of ponds,

resulting from restricted permeability in the soil.

Sodium adsorption ratio (SAR). A measure of the

amount of sodium (Na) relative to calcium (Ca)

and magnesium (Mg) in the water extract from

saturated soil paste. It is the ratio of the Na

concentration divided by the square root of onehalf of the Ca + Mg concentration.

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.

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
Taylor County, Wisconsin 167

plant and animal activities are largely confined to

the solum.

Spoil area (map symbol). Piles of earthy materials,

either smoothed or uneven, resulting from human

activity. The areas are typically less than 3 acres

in size.

Stagnation moraine. A body of drift released by the

melting of a glacier that ceased flowing.

Commonly, but not always, occurs near ice

margins; composed of till, ice-contact stratified

drift, and small areas of glacial lake sediment.

Typical landforms are knob-and-kettle topography,

locally including ice-walled lake plains.

Stone line. A concentration of rock fragments in a soil.

Generally, it is indicative of an old weathered

surface. In a cross section, the line may be one

fragment or more thick. It generally overlies

material that weathered in place and is overlain by

recent sediment of variable thickness.

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.

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

grain (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.

Subsidence. The potential decrease in surface

elevation as a result of the drainage of wet soils

that have organic layers or semi-fluid, mineral

layers. Subsidence, as a result of drainage, is

attributed to (1) shrinkage from drying, (2)

consolidation because of the loss of ground-water

buoyancy, (3) compaction from tillage or

manipulation, (4) wind erosion, (5) burning, or (6)

biochemical oxidation.

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.

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 resulting from uneven glacial

deposition.

Taxadjuncts. Soils that cannot be classified in a

series recognized in the classification system.

Such soils are named for a series they strongly

resemble and are designated as taxadjuncts to

that series because they differ in ways too small to

be of consequence in interpreting their use and

behavior. Soils are recognized as taxadjuncts only

when one or more of their characteristics are

slightly outside the range defined for the family of

the series for which the soils are named.

Terminal moraine. A belt of thick glacial drift that

generally marks the termination of important

glacial advances.

Terrace. 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 (geologic). An old alluvial plain, ordinarily flat

or undulating, bordering a river, a lake, or the sea.

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
168

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. Unsorted, nonstratified glacial drift consisting of

clay, silt, sand, and boulders transported and

deposited by glacial ice.

Till plain. An extensive area of nearly level to

undulating soils underlain by glacial till.

Tilth, soil. The physical condition of the soil as related

to tillage, seedbed preparation, seedling

emergence, and root penetration.

Toeslope. The position that forms 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 closeddepression 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.

Upland. Land at a higher elevation, in general, than

the alluvial plain or stream terrace; land above the

lowlands along streams.

Valley fill. In glaciated regions, material deposited in

stream valleys by glacial meltwater. In

nonglaciated regions, alluvium deposited by

heavily loaded streams.

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

more than 3 percent of the surface is covered with

rock fragments larger than 10 inches in diameter.

The area is typically less than 3 acres in size.

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 and chemical changes

produced in rocks or other deposits at or near the

earth’s surface by atmospheric agents. These

changes result in disintegration and

decomposition of the 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 soils at least two

drainage classes wetter than the named soils in

the surrounding map unit. The area is typically

less than 3 acres in size.

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.

Woody peat. An accumulation of organic material that

is predominantly composed of trees, shrubs, and

other woody plants.
169

Tables
170 Soil Survey of

Table 1.--Temperature and Precipitation

(Recorded in the period 1971-2000 at Medford, 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----| 19.8 | -0.2 | 9.8 | 42 | -31 | 0 | 1.18 | 0.49| 1.83| 4 | 10.1

 | | | | | | | | | | |

 February---| 26.2 | 5.4 | 15.8 | 48 | -28 | 0 | .91 | .30| 1.44| 2 | 5.8

 | | | | | | | | | | |

 March------| 36.9 | 17.7 | 27.3 | 65 | -14 | 19 | 1.87 | .81| 2.93| 4 | 7.1

 | | | | | | | | | | |

 April------| 52.4 | 31.2 | 41.8 | 80 | 9 | 149 | 2.51 | 1.57| 3.41| 6 | 1.6

 | | | | | | | | | | |

 May--------| 66.5 | 43.1 | 54.8 | 86 | 25 | 462 | 3.16 | 1.86| 4.40| 6 | .0

 | | | | | | | | | | |

 June-------| 74.4 | 52.1 | 63.2 | 90 | 33 | 697 | 4.44 | 2.41| 6.27| 7 | .0

 | | | | | | | | | | |

 July-------| 78.7 | 56.9 | 67.8 | 92 | 42 | 862 | 3.97 | 2.37| 5.32| 7 | .0

 | | | | | | | | | | |

 August-----| 76.6 | 55.0 | 65.8 | 91 | 38 | 800 | 4.68 | 2.87| 6.47| 7 | .0

 | | | | | | | | | | |

 September--| 67.3 | 45.7 | 56.5 | 87 | 27 | 495 | 4.55 | 2.53| 6.52| 7 | .0

 | | | | | | | | | | |

 October----| 55.0 | 34.4 | 44.7 | 78 | 15 | 193 | 2.60 | 1.34| 3.82| 5 | .4

 | | | | | | | | | | |

 November---| 37.9 | 22.2 | 30.0 | 64 | -6 | 26 | 2.13 | 1.01| 3.16| 5 | 4.0

 | | | | | | | | | | |

 December---| 24.4 | 7.1 | 15.8 | 46 | -23 | 1 | 1.28 | .65| 1.82| 4 | 8.8

 | | | | | | | | | | |

 Yearly: | | | | | | | | | | |

 | | | | | | | | | | |

 Average---| 51.3 | 30.9 | 41.1 | --- | --- | --- | --- | ---| ---| --- | ---

 | | | | | | | | | | |

 Extreme---| 98 | -38 | --- | 93 | -32 | --- | --- | ---| ---| --- | ---

 | | | | | | | | | | |

 Total-----| --- | --- | --- | --- | --- | 3,706 | 33.27 | 27.45| 38.71| 64 | 37.9

 | | | | | | | | | | | _______________________________________________________________________________________________________________

 * 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).
Taylor County, Wisconsin 171

Table 2.--Freeze Dates in Spring and Fall

(Recorded in the period 1971-2000 at Medford, 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 3 | May 16 | June 2

 | | |

 2 years in 10 | | |

 later than-- | Apr. 29 | May 11 | May 28

 | | |

 5 years in 10 | | |

 later than-- | Apr. 20 | May 3 | May 18

 | | |

First freezing | | |

 temperature | | |

 in fall: | | |

 | | |

 1 year in 10 | | |

 earlier than-- | Sept. 30 | Sept. 19 | Sept. 8

 | | |

 2 years in 10 | | |

 earlier than-- | Oct. 5 | Sept. 23 | Sept. 13

 | | |

 5 years in 10 | | |

 earlier than-- | Oct. 15 | Oct. 1 | Sept. 22

 | | | _____________________________________________________________

Table 3.--Growing Season

(Recorded in the period 1971-2000 at Medford,

 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 | 159 | 134 | 108

 | | |

8 years in 10 | 166 | 141 | 115

 | | |

5 years in 10 | 181 | 154 | 129

 | | |

2 years in 10 | 195 | 167 | 143

 | | |

1 year in 10 | 202 | 174 | 150

 | | | __________________________________________________
172 Soil Survey of

Table 4.--Acreage and Proportionate Extent of the Soils

_______________________________________________________________________________________________________

 | | |

 Map | Soil name | Acres |Percent

symbol | | | _______________________________________________________________________________________________________

 | | |

22A |Comstock silt loam, 0 to 3 percent slopes--------------------------------| 7,688 | 1.2

24A |Poskin silt loam, 0 to 3 percent slopes----------------------------------| 11,837 | 1.9

43B |Antigo silt loam, 1 to 6 percent slopes----------------------------------| 728 | 0.1

43C |Antigo silt loam, 6 to 15 percent slopes---------------------------------| 1,466 | 0.2

43D |Antigo silt loam, 15 to 30 percent slopes--------------------------------| 315 | *

48B |Brill silt loam, 1 to 6 percent slopes-----------------------------------| 2,277 | 0.4

57B |Spencer silt loam, 1 to 6 percent slopes---------------------------------| 1,105 | 0.2

59A |Almena silt loam, 0 to 3 percent slopes----------------------------------| 25,418 | 4.0

63B |Crystal Lake silt loam, 2 to 6 percent slopes----------------------------| 956 | 0.2

63C |Crystal Lake silt loam, 6 to 12 percent slopes---------------------------| 116 | *

63D |Crystal Lake silt loam, 12 to 20 percent slopes--------------------------| 59 | *

63E |Crystal Lake silt loam, 20 to 35 percent slopes--------------------------| 68 | *

77A |Auburndale silt loam, 0 to 2 percent slopes------------------------------| 8,488 | 1.4

182B |Padus sandy loam, 0 to 6 percent slopes----------------------------------| 44 | *

182C |Padus sandy loam, 6 to 15 percent slopes---------------------------------| 125 | *

182D |Padus sandy loam, 15 to 30 percent slopes--------------------------------| 28 | *

192A |Worcester sandy loam, 0 to 3 percent slopes------------------------------| 365 | *

193A |Minocqua muck, 0 to 2 percent slopes-------------------------------------| 176 | *

215B |Pence sandy loam, 0 to 6 percent slopes----------------------------------| 909 | 0.1

215C |Pence sandy loam, 6 to 15 percent slopes---------------------------------| 435 | *

215D |Pence sandy loam, 15 to 30 percent slopes--------------------------------| 158 | *

308B |Blackriver silt loam, 1 to 6 percent slopes------------------------------| 1,143 | 0.2

315A |Rib silt loam, 0 to 2 percent slopes-------------------------------------| 9,621 | 1.5

324A |Maplehurst silt loam, 0 to 3 percent slopes------------------------------| 11,780 | 1.9

337A |Plover fine sandy loam, 0 to 3 percent slopes----------------------------| 48 | *

345B |Freeon, very stony-Sconsin complex, 2 to 6 percent slopes----------------| 2,897 | 0.5

346E |Newot-Pence complex, 15 to 45 percent slopes, very stony-----------------| 3,949 | 0.6

355B |Loyal silt loam, 1 to 6 percent slopes-----------------------------------| 7,003 | 1.1

355C |Loyal silt loam, 6 to 12 percent slopes----------------------------------| 524 | *

356A |Withee silt loam, 0 to 3 percent slopes----------------------------------| 35,556 | 5.7

357A |Marshfield silt loam, 0 to 2 percent slopes------------------------------| 8,765 | 1.4

408A |Lupton and Cathro soils, 0 to 1 percent slopes---------------------------| 53,358 | 8.5

414A |Loxley and Beseman soils, 0 to 1 percent slopes--------------------------| 13,362 | 2.1

457B |Freeon, very stony-Freeon complex, ground moraine, 1 to 6 percent slopes | 22,170 | 3.5

457C |Freeon, very stony-Freeon complex, ground moraine, 6 to 12 percent slopes| 4,472 | 0.7

515A |Manitowish sandy loam, 0 to 3 percent slopes-----------------------------| 91 | *

525B |Newood, very stony-Padwood-Tipler complex, 2 to 6 percent slopes---------| 987 | 0.2

527B |Padwood sandy loam, 0 to 6 percent slopes--------------------------------| 104 | *

537D |Newot, very stony-Newood, very stony-Cathro complex, 0 to 35 percent | |

 | slopes------------------------------------------------------------------| 23,409 | 3.7

545C |Freeon, very stony-Antigo complex, 6 to 15 percent slopes----------------| 2,221 | 0.4

555A |Fordum silt loam, 0 to 2 percent slopes----------------------------------| 10,516 | 1.7

560A |Worwood sandy loam, 0 to 3 percent slopes--------------------------------| 69 | *

571E |Pelissier gravelly sandy loam, 15 to 45 percent slopes-------------------| 69 | *

612A |Magnor, very stony-Ossmer complex, 0 to 3 percent slopes-----------------| 3,432 | 0.5

623A |Capitola muck, 0 to 2 percent slopes, very stony-------------------------| 3,196 | 0.5

624A |Ossmer silt loam, 0 to 3 percent slopes----------------------------------| 1,255 | 0.2

632B |Aftad fine sandy loam, 2 to 6 percent slopes-----------------------------| 110 | *

637B |Newood sandy loam, 2 to 6 percent slopes, very stony---------------------| 1,402 | 0.2

637C |Newood sandy loam, 6 to 15 percent slopes, very stony--------------------| 2,126 | 0.3

642B |Pesabic-Capitola-Newood complex, 0 to 6 percent slopes, very stony-------| 1,077 | 0.2

648B |Sconsin silt loam, 1 to 6 percent slopes---------------------------------| 2,648 | 0.4

683A |Tipler sandy loam, 0 to 3 percent slopes---------------------------------| 176 | *

737D |Santiago silt loam, 15 to 30 percent slopes, very stony------------------| 368 | *

748A |Brander silt loam, 0 to 3 percent slopes---------------------------------| 2,334 | 0.4

755A |Moppet-Fordum complex, 0 to 3 percent slopes-----------------------------| 6,348 | 1.0

757B |Magnor-Freeon complex, 0 to 6 percent slopes, very stony-----------------| 37,909 | 6.0

766A |Moppet fine sandy loam, 0 to 3 percent slopes----------------------------| 401 | *

822A |Comstock-Magnor, very stony-Ossmer complex, 0 to 3 percent slopes--------| 6,083 | 1.0

837E |Newot sandy loam, 15 to 45 percent slopes, very stony--------------------| 1,983 | 0.3

848A |Ribriver silt loam, 0 to 3 percent slopes--------------------------------| 489 | *

863B |Crystal Lake-Freeon, very stony-Sconsin complex, 2 to 6 percent slopes---| 4,214 | 0.7

 | | |

 See footnote at end of table.
Taylor County, Wisconsin 173

Table 4.--Acreage and Proportionate Extent of the Soils--Continued

_______________________________________________________________________________________________________

 | | |

 Map | Soil name | Acres |Percent

symbol | | | _______________________________________________________________________________________________________

 | | |

923A |Capitola-Cebana complex, 0 to 2 percent slopes, very stony---------------| 28,419 | 4.5

956B |Magnor silt loam, end moraine, 0 to 4 percent slopes, very stony---------| 2,895 | 0.5

957B |Freeon silt loam, end moraine, 2 to 6 percent slopes, very stony---------| 1,508 | 0.2

957C |Freeon silt loam, end moraine, 6 to 15 percent slopes, very stony--------| 886 | 0.1

2015 |Pits---------------------------------------------------------------------| 1,226 | 0.2

3011A |Barronett silt loam, 0 to 2 percent slopes-------------------------------| 4,076 | 0.6

3456A |Magnor, very stony-Magnor complex, ground moraine, 0 to 3 percent slopes | 95,364 | 15.2

3525C |Newood, very stony-Padwood-Padus complex, 6 to 15 percent slopes---------| 1,514 | 0.2

3546C |Newood-Pence complex, 6 to 15 percent slopes, very stony-----------------| 2,815 | 0.4

3556C |Newood, very stony-Magnor, very stony-Cathro complex, 0 to 15 percent | |

 | slopes------------------------------------------------------------------| 21,343 | 3.4

3561A |Pesabic, very stony-Worwood-Worcester complex, 0 to 3 percent slopes-----| 245 | *

3569C |Newood, very stony-Pesabic, very stony-Cathro complex, 0 to 15 percent | |

 | slopes------------------------------------------------------------------| 21,416 | 3.4

3666B |Pesabic sandy loam, 0 to 4 percent slopes, very stony--------------------| 261 | *

3863C |Crystal Lake-Freeon, very stony-Antigo complex, 6 to 15 percent slopes---| 2,394 | 0.4

9052A |Cathro-Capitola, very stony-Lupton complex, 0 to 1 percent slopes--------| 17,703 | 2.8

9055A |Loxley peat, 0 to 1 percent slopes---------------------------------------| 4,992 | 0.8

9060D |Pelissier sandy loam, 20 to 45 percent slopes----------------------------| 862 | 0.1

9071B |Freeon silt loam, 5 to 10 percent slopes, very stony---------------------| 6,581 | 1.0

9077C |Freeon silt loam, 10 to 20 percent slopes, very stony--------------------| 1,004 | 0.2

9078A |Freeon, very stony-Magnor, very stony-Ossmer complex, 0 to 5 percent | |

 | slopes------------------------------------------------------------------| 4,819 | 0.8

9081C |Newot sandy loam, 10 to 30 percent slopes, very stony--------------------| 22,034 | 3.5

9082B |Newood sandy loam, 5 to 10 percent slopes, very stony--------------------| 5,352 | 0.9

9083A |Crystal Lake silt loam, 0 to 5 percent slopes----------------------------| 2,179 | 0.3

9083B |Crystal Lake silt loam, 5 to 10 percent slopes---------------------------| 612 | *

9086A |Freeon silt loam, 0 to 5 percent slopes, very stony----------------------| 642 | 0.1

9087C |Crystal Lake-Freeon, very stony-Newot, very stony, complex, 10 to 20 | |

 | percent slopes----------------------------------------------------------| 3,345 | 0.5

9088A |Newood-Capitola complex, 0 to 5 percent slopes, very stony---------------| 2,433 | 0.4

9089B |Newood, very stony-Lupton complex, 0 to 10 percent slopes----------------| 1,760 | 0.3

9090C |Newood, very stony-Newot, very stony-Lupton complex, 0 to 30 percent | |

 | slopes------------------------------------------------------------------| 6,014 | 1.0

9092D |Newot sandy loam, 20 to 45 percent slopes, very stony--------------------| 835 | 0.1

9093C |Pence-Padus complex, 10 to 30 percent slopes-----------------------------| 1,238 | 0.2

9096C |Newot, very stony-Pesabic, very stony-Lupton complex, 0 to 30 percent | |

 | slopes------------------------------------------------------------------| 792 | 0.1

9097B |Newood-Padus complex, 5 to 10 percent slopes, very stony-----------------| 997 | 0.2

9098A |Oesterle loam, 0 to 3 percent slopes-------------------------------------| 537 | *

9099B |Antigo silt loam, 5 to 10 percent slopes---------------------------------| 328 | *

9197C |Pelissier very cobbly sandy loam, 10 to 30 percent slopes----------------| 501 | *

M-W |Miscellaneous water------------------------------------------------------| 27 | *

W |Water--------------------------------------------------------------------| 8,163 | 1.3

 | |____________|________

 | Total---------------------------------------------------------------| 628,538 | 100.0

 | | | _______________________________________________________________________________________________________

 * Less than 0.1 percent.
174 Soil Survey of

Table 5.--Cropland Management Considerations

(See text for a description of the considerations listed in this table)

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations __________________________________________________________________________

 |

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

 |

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

 |

48B: |

 Brill------------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wet soil moisture status

 |

57B: |

 Spencer----------------------| Acid soil

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wet soil moisture status

 |

59A: |

 Almena-----------------------| Acid soil

 | Potential for ground-water contamination

 | Potential for surface-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

 |
Taylor County, Wisconsin 175

Table 5.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations __________________________________________________________________________

 |

63C: |

 Crystal Lake-----------------| Acid soil

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wet soil moisture status

 |

63D: |

 Crystal Lake-----------------| Acid soil

 | Slope

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 |

63E: |

 Crystal Lake-----------------| Acid soil

 | Slope

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 |

77A: |

 Auburndale-------------------| Acid soil

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

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

 |

182D: |

 Padus------------------------| Acid soil

 | Slope

 | Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

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

 |
176 Soil Survey of

Table 5.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations __________________________________________________________________________

 |

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

 |

308B: |

 Blackriver-------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wet soil moisture status

 |

315A: |

 Rib--------------------------| Excessive permeability

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

324A: |

 Maplehurst-------------------| Excessive permeability

 | 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

 |
Taylor County, Wisconsin 177

Table 5.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations __________________________________________________________________________

 |

345B: |

 Freeon, 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

 |

 Sconsin----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wet soil moisture status

 |

346E: |

 Newot, very stony------------| Acid soil

 | Slope

 | Dense layer

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 |

 Pence, very stony------------| 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

 |

355B: |

 Loyal------------------------| Acid soil

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wet soil moisture status

 |

355C: |

 Loyal------------------------| Acid soil

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wet soil moisture status

 |

356A: |

 Withee-----------------------| Acid soil

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

357A: |

 Marshfield-------------------| Acid soil

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |
178 Soil Survey of

Table 5.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations __________________________________________________________________________

 |

408A: |

 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

 |

414A: |

 Loxley-----------------------| Excessive permeability

 | High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

 Beseman----------------------| Excessive permeability

 | High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

457B: |

 Freeon, 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

 |

 Freeon-----------------------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Water erosion

 | Wet soil moisture status

 |

457C: |

 Freeon, 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

 |

 Freeon-----------------------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Water erosion

 | Wet soil moisture status

 |
Taylor County, Wisconsin 179

Table 5.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations __________________________________________________________________________

 |

515A: |

 Manitowish-------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wind erosion

 |

525B: |

 Newood, very stony-----------| Acid soil

 | Dense layer

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

 Padwood----------------------| Acid soil

 | Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wet soil moisture status

 | Wind erosion

 |

 Tipler-----------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wind erosion

 |

527B: |

 Padwood----------------------| Acid soil

 | Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wet soil moisture status

 | Wind erosion

 |

537D: |

 Newot, very stony------------| Acid soil

 | Slope

 | Dense layer

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 |

 Newood, very stony-----------| Acid soil

 | Dense layer

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |
180 Soil Survey of

Table 5.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations __________________________________________________________________________

 |

537D: |

 Cathro-----------------------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

545C: |

 Freeon, 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

 |

 Antigo-----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 |

555A: |

 Fordum-----------------------| Flooding

 | Excessive permeability

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

560A: |

 Worwood----------------------| Acid soil

 | Excessive permeability

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

571E: |

 Pelissier--------------------| 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

 |

612A: |

 Magnor, very stony-----------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Wet soil moisture status

 |

 Ossmer-----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |
Taylor County, Wisconsin 181

Table 5.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations __________________________________________________________________________

 |

623A: |

 Capitola, very stony---------| 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

 |

624A: |

 Ossmer-----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

632B: |

 Aftad------------------------| Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wet soil moisture status

 | Wind erosion

 |

637B: |

 Newood, very stony-----------| Acid soil

 | Dense layer

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

637C: |

 Newood, very stony-----------| Acid soil

 | Dense layer

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

642B: |

 Pesabic, very stony----------| Dense layer

 | Limited available water capacity

 | 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

 |

 Capitola, very stony---------| 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

 |
182 Soil Survey of

Table 5.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations __________________________________________________________________________

 |

642B: |

 Newood, very stony-----------| Acid soil

 | Dense layer

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

648B: |

 Sconsin----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wet soil moisture status

 |

683A: |

 Tipler-----------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wind erosion

 |

737D: |

 Santiago, very stony---------| Slope

 | Dense layer

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 |

748A: |

 Brander----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Wet soil moisture status

 |

755A: |

 Moppet-----------------------| Acid soil

 | Flooding

 | Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wind erosion

 |

 Fordum-----------------------| Flooding

 | Excessive permeability

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

757B: |

 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

 |
Taylor County, Wisconsin 183

Table 5.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations __________________________________________________________________________

 |

757B: |

 Freeon, 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

 |

 Magnor-----------------------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Water erosion

 | Wet soil moisture status

 |

 Freeon-----------------------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Water erosion

 | Wet soil moisture status

 |

766A: |

 Moppet-----------------------| Acid soil

 | Flooding

 | Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wind erosion

 |

822A: |

 Comstock---------------------| Acid soil

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

 Magnor, very stony-----------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Wet soil moisture status

 |

 Ossmer-----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

837E: |

 Newot, very stony------------| Acid soil

 | Slope

 | Dense layer

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 |
184 Soil Survey of

Table 5.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations __________________________________________________________________________

 |

848A: |

 Ribriver---------------------| Excessive permeability

 | Potential for ground-water contamination

 | Wet soil moisture status

 |

863B: |

 Crystal Lake-----------------| Acid soil

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wet soil moisture status

 |

 Freeon, 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

 |

 Sconsin----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wet soil moisture status

 |

923A: |

 Capitola, very stony---------| 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

 |

 Cebana, very stony-----------| Dense layer

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Wet soil moisture status

 |

956B: |

 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

 |

957B: |

 Freeon, 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

 |
Taylor County, Wisconsin 185

Table 5.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations __________________________________________________________________________

 |

957C: |

 Freeon, 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

 |

2015: |

 Pits-------------------------| Not applicable

 |

3011A: |

 Barronett--------------------| Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

3456A: |

 Magnor, very stony-----------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Wet soil moisture status

 |

 Magnor-----------------------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Wet soil moisture status

 |

3525C: |

 Newood, very stony-----------| Acid soil

 | Dense layer

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

 Padwood----------------------| Acid soil

 | Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wet soil moisture status

 | Wind erosion

 |

 Padus------------------------| Acid soil

 | Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |
186 Soil Survey of

Table 5.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations __________________________________________________________________________

 |

3546C: |

 Newood, very stony-----------| Acid soil

 | Dense layer

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

 Pence, very 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

 |

3556C: |

 Newood, very stony-----------| Acid soil

 | Dense layer

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

 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

 |

 Cathro-----------------------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

3561A: |

 Pesabic, very stony----------| Dense layer

 | Limited available water capacity

 | 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

 |

 Worwood----------------------| Acid soil

 | Excessive permeability

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |
Taylor County, Wisconsin 187

Table 5.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations __________________________________________________________________________

 |

3561A: |

 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

 |

3569C: |

 Newood, very stony-----------| Acid soil

 | Dense layer

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

 Pesabic, very stony----------| Dense layer

 | Limited available water capacity

 | 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

 |

 Cathro-----------------------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

3666B: |

 Pesabic, very stony----------| Dense layer

 | Limited available water capacity

 | 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

 |

3863C: |

 Crystal Lake-----------------| Acid soil

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wet soil moisture status

 |

 Freeon, 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

 |
188 Soil Survey of

Table 5.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations __________________________________________________________________________

 |

3863C: |

 Antigo-----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 |

9052A: |

 Cathro-----------------------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

 Capitola, very stony---------| 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

 |

 Lupton-----------------------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

9055A: |

 Loxley-----------------------| Excessive permeability

 | High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

9060D: |

 Pelissier--------------------| 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

 |

9071B: |

 Freeon, 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

 |
Taylor County, Wisconsin 189

Table 5.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations __________________________________________________________________________

 |

9077C: |

 Freeon, very stony-----------| Acid soil

 | Slope

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

9078A: |

 Freeon, 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

 |

 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

 |

 Ossmer-----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

9081C: |

 Newot, very stony------------| Acid soil

 | Slope

 | Dense layer

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 |

9082B: |

 Newood, very stony-----------| Acid soil

 | Dense layer

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

9083A: |

 Crystal Lake-----------------| Acid soil

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wet soil moisture status

 |
190 Soil Survey of

Table 5.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations __________________________________________________________________________

 |

9083B: |

 Crystal Lake-----------------| Acid soil

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wet soil moisture status

 |

9086A: |

 Freeon, 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

 |

9087C: |

 Crystal Lake-----------------| Acid soil

 | Slope

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wet soil moisture status

 |

 Freeon, 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

 |

 Newot, very stony------------| Acid soil

 | Slope

 | Dense layer

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 |

9088A: |

 Newood, very stony-----------| Acid soil

 | Dense layer

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

 Capitola, very stony---------| 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

 |
Taylor County, Wisconsin 191

Table 5.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations __________________________________________________________________________

 |

9089B: |

 Newood, very stony-----------| Acid soil

 | Dense layer

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

 Lupton-----------------------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

9090C: |

 Newood, very stony-----------| Acid soil

 | Dense layer

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

 Newot, very stony------------| Acid soil

 | Slope

 | Dense layer

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 |

 Lupton-----------------------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

9092D: |

 Newot, very stony------------| Acid soil

 | Slope

 | Dense layer

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 |

9093C: |

 Pence------------------------| Acid soil

 | Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |
192 Soil Survey of

Table 5.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations __________________________________________________________________________

 |

9093C: |

 Padus------------------------| Acid soil

 | Slope

 | Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

9096C: |

 Newot, very stony------------| Acid soil

 | Slope

 | Dense layer

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 |

 Pesabic, very stony----------| Dense layer

 | Limited available water capacity

 | 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

 |

 Lupton-----------------------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

9097B: |

 Newood, very stony-----------| Acid soil

 | Dense layer

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Surface stones

 | Water erosion

 | Wet soil moisture status

 |

 Padus, very stony------------| Acid soil

 | Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wind erosion

 |

9098A: |

 Oesterle---------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |
Taylor County, Wisconsin 193

Table 5.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol and | Cropland management

 soil name | considerations __________________________________________________________________________

 |

9099B: |

 Antigo-----------------------| Excessive permeability

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 |

9197C: |

 Pelissier--------------------| Acid soil

 | Slope

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface rock fragments

 | Water erosion

 |

M-W: |

 Miscellaneous water----------| Not applicable

 |

W: |

 Water------------------------| Not applicable

 | __________________________________________________________________________
194 Soil Survey of

Table 6a.--Land Capability and Yields per Acre of Crops

(Yields are those that can be expected under a high level of management. They are for nonirrigated

 areas. Absence of a yield indicates that the soil is not suited to the crop or the crop

 generally is not grown on the soil)

_______________________________________________________________________________________________________

 | | | | | |

 Map symbol | Land |Alfalfa hay | Corn |Corn silage | Oats | Soybeans

 and soil name | capability | | | | | _______________________________________________________________________________________________________

 | | Tons | Bu | Tons | Bu | Bu

 | | | | | |

22A: | | | | | |

 Comstock----------------| 2w | 4.2 | 105 | 16 | 75 | 36

 | | | | | |

24A: | | | | | |

 Poskin------------------| 2w | 4.0 | 100 | 15 | 75 | 34

 | | | | | |

43B: | | | | | |

 Antigo------------------| 2e | 3.8 | 95 | 15 | 70 | 32

 | | | | | |

43C: | | | | | |

 Antigo------------------| 3e | 3.6 | 90 | 14 | 70 | 30

 | | | | | |

43D: | | | | | |

 Antigo------------------| 6e | 3.4 | 85 | 14 | 65 | 28

 | | | | | |

48B: | | | | | |

 Brill-------------------| 2e | 4.0 | 100 | 15 | 75 | 34

 | | | | | |

57B: | | | | | |

 Spencer-----------------| 2e | 4.4 | 110 | 16 | 75 | 38

 | | | | | |

59A: | | | | | |

 Almena------------------| 2w | 4.2 | 105 | 16 | 75 | 36

 | | | | | |

63B: | | | | | |

 Crystal Lake------------| 2e | 4.4 | 110 | 16 | 75 | 38

 | | | | | |

63C: | | | | | |

 Crystal Lake------------| 3e | 4.2 | 105 | 16 | 75 | 36

 | | | | | |

63D: | | | | | |

 Crystal Lake------------| 4e | 4.0 | 100 | 15 | 75 | 34

 | | | | | |

63E: | | | | | |

 Crystal Lake------------| 6e | 3.8 | 95 | 15 | 70 | 32

 | | | | | |

77A: | | | | | |

 Auburndale--------------| 6w | --- | --- | --- | --- | ---

 | | | | | |

182B: | | | | | |

 Padus-------------------| 2e | 3.8 | 95 | 15 | 70 | 32

 | | | | | |

182C: | | | | | |

 Padus-------------------| 3e | 3.6 | 90 | 14 | 70 | 30

 | | | | | |

182D: | | | | | |

 Padus-------------------| 6e | 3.4 | 85 | 14 | 65 | 28

 | | | | | |

192A: | | | | | |

 Worcester---------------| 2w | 3.2 | 80 | 13 | 65 | 26

 | | | | | |

193A: | | | | | |

 Minocqua----------------| 6w | --- | --- | --- | --- | ---

 | | | | | |

215B: | | | | | |

 Pence-------------------| 3s | 2.6 | 65 | 12 | 55 | 20

 | | | | | |
Taylor County, Wisconsin 195

Table 6a.--Land Capability and Yields per Acre of Crops--Continued

_______________________________________________________________________________________________________

 | | | | | |

 Map symbol | Land |Alfalfa hay | Corn |Corn silage | Oats | Soybeans

 and soil name | capability | | | | | _______________________________________________________________________________________________________

 | | Tons | Bu | Tons | Bu | Bu

 | | | | | |

215C: | | | | | |

 Pence-------------------| 4e | 2.4 | 60 | 11 | 55 | 18

 | | | | | |

215D: | | | | | |

 Pence-------------------| 6e | 2.2 | 55 | 11 | 50 | 16

 | | | | | |

308B: | | | | | |

 Blackriver--------------| 2e | 4.4 | 110 | 16 | 75 | 38

 | | | | | |

315A: | | | | | |

 Rib---------------------| 6w | --- | --- | --- | --- | ---

 | | | | | |

324A: | | | | | |

 Maplehurst--------------| 2w | 4.2 | 105 | 16 | 75 | 36

 | | | | | |

337A: | | | | | |

 Plover------------------| 2w | 3.6 | 90 | 14 | 70 | 30

 | | | | | |

345B: | | | | | |

 Freeon, very stony------| 4s | 4.2 | 105 | 16 | 75 | 36

 | | | | | |

 Sconsin-----------------| 2e | 4.0 | 100 | 15 | 75 | 34

 | | | | | |

346E: | | | | | |

 Newot, very stony-------| 7s | --- | --- | --- | --- | ---

 | | | | | |

 Pence, very stony-------| 7s | --- | --- | --- | --- | ---

 | | | | | |

355B: | | | | | |

 Loyal-------------------| 2e | 4.4 | 110 | 16 | 75 | 38

 | | | | | |

355C: | | | | | |

 Loyal-------------------| 3e | 4.2 | 105 | 16 | 75 | 36

 | | | | | |

356A: | | | | | |

 Withee------------------| 2w | 4.2 | 105 | 16 | 75 | 36

 | | | | | |

357A: | | | | | |

 Marshfield--------------| 6w | --- | --- | --- | --- | ---

 | | | | | |

408A: | | | | | |

 Lupton------------------| 6w | --- | --- | --- | --- | ---

 | | | | | |

 Cathro------------------| 6w | --- | --- | --- | --- | ---

 | | | | | |

414A: | | | | | |

 Loxley------------------| 7w | --- | --- | --- | --- | ---

 | | | | | |

 Beseman-----------------| 7w | --- | --- | --- | --- | ---

 | | | | | |

457B: | | | | | |

 Freeon, very stony------| 4s | --- | --- | --- | --- | ---

 | | | | | |

 Freeon------------------| 2e | 4.2 | 105 | 16 | 75 | 36

 | | | | | |

457C: | | | | | |

 Freeon, very stony------| 6s | --- | --- | --- | --- | ---

 | | | | | |

 Freeon------------------| 3e | 4.0 | 100 | 15 | 75 | 34

 | | | | | |

515A: | | | | | |

 Manitowish--------------| 3s | 2.4 | 60 | 11 | 55 | 18

 | | | | | |
196 Soil Survey of

Table 6a.--Land Capability and Yields per Acre of Crops--Continued

_______________________________________________________________________________________________________

 | | | | | |

 Map symbol | Land |Alfalfa hay | Corn |Corn silage | Oats | Soybeans

 and soil name | capability | | | | | _______________________________________________________________________________________________________

 | | Tons | Bu | Tons | Bu | Bu

 | | | | | |

525B: | | | | | |

 Newood, very stony------| 4s | 3.6 | 90 | 14 | 70 | 30

 | | | | | |

 Padwood-----------------| 2e | 3.8 | 95 | 15 | 70 | 32

 | | | | | |

 Tipler------------------| 2s | 3.8 | 95 | 15 | 70 | 32

 | | | | | |

527B: | | | | | |

 Padwood-----------------| 2e | 3.8 | 95 | 15 | 70 | 32

 | | | | | |

537D: | | | | | |

 Newot, very stony-------| 7s | 3.0 | 75 | 13 | 60 | 24

 | | | | | |

 Newood, very stony------| 6s | 3.4 | 85 | 14 | 65 | 28

 | | | | | |

 Cathro------------------| 6w | --- | --- | --- | --- | ---

 | | | | | |

545C: | | | | | |

 Freeon, very stony------| 6s | 4.0 | 100 | 15 | 75 | 34

 | | | | | |

 Antigo------------------| 3e | 3.6 | 90 | 14 | 70 | 30

 | | | | | |

555A: | | | | | |

 Fordum------------------| 6w | --- | --- | --- | --- | ---

 | | | | | |

560A: | | | | | |

 Worwood-----------------| 2w | 3.6 | 90 | 14 | 70 | 30

 | | | | | |

571E: | | | | | |

 Pelissier---------------| 7s | --- | --- | --- | --- | ---

 | | | | | |

612A: | | | | | |

 Magnor, very stony------| 4s | 4.0 | 100 | 15 | 75 | 34

 | | | | | |

 Ossmer------------------| 2w | 3.8 | 95 | 15 | 70 | 32

 | | | | | |

623A: | | | | | |

 Capitola, very stony----| 7w | --- | --- | --- | --- | ---

 | | | | | |

624A: | | | | | |

 Ossmer------------------| 2w | 3.8 | 95 | 15 | 70 | 32

 | | | | | |

632B: | | | | | |

 Aftad-------------------| 2e | 3.8 | 95 | 15 | 70 | 32

 | | | | | |

637B: | | | | | |

 Newood, very stony------| 4s | 3.6 | 90 | 14 | 70 | 30

 | | | | | |

637C: | | | | | |

 Newood, very stony------| 6s | 3.4 | 85 | 14 | 65 | 28

 | | | | | |

642B: | | | | | |

 Pesabic, very stony-----| 4s | 3.2 | 80 | 13 | 65 | 26

 | | | | | |

 Capitola, very stony----| 7w | --- | --- | --- | --- | ---

 | | | | | |

 Newood, very stony------| 4s | 3.6 | 90 | 14 | 70 | 30

 | | | | | |

648B: | | | | | |

 Sconsin-----------------| 2e | 4.0 | 100 | 15 | 75 | 34

 | | | | | |

683A: | | | | | |

 Tipler------------------| 2s | 3.8 | 95 | 15 | 70 | 32

 | | | | | |
Taylor County, Wisconsin 197

Table 6a.--Land Capability and Yields per Acre of Crops--Continued

_______________________________________________________________________________________________________

 | | | | | |

 Map symbol | Land |Alfalfa hay | Corn |Corn silage | Oats | Soybeans

 and soil name | capability | | | | | _______________________________________________________________________________________________________

 | | Tons | Bu | Tons | Bu | Bu

 | | | | | |

737D: | | | | | |

 Santiago, very stony----| 7s | 3.8 | 95 | 15 | 70 | 32

 | | | | | |

748A: | | | | | |

 Brander-----------------| 2s | 4.2 | 105 | 16 | 75 | 36

 | | | | | |

755A: | | | | | |

 Moppet------------------| 3w | 3.6 | 90 | 14 | 70 | 30

 | | | | | |

 Fordum------------------| 6w | --- | --- | --- | --- | ---

 | | | | | |

757B: | | | | | |

 Magnor, very stony------| 4s | --- | --- | --- | --- | ---

 | | | | | |

 Freeon, very stony------| 4s | --- | --- | --- | --- | ---

 | | | | | |

 Magnor------------------| 2w | 4.0 | 100 | 15 | 75 | 34

 | | | | | |

 Freeon------------------| 2e | 4.2 | 105 | 16 | 75 | 36

 | | | | | |

766A: | | | | | |

 Moppet------------------| 3w | 3.6 | 90 | 14 | 70 | 30

 | | | | | |

822A: | | | | | |

 Comstock----------------| 2w | 4.2 | 105 | 16 | 75 | 36

 | | | | | |

 Magnor, very stony------| 4s | 4.0 | 100 | 15 | 75 | 34

 | | | | | |

 Ossmer------------------| 2w | 3.8 | 95 | 15 | 70 | 32

 | | | | | |

837E: | | | | | |

 Newot, very stony-------| 7s | --- | --- | --- | --- | ---

 | | | | | |

848A: | | | | | |

 Ribriver----------------| 2s | 4.4 | 110 | 16 | 75 | 38

 | | | | | |

863B: | | | | | |

 Crystal Lake------------| 2e | 4.4 | 110 | 16 | 75 | 38

 | | | | | |

 Freeon, very stony------| 4s | 4.2 | 105 | 16 | 75 | 36

 | | | | | |

 Sconsin-----------------| 2e | 4.0 | 100 | 15 | 75 | 34

 | | | | | |

923A: | | | | | |

 Capitola, very stony----| 7w | --- | --- | --- | --- | ---

 | | | | | |

 Cebana, very stony------| 7w | --- | --- | --- | --- | ---

 | | | | | |

956B: | | | | | |

 Magnor, very stony------| 4s | 4.0 | 100 | 15 | 75 | 34

 | | | | | |

957B: | | | | | |

 Freeon, very stony------| 4s | 4.2 | 105 | 16 | 75 | 36

 | | | | | |

957C: | | | | | |

 Freeon, very stony------| 6s | 4.0 | 100 | 15 | 75 | 34

 | | | | | |

2015: | | | | | |

 Pits--------------------| 8s | --- | --- | --- | --- | ---

 | | | | | |

3011A: | | | | | |

 Barronett---------------| 6w | --- | --- | --- | --- | ---

 | | | | | |
198 Soil Survey of

Table 6a.--Land Capability and Yields per Acre of Crops--Continued

_______________________________________________________________________________________________________

 | | | | | |

 Map symbol | Land |Alfalfa hay | Corn |Corn silage | Oats | Soybeans

 and soil name | capability | | | | | _______________________________________________________________________________________________________

 | | Tons | Bu | Tons | Bu | Bu

 | | | | | |

3456A: | | | | | |

 Magnor, very stony------| 4s | --- | --- | --- | --- | ---

 | | | | | |

 Magnor------------------| 2w | 4.0 | 100 | 15 | 75 | 34

 | | | | | |

3525C: | | | | | |

 Newood, very stony------| 6s | 3.4 | 85 | 14 | 65 | 28

 | | | | | |

 Padwood-----------------| 3e | 3.6 | 90 | 14 | 70 | 30

 | | | | | |

 Padus-------------------| 3e | 3.6 | 90 | 14 | 70 | 30

 | | | | | |

3546C: | | | | | |

 Newood, very stony------| 6s | 3.4 | 85 | 14 | 65 | 28

 | | | | | |

 Pence, very stony-------| 6s | 2.4 | 60 | 11 | 55 | 18

 | | | | | |

3556C: | | | | | |

 Newood, very stony------| 6s | 3.4 | 85 | 14 | 65 | 28

 | | | | | |

 Magnor, very stony------| 4s | 3.8 | 95 | 15 | 70 | 32

 | | | | | |

 Cathro------------------| 6w | --- | --- | --- | --- | ---

 | | | | | |

3561A: | | | | | |

 Pesabic, very stony-----| 4s | 3.2 | 80 | 13 | 65 | 26

 | | | | | |

 Worwood-----------------| 2w | 3.6 | 90 | 14 | 70 | 30

 | | | | | |

 Worcester---------------| 2w | 3.2 | 80 | 13 | 65 | 26

 | | | | | |

3569C: | | | | | |

 Newood, very stony------| 6s | 3.4 | 85 | 14 | 65 | 28

 | | | | | |

 Pesabic, very stony-----| 4s | 3.0 | 75 | 13 | 60 | 24

 | | | | | |

 Cathro------------------| 6w | --- | --- | --- | --- | ---

 | | | | | |

3666B: | | | | | |

 Pesabic, very stony-----| 4s | 3.2 | 80 | 13 | 65 | 26

 | | | | | |

3863C: | | | | | |

 Crystal Lake------------| 3e | 4.2 | 105 | 16 | 75 | 36

 | | | | | |

 Freeon, very stony------| 6s | 4.0 | 100 | 15 | 75 | 34

 | | | | | |

 Antigo------------------| 3e | 3.6 | 90 | 14 | 70 | 30

 | | | | | |

9052A: | | | | | |

 Cathro------------------| 6w | --- | --- | --- | --- | ---

 | | | | | |

 Capitola, very stony----| 7w | --- | --- | --- | --- | ---

 | | | | | |

 Lupton------------------| 6w | --- | --- | --- | --- | ---

 | | | | | |

9055A: | | | | | |

 Loxley------------------| 7w | --- | --- | --- | --- | ---

 | | | | | |

9060D: | | | | | |

 Pelissier---------------| 7s | --- | --- | --- | --- | ---

 | | | | | |

9071B: | | | | | |

 Freeon, very stony------| 6s | 4.0 | 100 | 15 | 75 | 34

 | | | | | |
Taylor County, Wisconsin 199

Table 6a.--Land Capability and Yields per Acre of Crops--Continued

_______________________________________________________________________________________________________

 | | | | | |

 Map symbol | Land |Alfalfa hay | Corn |Corn silage | Oats | Soybeans

 and soil name | capability | | | | | _______________________________________________________________________________________________________

 | | Tons | Bu | Tons | Bu | Bu

 | | | | | |

9077C: | | | | | |

 Freeon, very stony------| 6s | 3.8 | 95 | 15 | 70 | 32

 | | | | | |

9078A: | | | | | |

 Freeon, very stony------| 4s | 4.2 | 105 | 16 | 75 | 36

 | | | | | |

 Magnor, very stony------| 4s | 4.0 | 100 | 15 | 75 | 34

 | | | | | |

 Ossmer------------------| 2w | 3.8 | 95 | 15 | 70 | 32

 | | | | | |

9081C: | | | | | |

 Newot, very stony-------| 7s | 3.2 | 80 | 13 | 65 | 26

 | | | | | |

9082B: | | | | | |

 Newood, very stony------| 6s | 3.4 | 85 | 14 | 65 | 28

 | | | | | |

9083A: | | | | | |

 Crystal Lake------------| 2e | 4.4 | 110 | 16 | 75 | 38

 | | | | | |

9083B: | | | | | |

 Crystal Lake------------| 3e | 4.2 | 105 | 16 | 75 | 36

 | | | | | |

9086A: | | | | | |

 Freeon, very stony------| 4s | 4.2 | 105 | 16 | 75 | 36

 | | | | | |

9087C: | | | | | |

 Crystal Lake------------| 4e | 4.0 | 100 | 15 | 75 | 34

 | | | | | |

 Freeon, very stony------| 6s | 3.8 | 95 | 15 | 70 | 32

 | | | | | |

 Newot, very stony-------| 6s | 3.4 | 85 | 14 | 65 | 28

 | | | | | |

9088A: | | | | | |

 Newood, very stony------| 4s | 3.6 | 90 | 14 | 70 | 30

 | | | | | |

 Capitola, very stony----| 7w | --- | --- | --- | --- | ---

 | | | | | |

9089B: | | | | | |

 Newood, very stony------| 6s | 3.6 | 90 | 14 | 70 | 30

 | | | | | |

 Lupton------------------| 6w | --- | --- | --- | --- | ---

 | | | | | |

9090C: | | | | | |

 Newood, very stony------| 6s | 3.4 | 85 | 14 | 65 | 28

 | | | | | |

 Newot, very stony-------| 7s | 3.0 | 75 | 13 | 60 | 24

 | | | | | |

 Lupton------------------| 6w | --- | --- | --- | --- | ---

 | | | | | |

9092D: | | | | | |

 Newot, very stony-------| 7s | --- | --- | --- | --- | ---

 | | | | | |

9093C: | | | | | |

 Pence-------------------| 7e | 2.2 | 55 | 11 | 50 | 18

 | | | | | |

 Padus-------------------| 6e | 3.4 | 85 | 14 | 65 | 28

 | | | | | |

9096C: | | | | | |

 Newot, very stony-------| 7s | --- | --- | --- | --- | ---

 | | | | | |

 Pesabic, very stony-----| 4s | 3.0 | 75 | 13 | 60 | 24

 | | | | | |

 Lupton------------------| 6w | --- | --- | --- | --- | ---

 | | | | | |
200 Soil Survey of

Table 6a.--Land Capability and Yields per Acre of Crops--Continued

_______________________________________________________________________________________________________

 | | | | | |

 Map symbol | Land |Alfalfa hay | Corn |Corn silage | Oats | Soybeans

 and soil name | capability | | | | | _______________________________________________________________________________________________________

 | | Tons | Bu | Tons | Bu | Bu

 | | | | | |

9097B: | | | | | |

 Newood, very stony------| 6s | 3.4 | 85 | 14 | 65 | 28

 | | | | | |

 Padus, very stony-------| 6s | 3.6 | 90 | 14 | 70 | 30

 | | | | | |

9098A: | | | | | |

 Oesterle----------------| 2w | 3.6 | 90 | 14 | 70 | 30

 | | | | | |

9099B: | | | | | |

 Antigo------------------| 3e | 3.6 | 90 | 14 | 70 | 30

 | | | | | |

9197C: | | | | | |

 Pelissier---------------| 7s | --- | --- | --- | --- | ---

 | | | | | |

M-W. | | | | | |

 Miscellaneous water | | | | | |

 | | | | | |

W. | | | | | |

 Water | | | | | |

 | | | | | | _______________________________________________________________________________________________________
Taylor County, Wisconsin 201

Table 6b.--Land Capability and Yields per Acre of Crops

(Yields are those that can be expected under a high level of management. They are for nonirrigated

 areas. Absence of a yield indicates that the soil is not suited to the crop or the crop

 generally is not grown on the soil)

_______________________________________________________________________________________________________

 | | | | | |

 Map symbol | Land | Bluegrass- | Orchard- | Orchard- | Red clover | Timothy-

 and soil name | capability |white clover|grass-alsike| grass-red | hay | alsike

 | | | | clover | | _______________________________________________________________________________________________________

 | | Tons | Tons | Tons | Tons | Tons

 | | | | | |

22A: | | | | | |

 Comstock----------------| 2w | 2.8 | 3.6 | 3.8 | 3.2 | 3.4

 | | | | | |

24A: | | | | | |

 Poskin------------------| 2w | 2.6 | 3.4 | 3.6 | 3.0 | 3.2

 | | | | | |

43B: | | | | | |

 Antigo------------------| 2e | 2.4 | 3.2 | 3.4 | 2.8 | 3.0

 | | | | | |

43C: | | | | | |

 Antigo------------------| 3e | 2.2 | 3.0 | 3.2 | 2.6 | 2.8

 | | | | | |

43D: | | | | | |

 Antigo------------------| 6e | 2.0 | 2.8 | 3.0 | 2.4 | 2.6

 | | | | | |

48B: | | | | | |

 Brill-------------------| 2e | 2.6 | 3.4 | 3.6 | 3.0 | 3.2

 | | | | | |

57B: | | | | | |

 Spencer-----------------| 2e | 3.0 | 3.8 | 4.0 | 3.4 | 3.6

 | | | | | |

59A: | | | | | |

 Almena------------------| 2w | 2.8 | 3.6 | 3.8 | 3.2 | 3.4

 | | | | | |

63B: | | | | | |

 Crystal Lake------------| 2e | 3.0 | 3.8 | 4.0 | 3.4 | 3.6

 | | | | | |

63C: | | | | | |

 Crystal Lake------------| 3e | 2.8 | 3.6 | 3.8 | 3.2 | 3.4

 | | | | | |

63D: | | | | | |

 Crystal Lake------------| 4e | 2.6 | 3.4 | 3.6 | 3.0 | 3.2

 | | | | | |

63E: | | | | | |

 Crystal Lake------------| 6e | 2.4 | 3.2 | 3.4 | 2.8 | 3.0

 | | | | | |

77A: | | | | | |

 Auburndale--------------| 6w | 1.4 | --- | --- | --- | ---

 | | | | | |

182B: | | | | | |

 Padus-------------------| 2e | 2.4 | 3.2 | 3.4 | 2.8 | 3.0

 | | | | | |

182C: | | | | | |

 Padus-------------------| 3e | 2.2 | 3.0 | 3.2 | 2.6 | 2.8

 | | | | | |

182D: | | | | | |

 Padus-------------------| 6e | 2.0 | 2.8 | 3.0 | 2.4 | 2.6

 | | | | | |

192A: | | | | | |

 Worcester---------------| 2w | 1.8 | 2.6 | 2.8 | 2.2 | 2.4

 | | | | | |

193A: | | | | | |

 Minocqua----------------| 6w | 1.0 | --- | --- | --- | ---

 | | | | | |

215B: | | | | | |

 Pence-------------------| 3s | 1.2 | 2.0 | 2.2 | 1.6 | 1.8

 | | | | | |
202 Soil Survey of

Table 6b.--Land Capability and Yields per Acre of Crops--Continued

_______________________________________________________________________________________________________

 | | | | | |

 Map symbol | Land | Bluegrass- | Orchard- | Orchard- | Red clover | Timothy-

 and soil name | capability |white clover|grass-alsike| grass-red | hay | alsike

 | | | | clover | | _______________________________________________________________________________________________________

 | | Tons | Tons | Tons | Tons | Tons

 | | | | | |

215C: | | | | | |

 Pence-------------------| 4e | 1.0 | 1.8 | 2.0 | 1.4 | 1.6

 | | | | | |

215D: | | | | | |

 Pence-------------------| 6e | 1.0 | 1.6 | 1.8 | 1.4 | 1.4

 | | | | | |

308B: | | | | | |

 Blackriver--------------| 2e | 3.0 | 3.8 | 4.0 | 3.4 | 3.6

 | | | | | |

315A: | | | | | |

 Rib---------------------| 6w | 1.2 | --- | --- | --- | ---

 | | | | | |

324A: | | | | | |

 Maplehurst--------------| 2w | 2.8 | 3.6 | 3.8 | 3.2 | 3.4

 | | | | | |

337A: | | | | | |

 Plover------------------| 2w | 2.2 | 3.0 | 3.2 | 2.6 | 2.8

 | | | | | |

345B: | | | | | |

 Freeon, very stony------| 4s | 2.8 | 3.6 | 3.8 | 3.2 | 3.4

 | | | | | |

 Sconsin-----------------| 2e | 2.6 | 3.4 | 3.6 | 3.0 | 3.2

 | | | | | |

346E: | | | | | |

 Newot, very stony-------| 7s | 1.0 | --- | --- | --- | ---

 | | | | | |

 Pence, very stony-------| 7s | 1.0 | --- | --- | --- | ---

 | | | | | |

355B: | | | | | |

 Loyal-------------------| 2e | 3.0 | 3.8 | 4.0 | 3.4 | 3.6

 | | | | | |

355C: | | | | | |

 Loyal-------------------| 3e | 2.8 | 3.6 | 3.8 | 3.2 | 3.4

 | | | | | |

356A: | | | | | |

 Withee------------------| 2w | 2.8 | 3.6 | 3.8 | 3.2 | 3.4

 | | | | | |

357A: | | | | | |

 Marshfield--------------| 6w | 1.4 | --- | --- | --- | ---

 | | | | | |

408A: | | | | | |

 Lupton------------------| 6w | --- | --- | --- | --- | ---

 | | | | | |

 Cathro------------------| 6w | --- | --- | --- | --- | ---

 | | | | | |

414A: | | | | | |

 Loxley------------------| 7w | --- | --- | --- | --- | ---

 | | | | | |

 Beseman-----------------| 7w | --- | --- | --- | --- | ---

 | | | | | |

457B: | | | | | |

 Freeon, very stony------| 4s | --- | --- | --- | --- | ---

 | | | | | |

 Freeon------------------| 2e | 2.8 | 3.6 | 3.8 | 3.2 | 3.4

 | | | | | |

457C: | | | | | |

 Freeon, very stony------| 6s | --- | --- | --- | --- | ---

 | | | | | |

 Freeon------------------| 3e | 2.6 | 3.4 | 3.6 | 3.0 | 3.2

 | | | | | |

515A: | | | | | |

 Manitowish--------------| 3s | 1.0 | 1.8 | 2.0 | 1.4 | 1.6

 | | | | | |
Taylor County, Wisconsin 203

Table 6b.--Land Capability and Yields per Acre of Crops--Continued

_______________________________________________________________________________________________________

 | | | | | |

 Map symbol | Land | Bluegrass- | Orchard- | Orchard- | Red clover | Timothy-

 and soil name | capability |white clover|grass-alsike| grass-red | hay | alsike

 | | | | clover | | _______________________________________________________________________________________________________

 | | Tons | Tons | Tons | Tons | Tons

 | | | | | |

525B: | | | | | |

 Newood, very stony------| 4s | 2.2 | 3.0 | 3.2 | 2.6 | 2.8

 | | | | | |

 Padwood-----------------| 2e | 2.4 | 3.2 | 3.4 | 2.8 | 3.0

 | | | | | |

 Tipler------------------| 2s | 2.4 | 3.2 | 3.4 | 2.8 | 3.0

 | | | | | |

527B: | | | | | |

 Padwood-----------------| 2e | 2.4 | 3.2 | 3.4 | 2.8 | 3.0

 | | | | | |

537D: | | | | | |

 Newot, very stony-------| 7s | 1.6 | 2.4 | 2.6 | 2.0 | 2.2

 | | | | | |

 Newood, very stony------| 6s | 2.0 | 2.8 | 3.0 | 2.4 | 2.6

 | | | | | |

 Cathro------------------| 6w | --- | --- | --- | --- | ---

 | | | | | |

545C: | | | | | |

 Freeon, very stony------| 6s | 2.6 | 3.4 | 3.6 | 3.0 | 3.2

 | | | | | |

 Antigo------------------| 3e | 2.2 | 3.0 | 3.2 | 2.6 | 2.8

 | | | | | |

555A: | | | | | |

 Fordum------------------| 6w | 1.0 | --- | --- | --- | ---

 | | | | | |

560A: | | | | | |

 Worwood-----------------| 2w | 2.2 | 3.0 | 3.2 | 2.6 | 2.8

 | | | | | |

571E: | | | | | |

 Pelissier---------------| 7s | 1.0 | --- | --- | --- | ---

 | | | | | |

612A: | | | | | |

 Magnor, very stony------| 4s | 2.6 | 3.4 | 3.6 | 3.0 | 3.2

 | | | | | |

 Ossmer------------------| 2w | 2.4 | 3.2 | 3.4 | 2.8 | 3.0

 | | | | | |

623A: | | | | | |

 Capitola, very stony----| 7w | 1.2 | --- | --- | --- | ---

 | | | | | |

624A: | | | | | |

 Ossmer------------------| 2w | 2.4 | 3.2 | 3.4 | 2.8 | 3.0

 | | | | | |

632B: | | | | | |

 Aftad-------------------| 2e | 2.4 | 3.2 | 3.4 | 2.8 | 3.0

 | | | | | |

637B: | | | | | |

 Newood, very stony------| 4s | 2.2 | 3.0 | 3.2 | 2.6 | 2.8

 | | | | | |

637C: | | | | | |

 Newood, very stony------| 6s | 2.0 | 2.8 | 3.0 | 2.4 | 2.6

 | | | | | |

642B: | | | | | |

 Pesabic, very stony-----| 4s | 1.8 | 2.6 | 2.8 | 2.2 | 2.4

 | | | | | |

 Capitola, very stony----| 7w | 1.2 | --- | --- | --- | ---

 | | | | | |

 Newood, very stony------| 4s | 2.2 | 3.0 | 3.2 | 2.6 | 2.8

 | | | | | |

648B: | | | | | |

 Sconsin-----------------| 2e | 2.6 | 3.4 | 3.6 | 3.0 | 3.2

 | | | | | |
204 Soil Survey of

Table 6b.--Land Capability and Yields per Acre of Crops--Continued

_______________________________________________________________________________________________________

 | | | | | |

 Map symbol | Land | Bluegrass- | Orchard- | Orchard- | Red clover | Timothy-

 and soil name | capability |white clover|grass-alsike| grass-red | hay | alsike

 | | | | clover | | _______________________________________________________________________________________________________

 | | Tons | Tons | Tons | Tons | Tons

 | | | | | |

683A: | | | | | |

 Tipler------------------| 2s | 2.4 | 3.2 | 3.4 | 2.8 | 3.0

 | | | | | |

737D: | | | | | |

 Santiago, very stony----| 7s | 2.4 | 3.2 | 3.4 | 2.8 | 3.0

 | | | | | |

748A: | | | | | |

 Brander-----------------| 2s | 2.8 | 3.6 | 3.8 | 3.2 | 3.4

 | | | | | |

755A: | | | | | |

 Moppet------------------| 3w | 2.2 | 3.0 | 3.2 | 2.6 | 2.8

 | | | | | |

 Fordum------------------| 6w | 1.0 | --- | --- | --- | ---

 | | | | | |

757B: | | | | | |

 Magnor, very stony------| 4s | --- | --- | --- | --- | ---

 | | | | | |

 Freeon, very stony------| 4s | --- | --- | --- | --- | ---

 | | | | | |

 Magnor------------------| 2w | 2.6 | 3.4 | 3.6 | 3.0 | 3.2

 | | | | | |

 Freeon------------------| 2e | 2.8 | 3.6 | 3.8 | 3.2 | 3.4

 | | | | | |

766A: | | | | | |

 Moppet------------------| 3w | 2.2 | 3.0 | 3.2 | 2.6 | 2.8

 | | | | | |

822A: | | | | | |

 Comstock----------------| 2w | 2.8 | 3.6 | 3.8 | 3.2 | 3.4

 | | | | | |

 Magnor, very stony------| 4s | 2.6 | 3.4 | 3.6 | 3.0 | 3.2

 | | | | | |

 Ossmer------------------| 2w | 2.4 | 3.2 | 3.4 | 2.8 | 3.0

 | | | | | |

837E: | | | | | |

 Newot, very stony-------| 7s | 1.0 | --- | --- | --- | ---

 | | | | | |

848A: | | | | | |

 Ribriver----------------| 2s | 3.0 | 3.8 | 4.0 | 3.4 | 3.6

 | | | | | |

863B: | | | | | |

 Crystal Lake------------| 2e | 3.0 | 3.8 | 4.0 | 3.4 | 3.6

 | | | | | |

 Freeon, very stony------| 4s | 2.8 | 3.6 | 3.8 | 3.2 | 3.4

 | | | | | |

 Sconsin-----------------| 2e | 2.6 | 3.4 | 3.6 | 3.0 | 3.2

 | | | | | |

923A: | | | | | |

 Capitola, very stony----| 7w | 1.2 | --- | --- | --- | ---

 | | | | | |

 Cebana, very stony------| 7w | 1.4 | --- | --- | --- | ---

 | | | | | |

956B: | | | | | |

 Magnor, very stony------| 4s | 2.6 | 3.4 | 3.6 | 3.0 | 3.2

 | | | | | |

957B: | | | | | |

 Freeon, very stony------| 4s | 2.8 | 3.6 | 3.8 | 3.2 | 3.4

 | | | | | |

957C: | | | | | |

 Freeon, very stony------| 6s | 2.6 | 3.4 | 3.6 | 3.0 | 3.2

 | | | | | |
Taylor County, Wisconsin 205

Table 6b.--Land Capability and Yields per Acre of Crops--Continued

_______________________________________________________________________________________________________

 | | | | | |

 Map symbol | Land | Bluegrass- | Orchard- | Orchard- | Red clover | Timothy-

 and soil name | capability |white clover|grass-alsike| grass-red | hay | alsike

 | | | | clover | | _______________________________________________________________________________________________________

 | | Tons | Tons | Tons | Tons | Tons

 | | | | | |

2015: | | | | | |

 Pits--------------------| 8s | --- | --- | --- | --- | ---

 | | | | | |

3011A: | | | | | |

 Barronett---------------| 6w | 1.4 | --- | --- | --- | ---

 | | | | | |

3456A: | | | | | |

 Magnor, very stony------| 4s | --- | --- | --- | --- | ---

 | | | | | |

 Magnor------------------| 2w | 2.6 | 3.4 | 3.6 | 3.0 | 3.2

 | | | | | |

3525C: | | | | | |

 Newood, very stony------| 6s | 2.0 | 2.8 | 3.0 | 2.4 | 2.6

 | | | | | |

 Padwood-----------------| 3e | 2.2 | 3.0 | 3.2 | 2.6 | 2.8

 | | | | | |

 Padus-------------------| 3e | 2.2 | 3.0 | 3.2 | 2.6 | 2.8

 | | | | | |

3546C: | | | | | |

 Newood, very stony------| 6s | 2.0 | 2.8 | 3.0 | 2.4 | 2.6

 | | | | | |

 Pence, very stony-------| 6s | 1.0 | 1.8 | 2.0 | 1.4 | 1.6

 | | | | | |

3556C: | | | | | |

 Newood, very stony------| 6s | 2.0 | 2.8 | 3.0 | 2.4 | 2.6

 | | | | | |

 Magnor, very stony------| 4s | 2.4 | 3.2 | 3.4 | 2.8 | 3.0

 | | | | | |

 Cathro------------------| 6w | --- | --- | --- | --- | ---

 | | | | | |

3561A: | | | | | |

 Pesabic, very stony-----| 4s | 1.8 | 2.6 | 2.8 | 2.2 | 2.4

 | | | | | |

 Worwood-----------------| 2w | 2.2 | 3.0 | 3.2 | 2.6 | 2.8

 | | | | | |

 Worcester---------------| 2w | 1.8 | 2.6 | 2.8 | 2.2 | 2.4

 | | | | | |

3569C: | | | | | |

 Newood, very stony------| 6s | 2.0 | 2.8 | 3.0 | 2.4 | 2.6

 | | | | | |

 Pesabic, very stony-----| 4s | 1.6 | 2.4 | 2.6 | 2.0 | 2.2

 | | | | | |

 Cathro------------------| 6w | --- | --- | --- | --- | ---

 | | | | | |

3666B: | | | | | |

 Pesabic, very stony-----| 4s | 1.8 | 2.6 | 2.8 | 2.2 | 2.4

 | | | | | |

3863C: | | | | | |

 Crystal Lake------------| 3e | 2.8 | 3.6 | 3.8 | 3.2 | 3.4

 | | | | | |

 Freeon, very stony------| 6s | 2.6 | 3.4 | 3.6 | 3.0 | 3.2

 | | | | | |

 Antigo------------------| 3e | 2.2 | 3.0 | 3.2 | 2.6 | 2.8

 | | | | | |

9052A: | | | | | |

 Cathro------------------| 6w | --- | --- | --- | --- | ---

 | | | | | |

 Capitola, very stony----| 7w | 1.2 | --- | --- | --- | ---

 | | | | | |

 Lupton------------------| 6w | --- | --- | --- | --- | ---

 | | | | | |
206 Soil Survey of

Table 6b.--Land Capability and Yields per Acre of Crops--Continued

_______________________________________________________________________________________________________

 | | | | | |

 Map symbol | Land | Bluegrass- | Orchard- | Orchard- | Red clover | Timothy-

 and soil name | capability |white clover|grass-alsike| grass-red | hay | alsike

 | | | | clover | | _______________________________________________________________________________________________________

 | | Tons | Tons | Tons | Tons | Tons

 | | | | | |

9055A: | | | | | |

 Loxley------------------| 7w | --- | --- | --- | --- | ---

 | | | | | |

9060D: | | | | | |

 Pelissier---------------| 7s | 1.0 | --- | --- | --- | ---

 | | | | | |

9071B: | | | | | |

 Freeon, very stony------| 6s | 2.6 | 3.4 | 3.6 | 3.0 | 3.2

 | | | | | |

9077C: | | | | | |

 Freeon, very stony------| 6s | 2.4 | 3.2 | 3.4 | 2.8 | 3.0

 | | | | | |

9078A: | | | | | |

 Freeon, very stony------| 4s | 2.8 | 3.6 | 3.8 | 3.2 | 3.4

 | | | | | |

 Magnor, very stony------| 4s | 2.6 | 3.4 | 3.6 | 3.0 | 3.2

 | | | | | |

 Ossmer------------------| 2w | 2.4 | 3.2 | 3.4 | 2.8 | 3.0

 | | | | | |

9081C: | | | | | |

 Newot, very stony-------| 7s | 1.8 | 2.6 | 2.8 | 2.2 | 2.4

 | | | | | |

9082B: | | | | | |

 Newood, very stony------| 6s | 2.0 | 2.8 | 3.0 | 2.4 | 2.6

 | | | | | |

9083A: | | | | | |

 Crystal Lake------------| 2e | 3.0 | 3.8 | 4.0 | 3.4 | 3.6

 | | | | | |

9083B: | | | | | |

 Crystal Lake------------| 3e | 2.8 | 3.6 | 3.8 | 3.2 | 3.4

 | | | | | |

9086A: | | | | | |

 Freeon, very stony------| 4s | 2.8 | 3.6 | 3.8 | 3.2 | 3.4

 | | | | | |

9087C: | | | | | |

 Crystal Lake------------| 4e | 2.6 | 3.4 | 3.6 | 3.0 | 3.2

 | | | | | |

 Freeon, very stony------| 6s | 2.4 | 3.2 | 3.4 | 2.8 | 3.0

 | | | | | |

 Newot, very stony-------| 6s | 2.0 | 2.8 | 3.0 | 2.4 | 2.6

 | | | | | |

9088A: | | | | | |

 Newood, very stony------| 4s | 2.2 | 3.0 | 3.2 | 2.6 | 2.8

 | | | | | |

 Capitola, very stony----| 7w | 1.2 | --- | --- | --- | ---

 | | | | | |

9089B: | | | | | |

 Newood, very stony------| 6s | 2.2 | 3.0 | 3.2 | 2.6 | 2.8

 | | | | | |

 Lupton------------------| 6w | --- | --- | --- | --- | ---

 | | | | | |

9090C: | | | | | |

 Newood, very stony------| 6s | 2.0 | 2.8 | 3.0 | 2.4 | 2.6

 | | | | | |

 Newot, very stony-------| 7s | 1.8 | 2.6 | 2.8 | 2.2 | 2.4

 | | | | | |

 Lupton------------------| 6w | --- | --- | --- | --- | ---

 | | | | | |

9092D: | | | | | |

 Newot, very stony-------| 7s | 1.0 | --- | --- | --- | ---

 | | | | | |
Taylor County, Wisconsin 207

Table 6b.--Land Capability and Yields per Acre of Crops--Continued

_______________________________________________________________________________________________________

 | | | | | |

 Map symbol | Land | Bluegrass- | Orchard- | Orchard- | Red clover | Timothy-

 and soil name | capability |white clover|grass-alsike| grass-red | hay | alsike

 | | | | clover | | _______________________________________________________________________________________________________

 | | Tons | Tons | Tons | Tons | Tons

 | | | | | |

9093C: | | | | | |

 Pence-------------------| 7e | 1.0 | 1.6 | 1.8 | 1.2 | 1.4

 | | | | | |

 Padus-------------------| 6e | 2.0 | 2.8 | 3.0 | 2.4 | 2.6

 | | | | | |

9096C: | | | | | |

 Newot, very stony-------| 7s | 1.0 | --- | --- | --- | ---

 | | | | | |

 Pesabic, very stony-----| 4s | 1.6 | 2.4 | 2.6 | 2.0 | 2.2

 | | | | | |

 Lupton------------------| 6w | --- | --- | --- | --- | ---

 | | | | | |

9097B: | | | | | |

 Newood, very stony------| 6s | 2.0 | 2.8 | 3.0 | 2.4 | 2.6

 | | | | | |

 Padus, very stony-------| 6s | 2.2 | 3.0 | 3.2 | 2.6 | 2.8

 | | | | | |

9098A: | | | | | |

 Oesterle----------------| 2w | 2.2 | 3.0 | 3.2 | 2.6 | 2.8

 | | | | | |

9099B: | | | | | |

 Antigo------------------| 3e | 2.2 | 3.0 | 3.2 | 2.6 | 2.8

 | | | | | |

9197C: | | | | | |

 Pelissier---------------| 7s | 1.0 | --- | --- | --- | ---

 | | | | | |

M-W. | | | | | |

 Miscellaneous water | | | | | |

 | | | | | |

W. | | | | | |

 Water | | | | | |

 | | | | | | _______________________________________________________________________________________________________
208 Soil Survey of

Table 7.--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 (where drained)

24A |Poskin silt loam, 0 to 3 percent slopes (where drained)

43B |Antigo silt loam, 1 to 6 percent slopes

48B |Brill silt loam, 1 to 6 percent slopes

57B |Spencer silt loam, 1 to 6 percent slopes

59A |Almena silt loam, 0 to 3 percent slopes (where drained)

63B |Crystal Lake silt loam, 2 to 6 percent slopes

77A |Auburndale silt loam, 0 to 2 percent slopes (where drained)

182B |Padus sandy loam, 0 to 6 percent slopes

192A |Worcester sandy loam, 0 to 3 percent slopes (where drained)

193A |Minocqua muck, 0 to 2 percent slopes (where drained)

308B |Blackriver silt loam, 1 to 6 percent slopes

315A |Rib silt loam, 0 to 2 percent slopes (where drained)

324A |Maplehurst silt loam, 0 to 3 percent slopes (where drained)

337A |Plover fine sandy loam, 0 to 3 percent slopes (where drained)

345B |Freeon, very stony-Sconsin complex, 2 to 6 percent slopes

355B |Loyal silt loam, 1 to 6 percent slopes

356A |Withee silt loam, 0 to 3 percent slopes (where drained)

357A |Marshfield silt loam, 0 to 2 percent slopes (where drained)

457B |Freeon, very stony-Freeon complex, ground moraine, 1 to 6 percent slopes

525B |Newood, very stony-Padwood-Tipler complex, 2 to 6 percent slopes

527B |Padwood sandy loam, 0 to 6 percent slopes

560A |Worwood sandy loam, 0 to 3 percent slopes (where drained)

612A |Magnor, very stony-Ossmer complex, 0 to 3 percent slopes (where drained)

623A |Capitola muck, 0 to 2 percent slopes, very stony (where drained)

624A |Ossmer silt loam, 0 to 3 percent slopes (where drained)

632B |Aftad fine sandy loam, 2 to 6 percent slopes

637B |Newood sandy loam, 2 to 6 percent slopes, very stony

642B |Pesabic-Capitola-Newood complex, 0 to 6 percent slopes, very stony (where drained)

648B |Sconsin silt loam, 1 to 6 percent slopes

683A |Tipler sandy loam, 0 to 3 percent slopes

748A |Brander silt loam, 0 to 3 percent slopes

757B |Magnor-Freeon complex, 0 to 6 percent slopes, very stony (where drained)

766A |Moppet fine sandy loam, 0 to 3 percent slopes

822A |Comstock-Magnor, very stony-Ossmer complex, 0 to 3 percent slopes (where drained)

848A |Ribriver silt loam, 0 to 3 percent slopes

863B |Crystal Lake-Freeon, very stony-Sconsin complex, 2 to 6 percent slopes

923A |Capitola-Cebana complex, 0 to 2 percent slopes, very stony (where drained)

956B |Magnor silt loam, end moraine, 0 to 4 percent slopes, very stony (where drained)

957B |Freeon silt loam, end moraine, 2 to 6 percent slopes, very stony

3011A |Barronett silt loam, 0 to 2 percent slopes (where drained)

3456A |Magnor, very stony-Magnor complex, ground moraine, 0 to 3 percent slopes (where

 | drained)

3561A |Pesabic, very stony-Worwood-Worcester complex, 0 to 3 percent slopes (where

 | drained)

3666B |Pesabic sandy loam, 0 to 4 percent slopes, very stony (where drained)

9078A |Freeon, very stony-Magnor, very stony-Ossmer complex, 0 to 5 percent slopes (where

 | drained)

9083A |Crystal Lake silt loam, 0 to 5 percent slopes

9086A |Freeon silt loam, 0 to 5 percent slopes, very stony

9088A |Newood-Capitola complex, 0 to 5 percent slopes, very stony (where drained)

9098A |Oesterle loam, 0 to 3 percent slopes (where drained)

 | _______________________________________________________________________________________________________
Table 8.--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 _____________________________________________________________________________________________________________ | | | | 22A: | | | |  Comstock----------------| --- |American |White spruce--------|Eastern white pine,  | | cranberrybush, | | red maple, red  | | common lilac, silky| | pine, silver maple, | | dogwood, | | white ash  | | nannyberry, | |  | | northern | |  | | whitecedar, | |  | | 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 | |  | | whitecedar, | |  | | redosier dogwood | |  | | | | 43B: | | | |  Antigo------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pine | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 43C: | | | |  Antigo------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pine | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 
Table 8.--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 ____________________________________________________________________________________________________________ | | | | 43D: | | | |  Antigo------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 48B: | | | |  Brill-------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 57B: | | | |  Spencer-----------------| --- |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 | |  | | whitecedar | |  | | | | 59A: | | | |  Almena------------------| --- |American |White spruce--------|Eastern white pine,  | | cranberrybush, | | red maple, red  | | silky dogwood, | | pine, silver maple | | common lilac, | | white ash  | | nannyberry, | |  | | northern | |  | | whitecedar, | |  | | redosier dogwood | |  | | | | 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 | |  | | whitecedar | |  | | | | 
Table 8.--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 _____________________________________________________________________________________________________________ | | | | 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 | |  | | whitecedar | |  | | | | 63D: | | | |  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  | | whitecedar | |  | | | | 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  | | whitecedar | |  | | | | 77A. | | | |  Auburndale | | | |  | | | | 182B: | | | |  Padus-------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pine | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 182C: | | | |  Padus-------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pine | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 
Table 8.--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 ____________________________________________________________________________________________________________ | | | | 182D: | | | |  Padus-------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, 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 | |  | | whitecedar, | |  | | redosier dogwood | |  | | | | 193A. | | | |  Minocqua | | | |  | | | | 215B: | | | |  Pence-------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 215C: | | | |  Pence-------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 
Table 8.--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 pine | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 308B: | | | |  Blackriver--------------| --- |American |Black Hills spruce, |Eastern white pine,  | | cranberrybush, Amur| Norway spruce, | red maple, red  | | maple, common | white spruce | pine, white ash  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 315A. | | | |  Rib | | | |  | | | | 324A: | | | |  Maplehurst--------------| --- |American |White spruce, Norway|Eastern white pine,  | | cranberrybush, | spruce | red maple, red  | | common lilac, | | pine, white ash  | | nannyberry, | |  | | northern | |  | | whitecedar, | |  | | redosier dogwood, | |  | | silky dogwood | |  | | | | 337A: | | | |  Plover------------------| --- |American |White spruce--------|Eastern white pine,  | | cranberrybush, | | red maple, red  | | common lilac, | | pine, silver maple, | | nannyberry, | | white ash  | | northern | |  | | whitecedar, | |  | | redosier dogwood, | |  | | silky dogwood | |  | | | | 
Table 8.--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 ____________________________________________________________________________________________________________ | | | | 345B: | | | |  Freeon, very stony. | | | |  | | | |  Sconsin-----------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 346E: | | | |  Newot, very stony. | | | |  | | | |  Pence, very stony-------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 355B: | | | |  Loyal-------------------| --- |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 | |  | | whitecedar | |  | | | | 355C: | | | |  Loyal-------------------| --- |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 | |  | | whitecedar | |  | | | | 
Table 8.--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 _____________________________________________________________________________________________________________ | | | | 356A: | | | |  Withee------------------| --- |American |White spruce--------|Eastern white pine,  | | cranberrybush, | | red maple, red  | | common lilac, silky| | pine, silver maple, | | dogwood, | | white ash  | | nannyberry, | |  | | northern | |  | | whitecedar, | |  | | redosier dogwood | |  | | | | 357A. | | | |  Marshfield | | | |  | | | | 408A: | | | |  Lupton. | | | |  | | | |  Cathro. | | | |  | | | | 414A: | | | |  Loxley. | | | |  | | | |  Beseman. | | | |  | | | | 457B: | | | |  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 | |  | | whitecedar | |  | | | | 457C: | | | |  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 | |  | | whitecedar | |  | | | | 
Table 8.--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 ____________________________________________________________________________________________________________ | | | | 515A: | | | |  Manitowish--------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 525B: | | | |  Newood, very stony. | | | |  | | | |  Padwood-----------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | |  Tipler------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 527B: | | | |  Padwood-----------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 537D: | | | |  Newot, very stony. | | | |  | | | |  Newood, very stony. | | | |  | | | |  Cathro. | | | |  | | | | 
Table 8.--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 _____________________________________________________________________________________________________________ | | | | 545C: | | | |  Freeon, very stony. | | | |  | | | |  Antigo------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pine | | maple, Siberian | |  | | peashrub, common | |  | | lilac, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 555A. | | | |  Fordum | | | |  | | | | 560A: | | | |  Worwood-----------------| --- |American |White spruce--------|Eastern white pine,  | | cranberrybush, | | red maple, red  | | common lilac, silky| | pine, silver maple, | | dogwood, | | white ash  | | nannyberry, | |  | | northern | |  | | whitecedar, | |  | | redosier dogwood | |  | | | | 571E. | | | |  Pelissier | | | |  | | | | 612A: | | | |  Magnor, very stony. | | | |  | | | |  Ossmer------------------| --- |American |White spruce--------|Eastern white pine,  | | cranberrybush, | | red maple, red  | | common lilac, silky| | pine, silver maple, | | dogwood, | | white ash  | | nannyberry, | |  | | northern | |  | | whitecedar, | |  | | redosier dogwood | |  | | | | 623A. | | | |  Capitola, very stony | | | |  | | | | 
Table 8.--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 | |  | | whitecedar, | |  | | redosier dogwood | |  | | | | 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 | |  | | whitecedar | |  | | | | 637B, 637C. | | | |  Newood, very stony | | | |  | | | | 642B: | | | |  Pesabic, very stony. | | | |  | | | |  Capitola, very stony. | | | |  | | | |  Newood, very stony. | | | |  | | | | 648B: | | | |  Sconsin-----------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 683A: | | | |  Tipler------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 
Table 8.--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 _____________________________________________________________________________________________________________ | | | | 737D. | | | |  Santiago, very stony | | | |  | | | | 748A: | | | |  Brander-----------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pine | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 755A: | | | |  Moppet------------------| --- |American |White spruce--------|Eastern white pine,  | | cranberrybush, | | red maple, red  | | common lilac, silky| | pine, silver maple, | | dogwood, | | white ash  | | nannyberry, | |  | | northern | |  | | whitecedar, | |  | | redosier dogwood | |  | | | |  Fordum. | | | |  | | | | 757B: | | | |  Magnor, very stony. | | | |  | | | |  Freeon, very stony. | | | |  | | | |  Magnor------------------| --- |American |White spruce--------|Eastern white pine,  | | cranberrybush, | | red maple, red  | | common lilac, gray | | pine, silver maple, | | dogwood, northern | | white ash  | | whitecedar, | |  | | redosier dogwood, | |  | | silky dogwood | |  | | | |  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 | |  | | whitecedar | |  | | | | 
Table 8.--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 ____________________________________________________________________________________________________________ | | | | 766A: | | | |  Moppet------------------| --- |American |White spruce--------|Eastern white pine,  | | cranberrybush, | | red maple, red  | | common lilac, silky| | pine, silver maple | | dogwood, | | white ash  | | nannyberry, | |  | | northern | |  | | whitecedar, | |  | | redosier dogwood | |  | | | | 822A: | | | |  Comstock----------------| --- |American |White spruce--------|Eastern white pine,  | | cranberrybush, | | red maple, red  | | common lilac, silky| | pine, silver maple | | dogwood, | | white ash  | | nannyberry, | |  | | northern | |  | | whitecedar, | |  | | redosier dogwood | |  | | | |  Magnor, very stony. | | | |  | | | |  Ossmer------------------| --- |American |White spruce--------|Eastern white pine,  | | cranberrybush, | | red maple, red  | | common lilac, silky| | pine, silver maple | | dogwood, | | white ash  | | nannyberry, | |  | | northern | |  | | whitecedar, | |  | | redosier dogwood | |  | | | | 837E. | | | |  Newot, very stony | | | |  | | | | 848A: | | | |  Ribriver----------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, gray | |  | | dogwood, northern | |  | | whitecedar | |  | | | | 
Table 8.--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 _____________________________________________________________________________________________________________ | | | | 863B: | | | |  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 | |  | | whitecedar | |  | | | |  Freeon, very stony. | | | |  | | | |  Sconsin-----------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pine | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 923A: | | | |  Capitola, very stony. | | | |  | | | |  Cebana, very stony. | | | |  | | | | 956B. | | | |  Magnor, very stony | | | |  | | | | 957B, 957C. | | | |  Freeon, very stony | | | |  | | | | 2015. | | | |  Pits | | | |  | | | | 3011A. | | | |  Barronett | | | |  | | | | 3456A: | | | |  Magnor, very stony. | | | |  | | | | 
Table 8.--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 ____________________________________________________________________________________________________________ | | | | 3456A: | | | |  Magnor------------------| --- |American |White spruce--------|Eastern white pine,  | | cranberrybush, | | red maple, red  | | common lilac, | | pine, silver maple | | nannyberry, | | white ash  | | northern | |  | | whitecedar, | |  | | redosier dogwood, | |  | | silky dogwood | |  | | | | 3525C: | | | |  Newood, very stony. | | | |  | | | |  Padwood-----------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | |  Padus-------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 3546C: | | | |  Newood, very stony. | | | |  | | | |  Pence, very stony-------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 3556C: | | | |  Newood, very stony. | | | |  | | | |  Magnor, very stony. | | | |  | | | | 
Table 8.--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 ____________________________________________________________________________________________________________ | | | | 3556C: | | | |  Cathro. | | | |  | | | | 3561A: | | | |  Pesabic, very stony. | | | |  | | | |  Worwood-----------------| --- |American |White spruce--------|Eastern white pine,  | | cranberrybush, | | red maple, red  | | common lilac, silky| | pine, silver maple | | dogwood, | | white ash  | | nannyberry, | |  | | northern | |  | | whitecedar, | |  | | redosier dogwood | |  | | | |  Worcester---------------| --- |American |White spruce--------|Eastern white pine,  | | cranberrybush, | | red maple, silver  | | common lilac, silky| | maple, white ash  | | dogwood, common | |  | | ninebark, | |  | | nannyberry, | |  | | northern | |  | | whitecedar, | |  | | redosier dogwood | |  | | | | 3569C: | | | |  Newood, very stony. | | | |  | | | |  Pesabic, very stony. | | | |  | | | |  Cathro. | | | |  | | | | 3666B. | | | |  Pesabic, very stony | | | |  | | | | 3863C: | | | |  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 | |  | | whitecedar | |  | | | |  Freeon, very stony. | | | |  | | | | 
Table 8.--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 ____________________________________________________________________________________________________________ | | | | 3863C: | | | |  Antigo------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, Siberian | |  | | peashrub, common | |  | | lilac, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 9052A: | | | |  Cathro. | | | |  | | | |  Capitola, very stony. | | | |  | | | |  Lupton. | | | |  | | | | 9055A. | | | |  Loxley | | | |  | | | | 9060D. | | | |  Pelissier | | | |  | | | | 9071B, 9077C. | | | |  Freeon, very stony | | | |  | | | | 9078A: | | | |  Freeon, very stony. | | | |  | | | |  Magnor, very stony. | | | |  | | | |  Ossmer------------------| --- |American |White spruce--------|Eastern white pine,  | | cranberrybush, | | red maple, red  | | common lilac, silky| | pine, silver maple | | dogwood, | | white ash  | | nannyberry, | |  | | northern | |  | | whitecedar, | |  | | redosier dogwood | |  | | | | 9081C. | | | |  Newot, very stony | | | |  | | | | 9082B. | | | |  Newood, very stony | | | |  | | | | 
Table 8.--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 _____________________________________________________________________________________________________________ | | | | 9083A: | | | |  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 | |  | | whitecedar | |  | | | | 9083B: | | | |  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 | |  | | whitecedar | |  | | | | 9086A. | | | |  Freeon, very stony | | | |  | | | | 9087C: | | | |  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 | |  | | whitecedar | |  | | | |  Freeon, very stony. | | | |  | | | |  Newot, very stony. | | | |  | | | | 9088A: | | | |  Newood, very stony. | | | |  | | | |  Capitola, very stony. | | | |  | | | | 9089B: | | | |  Newood, very stony. | | | |  | | | |  Lupton. | | | |  | | | | 9090C: | | | |  Newood, very stony. | | | |  | | | |  Newot, very stony. | | | |  | | | |  Lupton. | | | |  | | | | 
Table 8.--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 ____________________________________________________________________________________________________________ | | | | 9092D. | | | |  Newot, very stony | | | |  | | | | 9093C: | | | |  Pence-------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | |  Padus-------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 9096C: | | | |  Newot, very stony. | | | |  | | | |  Pesabic, very stony. | | | |  | | | |  Lupton. | | | |  | | | | 9097B: | | | |  Newood, very stony. | | | |  | | | |  Padus, very stony-------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pin | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 
Table 8.--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 _____________________________________________________________________________________________________________ | | | | 9098A: | | | |  Oesterle----------------| --- |American |White spruce--------|Eastern white pine,  | | cranberrybush, | | red maple, red  | | common lilac, silky| | pine, silver maple, | | dogwood, | | white ash  | | nannyberry, | |  | | northern | |  | | whitecedar, | |  | | redosier dogwood | |  | | | | 9099B: | | | |  Antigo------------------|Manyflower |American |Norway spruce-------|Eastern white pine,  | cotoneaster | cranberrybush, Amur| | jack pine, red pine | | maple, common | |  | | lilac, Siberian | |  | | peashrub, gray | |  | | dogwood, northern | |  | | whitecedar, silky | |  | | dogwood | |  | | | | 9197C. | | | |  Pelissier | | | |  | | | | M-W. | | | |  Miscellaneous water | | | |  | | | | W. | | | |  Water | | | |  | | | | _____________________________________________________________________________________________________________
228 Soil Survey of

Table 9.--Conservation Tree/Shrub Suitability Groups

(Absence of an entry indicates that no conservation tree/shrub

 suitability group is assigned)

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | group _________________________________________________________________

 |

22A: |

 Comstock--------------| 10

 |

24A: |

 Poskin----------------| 10

 |

43B: |

 Antigo----------------| 6GA

 |

43C: |

 Antigo----------------| 6GA

 |

43D: |

 Antigo----------------| 6GA

 |

48B: |

 Brill-----------------| 2A

 |

57B: |

 Spencer---------------| 2A

 |

59A: |

 Almena----------------| 10

 |

63B: |

 Crystal Lake----------| 2A

 |

63C: |

 Crystal Lake----------| 2A

 |

63D: |

 Crystal Lake----------| 2A

 |

63E: |

 Crystal Lake----------| 2A

 |

77A: |

 Auburndale------------| 10

 |

182B: |

 Padus-----------------| 6GA

 |

182C: |

 Padus-----------------| 6GA

 |

182D: |

 Padus-----------------| 6GA

 |

192A: |

 Worcester-------------| 10

 |

193A: |

 Minocqua--------------| 10

 |

215B: |

 Pence-----------------| 6GA

 |
Taylor County, Wisconsin 229

 Table 9.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | group _________________________________________________________________

 |

215C: |

 Pence-----------------| 6GA

 |

215D: |

 Pence-----------------| 6GA

 |

308B: |

 Blackriver------------| 2A

 |

315A: |

 Rib-------------------| 10

 |

324A: |

 Maplehurst------------| 10

 |

337A: |

 Plover----------------| 10

 |

345B: |

 Freeon, very stony----| 2A

 |

 Sconsin---------------| 2A

 |

346E: |

 Newot, very stony-----| 6DA

 |

 Pence, very stony-----| 6GA

 |

355B: |

 Loyal-----------------| 2A

 |

355C: |

 Loyal-----------------| 2A

 |

356A: |

 Withee----------------| 10

 |

357A: |

 Marshfield------------| 10

 |

408A: |

 Lupton----------------| 10

 |

 Cathro----------------| 10

 |

414A: |

 Loxley----------------| 10

 |

 Beseman---------------| 10

 |

457B: |

 Freeon, very stony----| 2A

 |

 Freeon----------------| 2A

 |

457C: |

 Freeon, very stony----| 2A

 |

 Freeon----------------| 2A

 |

515A: |

 Manitowish------------| 2A

 |
230 Soil Survey of

 Table 9.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | group _________________________________________________________________

 |

525B: |

 Newood, very stony----| 2A

 |

 Padwood---------------| 2A

 |

 Tipler----------------| 2A

 |

527B: |

 Padwood---------------| 2A

 |

537D: |

 Newot, very stony-----| 6DA

 |

 Newood, very stony----| 2A

 |

 Cathro----------------| 10

 |

545C: |

 Freeon, very stony----| 2A

 |

 Antigo----------------| 6GA

 |

555A: |

 Fordum----------------| 10

 |

560A: |

 Worwood---------------| 10

 |

571E: |

 Pelissier-------------| 6A

 |

612A: |

 Magnor, very stony----| 10

 |

 Ossmer----------------| 10

 |

623A: |

 Capitola, very stony--| 10

 |

624A: |

 Ossmer----------------| 10

 |

632B: |

 Aftad-----------------| 2A

 |

637B: |

 Newood, very stony----| 2A

 |

637C: |

 Newood, very stony----| 2A

 |

642B: |

 Pesabic, very stony---| 10

 |

 Capitola, very stony--| 10

 |

 Newood, very stony----| 2A

 |

648B: |

 Sconsin---------------| 2A

 |

683A: |

 Tipler----------------| 2A

 |
Taylor County, Wisconsin 231

 Table 9.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | group _________________________________________________________________

 |

737D: |

 Santiago, very stony--| 6DA

 |

748A: |

 Brander---------------| 2A

 |

755A: |

 Moppet----------------| 2A

 |

 Fordum----------------| 10

 |

757B: |

 Magnor, very stony----| 10

 |

 Freeon, very stony----| 2A

 |

 Magnor----------------| 10

 |

 Freeon----------------| 2A

 |

766A: |

 Moppet----------------| 2A

 |

822A: |

 Comstock--------------| 10

 |

 Magnor, very stony----| 10

 |

 Ossmer----------------| 10

 |

837E: |

 Newot, very stony-----| 6DA

 |

848A: |

 Ribriver--------------| 2A

 |

863B: |

 Crystal Lake----------| 2A

 |

 Freeon, very stony----| 2A

 |

 Sconsin---------------| 2A

 |

923A: |

 Capitola, very stony--| 10

 |

 Cebana, very stony----| 10

 |

956B: |

 Magnor, very stony----| 10

 |

957B: |

 Freeon, very stony----| 2A

 |

957C: |

 Freeon, very stony----| 2A

 |

2015. |

 Pits |

 |

3011A: |

 Barronett-------------| 10

 |
232 Soil Survey of

 Table 9.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | group _________________________________________________________________

 |

3456A: |

 Magnor, very stony----| 10

 |

 Magnor----------------| 10

 |

3525C: |

 Newood, very stony----| 2A

 |

 Padwood---------------| 2A

 |

 Padus-----------------| 6GA

 |

3546C: |

 Newood, very stony----| 2A

 |

 Pence, very stony-----| 6GA

 |

3556C: |

 Newood, very stony----| 2A

 |

 Magnor, very stony----| 10

 |

 Cathro----------------| 10

 |

3561A: |

 Pesabic, very stony---| 10

 |

 Worwood---------------| 10

 |

 Worcester-------------| 10

 |

3569C: |

 Newood, very stony----| 2A

 |

 Pesabic, very stony---| 10

 |

 Cathro----------------| 10

 |

3666B: |

 Pesabic, very stony---| 10

 |

3863C: |

 Crystal Lake----------| 2A

 |

 Freeon, very stony----| 2A

 |

 Antigo----------------| 6A

 |

9052A: |

 Cathro----------------| 10

 |

 Capitola, very stony--| 10

 |

 Lupton----------------| 10

 |

9055A: |

 Loxley----------------| 10

 |

9060D: |

 Pelissier-------------| 6A

 |

9071B: |

 Freeon, very stony----| 2A

 |
Taylor County, Wisconsin 233

 Table 9.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | group _________________________________________________________________

 |

9077C: |

 Freeon, very stony----| 2A

 |

9078A: |

 Freeon, very stony----| 2A

 |

 Magnor, very stony----| 10

 |

 Ossmer----------------| 10

 |

9081C: |

 Newot, very stony-----| 6DA

 |

9082B: |

 Newood, very stony----| 2A

 |

9083A: |

 Crystal Lake----------| 2A

 |

9083B: |

 Crystal Lake----------| 2A

 |

9086A: |

 Freeon, very stony----| 2A

 |

9087C: |

 Crystal Lake----------| 2A

 |

 Freeon, very stony----| 2A

 |

 Newot, very stony-----| 6DA

 |

9088A: |

 Newood, very stony----| 2A

 |

 Capitola, very stony--| 10

 |

9089B: |

 Newood, very stony----| 2A

 |

 Lupton----------------| 10

 |

9090C: |

 Newood, very stony----| 2A

 |

 Newot, very stony-----| 6DA

 |

 Lupton----------------| 10

 |

9092D: |

 Newot, very stony-----| 6DA

 |

9093C: |

 Pence-----------------| 6GA

 |

 Padus-----------------| 6GA

 |

9096C: |

 Newot, very stony-----| 6DA

 |

 Pesabic, very stony---| 10

 |

 Lupton----------------| 10

 |
234 Soil Survey of

 Table 9.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | group _________________________________________________________________

 |

9097B: |

 Newood, very stony----| 2A

 |

 Padus, very stony-----| 6GA

 |

9098A: |

 Oesterle--------------| 10

 |

9099B: |

 Antigo----------------| 6GA

 |

9197C: |

 Pelissier-------------| 6A

 |

M-W. |

 Miscellaneous water |

 |

W. |

 Water |

 | _________________________________________________________________
Taylor County, Wisconsin 235

Table 10.--Forest Land Harvest Equipment Considerations

(Only the soils that are commonly used as forest land are listed. See text

 for a description of the considerations listed in this table)

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

22A: |

 Comstock---------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

24A: |

 Poskin-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

43B: |

 Antigo-----------------------| No major considerations

 |

43C: |

 Antigo-----------------------| No major considerations

 |

43D: |

 Antigo-----------------------| Slope

 |

48B: |

 Brill------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

57B: |

 Spencer----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

59A: |

 Almena-----------------------| 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

 |

63D: |

 Crystal Lake-----------------| Slope

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

63E: |

 Crystal Lake-----------------| Slope

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

77A: |

 Auburndale-------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

182B: |

 Padus------------------------| No major considerations

 |

182C: |

 Padus------------------------| No major considerations

 |

182D: |

 Padus------------------------| Slope

 |
236 Soil Survey of

Table 10.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

192A: |

 Worcester--------------------| Wetness

 |

193A: |

 Minocqua---------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

215B: |

 Pence------------------------| No major considerations

 |

215C: |

 Pence------------------------| No major considerations

 |

215D: |

 Pence------------------------| Slope

 |

308B: |

 Blackriver-------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

315A: |

 Rib--------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

324A: |

 Maplehurst-------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

337A: |

 Plover-----------------------| Wetness

 |

345B: |

 Freeon, very stony-----------| Wetness

 |

 Sconsin----------------------| Wetness

 |

346E: |

 Newot, very stony------------| Slope

 |

 Pence, very stony------------| Slope

 |

355B: |

 Loyal------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

355C: |

 Loyal------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

356A: |

 Withee-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

357A: |

 Marshfield-------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

408A: |

 Lupton-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Cathro-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |
Taylor County, Wisconsin 237

Table 10.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

414A: |

 Loxley-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Beseman----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

457B: |

 Freeon, very stony-----------| Wetness

 |

 Freeon-----------------------| Wetness

 |

457C: |

 Freeon, very stony-----------| Wetness

 |

 Freeon-----------------------| Wetness

 |

515A: |

 Manitowish-------------------| No major considerations

 |

525B: |

 Newood, very stony-----------| Wetness

 |

 Padwood----------------------| Wetness

 |

 Tipler-----------------------| No major considerations

 |

527B: |

 Padwood----------------------| Wetness

 |

537D: |

 Newot, very stony------------| Slope

 |

 Newood, very stony-----------| Wetness

 |

 Cathro-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

545C: |

 Freeon, very stony-----------| Wetness

 |

 Antigo-----------------------| No major considerations

 |

555A: |

 Fordum-----------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

560A: |

 Worwood----------------------| Wetness

 |

571E: |

 Pelissier--------------------| Slope

 |

612A: |

 Magnor, very stony-----------| Wetness

 |

 Ossmer-----------------------| Wetness

 |

623A: |

 Capitola, very stony---------| Wetness

 | Susceptible to rutting and wheel slippage

 |
238 Soil Survey of

Table 10.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

624A: |

 Ossmer-----------------------| Wetness

 |

632B: |

 Aftad------------------------| Wetness

 |

637B: |

 Newood, very stony-----------| Wetness

 |

637C: |

 Newood, very stony-----------| Wetness

 |

642B: |

 Pesabic, very stony----------| Wetness

 |

 Capitola, very stony---------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Newood, very stony-----------| Wetness

 |

648B: |

 Sconsin----------------------| Wetness

 |

683A: |

 Tipler-----------------------| No major considerations

 |

737D: |

 Santiago, very stony---------| Slope

 |

748A: |

 Brander----------------------| Susceptible to rutting and wheel slippage

 |

755A: |

 Moppet-----------------------| No major considerations

 |

 Fordum-----------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

757B: |

 Magnor, very stony-----------| Wetness

 |

 Freeon, very stony-----------| Wetness

 |

 Magnor-----------------------| Wetness

 |

 Freeon-----------------------| Wetness

 |

766A: |

 Moppet-----------------------| No major considerations

 |

822A: |

 Comstock---------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Magnor, very stony-----------| Wetness

 |

 Ossmer-----------------------| Wetness

 |

837E: |

 Newot, very stony------------| Slope

 |

848A: |

 Ribriver---------------------| Susceptible to rutting and wheel slippage

 |
Taylor County, Wisconsin 239

Table 10.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

863B: |

 Crystal Lake-----------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Freeon, very stony-----------| Wetness

 |

 Sconsin----------------------| Wetness

 |

923A: |

 Capitola, very stony---------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Cebana, very stony-----------| Wetness

 |

956B: |

 Magnor, very stony-----------| Wetness

 |

957B: |

 Freeon, very stony-----------| Wetness

 |

957C: |

 Freeon, very stony-----------| Wetness

 |

3011A: |

 Barronett--------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

3456A: |

 Magnor, very stony-----------| Wetness

 |

 Magnor-----------------------| Wetness

 |

3525C: |

 Newood, very stony-----------| Wetness

 |

 Padwood----------------------| Wetness

 |

 Padus------------------------| No major considerations

 |

3546C: |

 Newood, very stony-----------| Wetness

 |

 Pence, very stony------------| No major considerations

 |

3556C: |

 Newood, very stony-----------| Wetness

 |

 Magnor, very stony-----------| Wetness

 |

 Cathro-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

3561A: |

 Pesabic, very stony----------| Wetness

 |

 Worwood----------------------| Wetness

 |

 Worcester--------------------| Wetness

 |

3569C: |

 Newood, very stony-----------| Wetness

 |

 Pesabic, very stony----------| Wetness

 |
240 Soil Survey of

Table 10.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

3569C: |

 Cathro-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

3666B: |

 Pesabic, very stony----------| Wetness

 |

3863C: |

 Crystal Lake-----------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Freeon, very stony-----------| Wetness

 |

 Antigo-----------------------| No major considerations

 |

9052A: |

 Cathro-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Capitola, very stony---------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Lupton-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

9055A: |

 Loxley-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

9060D: |

 Pelissier--------------------| Slope

 |

9071B: |

 Freeon, very stony-----------| Wetness

 |

9077C: |

 Freeon, very stony-----------| Slope

 | Wetness

 |

9078A: |

 Freeon, very stony-----------| Wetness

 |

 Magnor, very stony-----------| Wetness

 |

 Ossmer-----------------------| Wetness

 |

9081C: |

 Newot, very stony------------| Slope

 |

9082B: |

 Newood, very stony-----------| Wetness

 |

9083A: |

 Crystal Lake-----------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

9083B: |

 Crystal Lake-----------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

9086A: |

 Freeon, very stony-----------| Wetness

 |
Taylor County, Wisconsin 241

Table 10.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

9087C: |

 Crystal Lake-----------------| Slope

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

 Freeon, very stony-----------| Wetness

 |

 Newot, very stony------------| Slope

 |

9088A: |

 Newood, very stony-----------| Wetness

 |

 Capitola, very stony---------| Wetness

 | Susceptible to rutting and wheel slippage

 |

9089B: |

 Newood, very stony-----------| Wetness

 |

 Lupton-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

9090C: |

 Newood, very stony-----------| Wetness

 |

 Newot, very stony------------| Slope

 |

 Lupton-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

9092D: |

 Newot, very stony------------| Slope

 |

9093C: |

 Pence------------------------| Slope

 |

 Padus------------------------| Slope

 |

9096C: |

 Newot, very stony------------| Slope

 |

 Pesabic, very stony----------| Wetness

 |

 Lupton-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

9097B: |

 Newood, very stony-----------| Wetness

 |

 Padus, very stony------------| No major considerations

 |

9098A: |

 Oesterle---------------------| Wetness

 |

9099B: |

 Antigo-----------------------| No major considerations

 |

9197C: |

 Pelissier--------------------| Slope

 | __________________________________________________________________________
242 Soil Survey of

Table 11.--Forest Haul Road Considerations

(Only the soils that are commonly used as forest land are listed. See text

 for a description of the considerations listed in this table)

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

22A: |

 Comstock---------------------| Wetness

 | Low bearing strength

 |

24A: |

 Poskin-----------------------| Wetness

 | Low bearing strength

 |

43B: |

 Antigo-----------------------| No major considerations

 |

43C: |

 Antigo-----------------------| Slope

 |

43D: |

 Antigo-----------------------| Slope

 |

48B: |

 Brill------------------------| Wetness

 | Low bearing strength

 |

57B: |

 Spencer----------------------| Wetness

 | Low bearing strength

 |

59A: |

 Almena-----------------------| Wetness

 | Low bearing strength

 |

63B: |

 Crystal Lake-----------------| Wetness

 | Low bearing strength

 |

63C: |

 Crystal Lake-----------------| Slope

 | Wetness

 | Low bearing strength

 |

63D: |

 Crystal Lake-----------------| Slope

 | Wetness

 | Low bearing strength

 |

63E: |

 Crystal Lake-----------------| Slope

 | Wetness

 | Low bearing strength

 |

77A: |

 Auburndale-------------------| Wetness

 | Low bearing strength

 |

182B: |

 Padus------------------------| No major considerations

 |

182C: |

 Padus------------------------| Slope

 |

182D: |

 Padus------------------------| Slope

 |
Taylor County, Wisconsin 243

Table 11.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

192A: |

 Worcester--------------------| Wetness

 |

193A: |

 Minocqua---------------------| Wetness

 | Low bearing strength

 |

215B: |

 Pence------------------------| No major considerations

 |

215C: |

 Pence------------------------| Slope

 |

215D: |

 Pence------------------------| Slope

 |

308B: |

 Blackriver-------------------| Wetness

 | Low bearing strength

 |

315A: |

 Rib--------------------------| Wetness

 | Low bearing strength

 |

324A: |

 Maplehurst-------------------| Wetness

 | Low bearing strength

 |

337A: |

 Plover-----------------------| Wetness

 |

345B: |

 Freeon, very stony-----------| Wetness

 |

 Sconsin----------------------| Wetness

 |

346E: |

 Newot, very stony------------| Slope

 |

 Pence, very stony------------| Slope

 |

355B: |

 Loyal------------------------| Wetness

 | Low bearing strength

 |

355C: |

 Loyal------------------------| Slope

 | Wetness

 | Low bearing strength

 |

356A: |

 Withee-----------------------| Wetness

 | Low bearing strength

 |

357A: |

 Marshfield-------------------| Wetness

 | Low bearing strength

 |

408A: |

 Lupton-----------------------| Wetness

 | Low bearing strength

 |

 Cathro-----------------------| Wetness

 | Low bearing strength

 |
244 Soil Survey of

Table 11.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

414A: |

 Loxley-----------------------| Wetness

 | Low bearing strength

 |

 Beseman----------------------| Wetness

 | Low bearing strength

 |

457B: |

 Freeon, very stony-----------| Wetness

 |

 Freeon-----------------------| Wetness

 |

457C: |

 Freeon, very stony-----------| Slope

 | Wetness

 |

 Freeon-----------------------| Slope

 | Wetness

 |

515A: |

 Manitowish-------------------| No major considerations

 |

525B: |

 Newood, very stony-----------| Wetness

 |

 Padwood----------------------| Wetness

 |

 Tipler-----------------------| No major considerations

 |

527B: |

 Padwood----------------------| Wetness

 |

537D: |

 Newot, very stony------------| Slope

 |

 Newood, very stony-----------| Slope

 | Wetness

 |

 Cathro-----------------------| Wetness

 | Low bearing strength

 |

545C: |

 Freeon, very stony-----------| Slope

 | Wetness

 |

 Antigo-----------------------| Slope

 |

555A: |

 Fordum-----------------------| Flooding

 | Wetness

 | Low bearing strength

 |

560A: |

 Worwood----------------------| Wetness

 |

571E: |

 Pelissier--------------------| Slope

 |

612A: |

 Magnor, very stony-----------| Wetness

 |

 Ossmer-----------------------| Wetness

 |
Taylor County, Wisconsin 245

Table 11.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

623A: |

 Capitola, very stony---------| Wetness

 | Low bearing strength

 |

624A: |

 Ossmer-----------------------| Wetness

 |

632B: |

 Aftad------------------------| Wetness

 |

637B: |

 Newood, very stony-----------| Wetness

 |

637C: |

 Newood, very stony-----------| Slope

 | Wetness

 |

642B: |

 Pesabic, very stony----------| Wetness

 |

 Capitola, very stony---------| Wetness

 | Low bearing strength

 |

 Newood, very stony-----------| Wetness

 |

648B: |

 Sconsin----------------------| Wetness

 |

683A: |

 Tipler-----------------------| No major considerations

 |

737D: |

 Santiago, very stony---------| Slope

 |

748A: |

 Brander----------------------| Low bearing strength

 |

755A: |

 Moppet-----------------------| No major considerations

 |

 Fordum-----------------------| Flooding

 | Wetness

 | Low bearing strength

 |

757B: |

 Magnor, very stony-----------| Wetness

 |

 Freeon, very stony-----------| Wetness

 |

 Magnor-----------------------| Wetness

 |

 Freeon-----------------------| Wetness

 |

766A: |

 Moppet-----------------------| No major considerations

 |

822A: |

 Comstock---------------------| Wetness

 | Low bearing strength

 |

 Magnor, very stony-----------| Wetness

 |

 Ossmer-----------------------| Wetness

 |
246 Soil Survey of

Table 11.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

837E: |

 Newot, very stony------------| Slope

 |

848A: |

 Ribriver---------------------| Low bearing strength

 |

863B: |

 Crystal Lake-----------------| Wetness

 | Low bearing strength

 |

 Freeon, very stony-----------| Wetness

 |

 Sconsin----------------------| Wetness

 |

923A: |

 Capitola, very stony---------| Wetness

 | Low bearing strength

 |

 Cebana, very stony-----------| Wetness

 |

956B: |

 Magnor, very stony-----------| Wetness

 |

957B: |

 Freeon, very stony-----------| Wetness

 |

957C: |

 Freeon, very stony-----------| Slope

 | Wetness

 |

3011A: |

 Barronett--------------------| Wetness

 | Low bearing strength

 |

3456A: |

 Magnor, very stony-----------| Wetness

 |

 Magnor-----------------------| Wetness

 |

3525C: |

 Newood, very stony-----------| Slope

 | Wetness

 |

 Padwood----------------------| Slope

 | Wetness

 |

 Padus------------------------| Slope

 |

3546C: |

 Newood, very stony-----------| Slope

 | Wetness

 |

 Pence, very stony------------| Slope

 |

3556C: |

 Newood, very stony-----------| Slope

 | Wetness

 |

 Magnor, very stony-----------| Wetness

 |

 Cathro-----------------------| Wetness

 | Low bearing strength

 |
Taylor County, Wisconsin 247

Table 11.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

3561A: |

 Pesabic, very stony----------| Wetness

 |

 Worwood----------------------| Wetness

 |

 Worcester--------------------| Wetness

 |

3569C: |

 Newood, very stony-----------| Slope

 | Wetness

 |

 Pesabic, very stony----------| Wetness

 |

 Cathro-----------------------| Wetness

 | Low bearing strength

 |

3666B: |

 Pesabic, very stony----------| Wetness

 |

3863C: |

 Crystal Lake-----------------| Slope

 | Wetness

 | Low bearing strength

 |

 Freeon, very stony-----------| Slope

 | Wetness

 |

 Antigo-----------------------| Slope

 |

9052A: |

 Cathro-----------------------| Wetness

 | Low bearing strength

 |

 Capitola, very stony---------| Wetness

 | Low bearing strength

 |

 Lupton-----------------------| Wetness

 | Low bearing strength

 |

9055A: |

 Loxley-----------------------| Wetness

 | Low bearing strength

 |

9060D: |

 Pelissier--------------------| Slope

 |

9071B: |

 Freeon, very stony-----------| Slope

 | Wetness

 |

9077C: |

 Freeon, very stony-----------| Slope

 | Wetness

 |

9078A: |

 Freeon, very stony-----------| Wetness

 |

 Magnor, very stony-----------| Wetness

 |

 Ossmer-----------------------| Wetness

 |

9081C: |

 Newot, very stony------------| Slope

 |
248 Soil Survey of

Table 11.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

9082B: |

 Newood, very stony-----------| Slope

 | Wetness

 |

9083A: |

 Crystal Lake-----------------| Wetness

 | Low bearing strength

 |

9083B: |

 Crystal Lake-----------------| Slope

 | Wetness

 | Low bearing strength

 |

9086A: |

 Freeon, very stony-----------| Wetness

 |

9087C: |

 Crystal Lake-----------------| Slope

 | Wetness

 | Low bearing strength

 |

 Freeon, very stony-----------| Slope

 | Wetness

 |

 Newot, very stony------------| Slope

 |

9088A: |

 Newood, very stony-----------| Wetness

 |

 Capitola, very stony---------| Wetness

 | Low bearing strength

 |

9089B: |

 Newood, very stony-----------| Slope

 | Wetness

 |

 Lupton-----------------------| Wetness

 | Low bearing strength

 |

9090C: |

 Newood, very stony-----------| Slope

 | Wetness

 |

 Newot, very stony------------| Slope

 |

 Lupton-----------------------| Wetness

 | Low bearing strength

 |

9092D: |

 Newot, very stony------------| Slope

 |

9093C: |

 Pence------------------------| Slope

 |

 Padus------------------------| Slope

 |

9096C: |

 Newot, very stony------------| Slope

 |

 Pesabic, very stony----------| Wetness

 |

 Lupton-----------------------| Wetness

 | Low bearing strength

 |
Taylor County, Wisconsin 249

Table 11.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

9097B: |

 Newood, very stony-----------| Slope

 | Wetness

 |

 Padus, very stony------------| Slope

 |

9098A: |

 Oesterle---------------------| Wetness

 |

9099B: |

 Antigo-----------------------| Slope

 |

9197C: |

 Pelissier--------------------| Slope

 | __________________________________________________________________________
250 Soil Survey of

Table 12.--Forest Log Landing Considerations

(Only the soils that are commonly used as forest land are listed. See

 text for a description of the considerations listed in this table)

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

22A: |

 Comstock---------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

24A: |

 Poskin-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

43B: |

 Antigo-----------------------| No major considerations

 |

43C: |

 Antigo-----------------------| Slope

 |

43D: |

 Antigo-----------------------| Slope

 |

48B: |

 Brill------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

57B: |

 Spencer----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

59A: |

 Almena-----------------------| 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

 |

63D: |

 Crystal Lake-----------------| Slope

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

63E: |

 Crystal Lake-----------------| Slope

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

77A: |

 Auburndale-------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

182B: |

 Padus------------------------| No major considerations

 |

182C: |

 Padus------------------------| Slope

 |

182D: |

 Padus------------------------| Slope

 |
Taylor County, Wisconsin 251

Table 12.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

192A: |

 Worcester--------------------| Wetness

 |

193A: |

 Minocqua---------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

215B: |

 Pence------------------------| No major considerations

 |

215C: |

 Pence------------------------| Slope

 |

215D: |

 Pence------------------------| Slope

 |

308B: |

 Blackriver-------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

315A: |

 Rib--------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

324A: |

 Maplehurst-------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

337A: |

 Plover-----------------------| Wetness

 |

345B: |

 Freeon, very stony-----------| Wetness

 |

 Sconsin----------------------| Wetness

 |

346E: |

 Newot, very stony------------| Slope

 |

 Pence, very stony------------| Slope

 |

355B: |

 Loyal------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

355C: |

 Loyal------------------------| Slope

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

356A: |

 Withee-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

357A: |

 Marshfield-------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

408A: |

 Lupton-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Cathro-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |
252 Soil Survey of

Table 12.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

414A: |

 Loxley-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Beseman----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

457B: |

 Freeon, very stony-----------| Wetness

 |

 Freeon-----------------------| Wetness

 |

457C: |

 Freeon, very stony-----------| Slope

 | Wetness

 |

 Freeon-----------------------| Slope

 | Wetness

 |

515A: |

 Manitowish-------------------| No major considerations

 |

525B: |

 Newood, very stony-----------| Wetness

 |

 Padwood----------------------| Wetness

 |

 Tipler-----------------------| No major considerations

 |

527B: |

 Padwood----------------------| Wetness

 |

537D: |

 Newot, very stony------------| Slope

 |

 Newood, very stony-----------| Slope

 | Wetness

 |

 Cathro-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

545C: |

 Freeon, very stony-----------| Slope

 | Wetness

 |

 Antigo-----------------------| Slope

 |

555A: |

 Fordum-----------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

560A: |

 Worwood----------------------| Wetness

 |

571E: |

 Pelissier--------------------| Slope

 |

612A: |

 Magnor, very stony-----------| Wetness

 |

 Ossmer-----------------------| Wetness

 |
Taylor County, Wisconsin 253

Table 12.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

623A: |

 Capitola, very stony---------| Wetness

 | Susceptible to rutting and wheel slippage

 |

624A: |

 Ossmer-----------------------| Wetness

 |

632B: |

 Aftad------------------------| Wetness

 |

637B: |

 Newood, very stony-----------| Wetness

 |

637C: |

 Newood, very stony-----------| Slope

 | Wetness

 |

642B: |

 Pesabic, very stony----------| Wetness

 |

 Capitola, very stony---------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Newood, very stony-----------| Wetness

 |

648B: |

 Sconsin----------------------| Wetness

 |

683A: |

 Tipler-----------------------| No major considerations

 |

737D: |

 Santiago, very stony---------| Slope

 |

748A: |

 Brander----------------------| Susceptible to rutting and wheel slippage

 |

755A: |

 Moppet-----------------------| Flooding

 |

 Fordum-----------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

757B: |

 Magnor, very stony-----------| Wetness

 |

 Freeon, very stony-----------| Wetness

 |

 Magnor-----------------------| Wetness

 |

 Freeon-----------------------| Wetness

 |

766A: |

 Moppet-----------------------| Flooding

 |

822A: |

 Comstock---------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Magnor, very stony-----------| Wetness

 |

 Ossmer-----------------------| Wetness

 |
254 Soil Survey of

Table 12.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

837E: |

 Newot, very stony------------| Slope

 |

848A: |

 Ribriver---------------------| Susceptible to rutting and wheel slippage

 |

863B: |

 Crystal Lake-----------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Freeon, very stony-----------| Wetness

 |

 Sconsin----------------------| Wetness

 |

923A: |

 Capitola, very stony---------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Cebana, very stony-----------| Wetness

 |

956B: |

 Magnor, very stony-----------| Wetness

 |

957B: |

 Freeon, very stony-----------| Wetness

 |

957C: |

 Freeon, very stony-----------| Slope

 | Wetness

 |

3011A: |

 Barronett--------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

3456A: |

 Magnor, very stony-----------| Wetness

 |

 Magnor-----------------------| Wetness

 |

3525C: |

 Newood, very stony-----------| Slope

 | Wetness

 |

 Padwood----------------------| Slope

 | Wetness

 |

 Padus------------------------| Slope

 |

3546C: |

 Newood, very stony-----------| Slope

 | Wetness

 |

 Pence, very stony------------| Slope

 |

3556C: |

 Newood, very stony-----------| Slope

 | Wetness

 |

 Magnor, very stony-----------| Wetness

 |

 Cathro-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |
Taylor County, Wisconsin 255

Table 12.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

3561A: |

 Pesabic, very stony----------| Wetness

 |

 Worwood----------------------| Wetness

 |

 Worcester--------------------| Wetness

 |

3569C: |

 Newood, very stony-----------| Slope

 | Wetness

 |

 Pesabic, very stony----------| Wetness

 |

 Cathro-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

3666B: |

 Pesabic, very stony----------| Wetness

 |

3863C: |

 Crystal Lake-----------------| Slope

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

 Freeon, very stony-----------| Slope

 | Wetness

 |

 Antigo-----------------------| Slope

 |

9052A: |

 Cathro-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Capitola, very stony---------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Lupton-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

9055A: |

 Loxley-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

9060D: |

 Pelissier--------------------| Slope

 |

9071B: |

 Freeon, very stony-----------| Slope

 | Wetness

 |

9077C: |

 Freeon, very stony-----------| Slope

 | Wetness

 |

9078A: |

 Freeon, very stony-----------| Wetness

 |

 Magnor, very stony-----------| Wetness

 |

 Ossmer-----------------------| Wetness

 |

9081C: |

 Newot, very stony------------| Slope

 |
256 Soil Survey of

Table 12.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

9082B: |

 Newood, very stony-----------| Slope

 | Wetness

 |

9083A: |

 Crystal Lake-----------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

9083B: |

 Crystal Lake-----------------| Slope

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

9086A: |

 Freeon, very stony-----------| Wetness

 |

9087C: |

 Crystal Lake-----------------| Slope

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

 Freeon, very stony-----------| Slope

 | Wetness

 |

 Newot, very stony------------| Slope

 |

9088A: |

 Newood, very stony-----------| Wetness

 |

 Capitola, very stony---------| Wetness

 | Susceptible to rutting and wheel slippage

 |

9089B: |

 Newood, very stony-----------| Wetness

 |

 Lupton-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

9090C: |

 Newood, very stony-----------| Slope

 | Wetness

 |

 Newot, very stony------------| Slope

 |

 Lupton-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

9092D: |

 Newot, very stony------------| Slope

 |

9093C: |

 Pence------------------------| Slope

 |

 Padus------------------------| Slope

 |

9096C: |

 Newot, very stony------------| Slope

 |

 Pesabic, very stony----------| Wetness

 |

 Lupton-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |
Taylor County, Wisconsin 257

Table 12.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

9097B: |

 Newood, very stony-----------| Slope

 | Wetness

 |

 Padus, very stony------------| Slope

 |

9098A: |

 Oesterle---------------------| Wetness

 |

9099B: |

 Antigo-----------------------| Slope

 |

9197C: |

 Pelissier--------------------| Slope

 | __________________________________________________________________________
258 Soil Survey of

Table 13.--Forest Land Site Preparation and Planting Considerations

(Only the soils that are commonly used as forest land are listed. See

 text for a description of the considerations listed in this table)

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

22A: |

 Comstock---------------------| Wetness

 | Potential poor tilth and compaction

 |

24A: |

 Poskin-----------------------| Wetness

 | Cobbly surface

 |

43B: |

 Antigo-----------------------| Cobbly surface

 |

43C: |

 Antigo-----------------------| Cobbly surface

 | Water erosion

 |

43D: |

 Antigo-----------------------| Slope

 | Cobbly surface

 | Water erosion

 |

48B: |

 Brill------------------------| Wetness

 | Cobbly surface

 |

57B: |

 Spencer----------------------| Wetness

 | Cobbly surface

 |

59A: |

 Almena-----------------------| Wetness

 | Cobbly surface

 |

63B: |

 Crystal Lake-----------------| Wetness

 | Potential poor tilth and compaction

 |

63C: |

 Crystal Lake-----------------| Wetness

 | Water erosion

 | Potential poor tilth and compaction

 |

63D: |

 Crystal Lake-----------------| Slope

 | Wetness

 | Water erosion

 | Potential poor tilth and compaction

 |

63E: |

 Crystal Lake-----------------| Slope

 | Wetness

 | Water erosion

 | Potential poor tilth and compaction

 |

77A: |

 Auburndale-------------------| Wetness

 | Cobbly surface

 | Potential poor tilth and compaction

 |

182B: |

 Padus------------------------| Cobbly surface

 |
Taylor County, Wisconsin 259

Table 13.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

182C: |

 Padus------------------------| Cobbly surface

 | Water erosion

 |

182D: |

 Padus------------------------| Slope

 | 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

 |

308B: |

 Blackriver-------------------| Wetness

 | Cobbly surface

 |

315A: |

 Rib--------------------------| Wetness

 | Cobbly surface

 | Potential poor tilth and compaction

 |

324A: |

 Maplehurst-------------------| Wetness

 | Cobbly surface

 |

337A: |

 Plover-----------------------| Wetness

 |

345B: |

 Freeon, very stony-----------| Wetness

 | Surface stones

 |

 Sconsin----------------------| Wetness

 | Cobbly surface

 |

346E: |

 Newot, very stony------------| Slope

 | Surface stones

 | Water erosion

 |

 Pence, very stony------------| Slope

 | Surface stones

 | Cobbly surface

 | Water erosion

 |
260 Soil Survey of

Table 13.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

355B: |

 Loyal------------------------| Wetness

 | Cobbly surface

 |

355C: |

 Loyal------------------------| Wetness

 | Cobbly surface

 | Water erosion

 |

356A: |

 Withee-----------------------| Wetness

 | Cobbly surface

 |

357A: |

 Marshfield-------------------| Wetness

 | Cobbly surface

 | Potential poor tilth and compaction

 |

408A: |

 Lupton-----------------------| Wetness

 |

 Cathro-----------------------| Wetness

 |

414A: |

 Loxley-----------------------| Wetness

 |

 Beseman----------------------| Wetness

 |

457B: |

 Freeon, very stony-----------| Wetness

 | Surface stones

 |

 Freeon-----------------------| Wetness

 | Cobbly surface

 |

457C: |

 Freeon, very stony-----------| Wetness

 | Surface stones

 | Water erosion

 |

 Freeon-----------------------| Wetness

 | Cobbly surface

 | Water erosion

 |

515A: |

 Manitowish-------------------| Cobbly surface

 |

525B: |

 Newood, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 |

 Padwood----------------------| Wetness

 |

 Tipler-----------------------| Cobbly surface

 |

527B: |

 Padwood----------------------| Wetness

 |

537D: |

 Newot, very stony------------| Slope

 | Surface stones

 | Water erosion

 |
Taylor County, Wisconsin 261

Table 13.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

537D: |

 Newood, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

 Cathro-----------------------| Wetness

 |

545C: |

 Freeon, very stony-----------| Wetness

 | Surface stones

 | Water erosion

 |

 Antigo-----------------------| Cobbly surface

 | Water erosion

 |

555A: |

 Fordum-----------------------| Flooding

 | Wetness

 | Cobbly surface

 | Potential poor tilth and compaction

 |

560A: |

 Worwood----------------------| Wetness

 |

571E: |

 Pelissier--------------------| Slope

 | Water erosion

 |

612A: |

 Magnor, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 |

 Ossmer-----------------------| Wetness

 | Cobbly surface

 |

623A: |

 Capitola, very stony---------| Wetness

 | Surface stones

 |

624A: |

 Ossmer-----------------------| Wetness

 | Cobbly surface

 |

632B: |

 Aftad------------------------| Wetness

 |

637B: |

 Newood, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 |

637C: |

 Newood, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

642B: |

 Pesabic, very stony----------| Wetness

 | Surface stones

 |
262 Soil Survey of

Table 13.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

642B: |

 Capitola, very stony---------| Wetness

 | Surface stones

 |

 Newood, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 |

648B: |

 Sconsin----------------------| Wetness

 | Cobbly surface

 |

683A: |

 Tipler-----------------------| Cobbly surface

 |

737D: |

 Santiago, very stony---------| Slope

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

748A: |

 Brander----------------------| Cobbly surface

 |

755A: |

 Moppet-----------------------| No major considerations

 |

 Fordum-----------------------| Flooding

 | Wetness

 | Cobbly surface

 | Potential poor tilth and compaction

 |

757B: |

 Magnor, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 |

 Freeon, very stony-----------| Wetness

 | Surface stones

 |

 Magnor-----------------------| Wetness

 | Cobbly surface

 |

 Freeon-----------------------| Wetness

 | Cobbly surface

 |

766A: |

 Moppet-----------------------| No major considerations

 |

822A: |

 Comstock---------------------| Wetness

 | Potential poor tilth and compaction

 |

 Magnor, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 |

 Ossmer-----------------------| Wetness

 | Cobbly surface

 |

837E: |

 Newot, very stony------------| Slope

 | Surface stones

 | Water erosion

 |
Taylor County, Wisconsin 263

Table 13.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

848A: |

 Ribriver---------------------| Cobbly surface

 |

863B: |

 Crystal Lake-----------------| Wetness

 | Potential poor tilth and compaction

 |

 Freeon, very stony-----------| Wetness

 | Surface stones

 |

 Sconsin----------------------| Wetness

 | Cobbly surface

 |

923A: |

 Capitola, very stony---------| Wetness

 | Surface stones

 |

 Cebana, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 |

956B: |

 Magnor, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 |

957B: |

 Freeon, very stony-----------| Wetness

 | Surface stones

 |

957C: |

 Freeon, very stony-----------| Wetness

 | Surface stones

 | Water erosion

 |

3011A: |

 Barronett--------------------| Wetness

 | Potential poor tilth and compaction

 |

3456A: |

 Magnor, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 |

 Magnor-----------------------| Wetness

 | Cobbly surface

 |

3525C: |

 Newood, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

 Padwood----------------------| Wetness

 | Water erosion

 |

 Padus------------------------| Cobbly surface

 | Water erosion

 |
264 Soil Survey of

Table 13.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

3546C: |

 Newood, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

 Pence, very stony------------| Surface stones

 | Cobbly surface

 | Water erosion

 |

3556C: |

 Newood, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

 Magnor, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 |

 Cathro-----------------------| Wetness

 |

3561A: |

 Pesabic, very stony----------| Wetness

 | Surface stones

 |

 Worwood----------------------| Wetness

 |

 Worcester--------------------| Wetness

 | Cobbly surface

 |

3569C: |

 Newood, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

 Pesabic, very stony----------| Wetness

 | Surface stones

 |

 Cathro-----------------------| Wetness

 |

3666B: |

 Pesabic, very stony----------| Wetness

 | Surface stones

 |

3863C: |

 Crystal Lake-----------------| Wetness

 | Water erosion

 | Potential poor tilth and compaction

 |

 Freeon, very stony-----------| Wetness

 | Surface stones

 | Water erosion

 |

 Antigo-----------------------| Cobbly surface

 | Water erosion

 |

9052A: |

 Cathro-----------------------| Wetness

 |

 Capitola, very stony---------| Wetness

 | Surface stones

 |
Taylor County, Wisconsin 265

Table 13.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

9052A: |

 Lupton-----------------------| Wetness

 |

9055A: |

 Loxley-----------------------| Wetness

 |

9060D: |

 Pelissier--------------------| Slope

 | Water erosion

 |

9071B: |

 Freeon, very stony-----------| Wetness

 | Surface stones

 | Water erosion

 |

9077C: |

 Freeon, very stony-----------| Slope

 | Wetness

 | Surface stones

 | Water erosion

 |

9078A: |

 Freeon, very stony-----------| Wetness

 | Surface stones

 |

 Magnor, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 |

 Ossmer-----------------------| Wetness

 | Cobbly surface

 |

9081C: |

 Newot, very stony------------| Slope

 | Surface stones

 | Water erosion

 |

9082B: |

 Newood, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

9083A: |

 Crystal Lake-----------------| Wetness

 | Potential poor tilth and compaction

 |

9083B: |

 Crystal Lake-----------------| Wetness

 | Water erosion

 | Potential poor tilth and compaction

 |

9086A: |

 Freeon, very stony-----------| Wetness

 | Surface stones

 |

9087C: |

 Crystal Lake-----------------| Slope

 | Wetness

 | Water erosion

 | Potential poor tilth and compaction

 |
266 Soil Survey of

Table 13.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

9087C: |

 Freeon, very stony-----------| Wetness

 | Surface stones

 | Water erosion

 |

 Newot, very stony------------| Slope

 | Surface stones

 | Water erosion

 |

9088A: |

 Newood, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 |

 Capitola, very stony---------| Wetness

 | Surface stones

 |

9089B: |

 Newood, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

 Lupton-----------------------| Wetness

 |

9090C: |

 Newood, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

 Newot, very stony------------| Slope

 | Surface stones

 | Water erosion

 |

 Lupton-----------------------| Wetness

 |

9092D: |

 Newot, very stony------------| Slope

 | Surface stones

 | Water erosion

 |

9093C: |

 Pence------------------------| Slope

 | Cobbly surface

 | Water erosion

 |

 Padus------------------------| Slope

 | Cobbly surface

 | Water erosion

 |

9096C: |

 Newot, very stony------------| Slope

 | Surface stones

 | Water erosion

 |

 Pesabic, very stony----------| Wetness

 | Surface stones

 |

 Lupton-----------------------| Wetness

 |
Taylor County, Wisconsin 267

Table 13.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

9097B: |

 Newood, very stony-----------| Wetness

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

 Padus, very stony------------| Surface stones

 | Cobbly surface

 | Water erosion

 |

9098A: |

 Oesterle---------------------| Wetness

 |

9099B: |

 Antigo-----------------------| Water erosion

 |

9197C: |

 Pelissier--------------------| Slope

 | Water erosion

 | __________________________________________________________________________
268 Soil Survey of

Table 14.--Forest Productivity

(Only the soils that are commonly used as forest land are listed. See text for

 definitions of terms used in this table)

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 soil name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

22A: | | | |

 Comstock----------------|American basswood---| --- | --- |Eastern white pine,

 |American elm--------| --- | --- | red pine, white

 |American hornbeam---| --- | --- | spruce

 |Balsam fir----------| --- | --- |

 |Paper birch---------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 61 | 43 |

 |Sugar maple---------| 65 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

24A: | | | |

 Poskin------------------|Eastern hemlock-----| --- | --- |Black spruce, red

 |Red maple-----------| 65 | 43 | maple, white ash,

 |White ash-----------| --- | --- | white spruce

 | | | |

43B: | | | |

 Antigo------------------|American basswood---| 69 | 57 |Eastern white pine,

 |Bigtooth aspen------| --- | --- | red pine, white

 |Eastern white pine--| --- | --- | spruce

 |Northern red oak----| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Sugar maple---------| 66 | 43 |

 |White ash-----------| 74 | 72 |

 |Yellow birch--------| 71 | 43 |

 | | | |

43C: | | | |

 Antigo------------------|American basswood---| 69 | 57 |Eastern white pine,

 |Bigtooth aspen------| --- | --- | red pine, white

 |Eastern white pine--| --- | --- | spruce

 |Northern red oak----| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Sugar maple---------| 66 | 43 |

 |White ash-----------| 74 | 72 |

 |Yellow birch--------| 71 | 43 |

 | | | |

43D: | | | |

 Antigo------------------|American basswood---| 69 | 57 |Eastern white pine,

 |Bigtooth aspen------| --- | --- | red pine, white

 |Eastern white pine--| --- | --- | spruce

 |Northern red oak----| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Sugar maple---------| 66 | 43 |

 |White ash-----------| 74 | 72 |

 |Yellow birch--------| 71 | 43 |

 | | | |
Taylor County, Wisconsin 269

Table 14.--Forest Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 soil name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

48B: | | | |

 Brill-------------------|American basswood---| 69 | 57 |Eastern white pine,

 |American elm--------| --- | --- | red pine, white

 |Bigtooth aspen------| --- | --- | spruce

 |Eastern white pine--| --- | --- |

 |Northern red oak----| --- | --- |

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 62 | 43 |

 |White ash-----------| 74 | 72 |

 |White spruce--------| --- | --- |

 |Yellow birch--------| 71 | 43 |

 | | | |

57B: | | | |

 Spencer-----------------|American basswood---| 67 | 57 |Eastern white pine,

 |American elm--------| --- | --- | red pine, white

 |Black cherry--------| --- | --- | spruce

 |Northern red oak----| 70 | 72 |

 |Quaking aspen-------| --- | --- |

 |Sugar maple---------| 63 | 43 |

 |Yellow birch--------| --- | --- |

 | | | |

59A: | | | |

 Almena------------------|American basswood---| 68 | 57 |Black spruce,

 |Quaking aspen-------| --- | --- | eastern white

 |Red maple-----------| 63 | 43 | pine, red maple,

 |Sugar maple---------| 64 | 43 | red pine, white

 | | | | spruce

 | | | |

63B: | | | |

 Crystal Lake------------|American basswood---| 69 | 57 |Eastern white pine,

 |American elm--------| --- | --- | red pine, white

 |Bigtooth aspen------| --- | --- | spruce

 |Black cherry--------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Sugar maple---------| 61 | 43 |

 |White ash-----------| 71 | 72 |

 |Yellow birch--------| --- | --- |

 | | | |

63C: | | | |

 Crystal Lake------------|American basswood---| 69 | 57 |Eastern white pine,

 |American elm--------| --- | --- | red pine, white

 |Bigtooth aspen------| --- | --- | spruce

 |Black cherry--------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Sugar maple---------| 61 | 43 |

 |White ash-----------| 71 | 72 |

 |Yellow birch--------| --- | --- |

 | | | |

63D: | | | |

 Crystal Lake------------|American basswood---| 69 | 57 |Eastern white pine,

 |American elm--------| --- | --- | red pine, white

 |Bigtooth aspen------| --- | --- | spruce

 |Black cherry--------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Sugar maple---------| 61 | 43 |

 |White ash-----------| 71 | 72 |

 |Yellow birch--------| --- | --- |

 | | | |
270 Soil Survey of

Table 14.--Forest Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 soil name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

63E: | | | |

 Crystal Lake------------|American basswood---| 69 | 57 |Eastern white pine,

 |American elm--------| --- | --- | red pine, white

 |Bigtooth aspen------| --- | --- | spruce

 |Black cherry--------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Sugar maple---------| 61 | 43 |

 |White ash-----------| 71 | 72 |

 |Yellow birch--------| --- | --- |

 | | | |

77A: | | | |

 Auburndale--------------|American basswood---| --- | --- |Black spruce,

 |American elm--------| --- | --- | cottonwood, white

 |Balsam fir----------| 54 | 100 | spruce

 |Black ash-----------| 45 | 29 |

 |Red maple-----------| 55 | 29 |

 | | | |

182B: | | | |

 Padus-------------------|American basswood---| --- | --- |Eastern white pine,

 |Bigtooth aspen------| 78 | 86 | red pine, white

 |Eastern hemlock-----| --- | --- | spruce

 |Northern red oak----| 70 | 57 |

 |Red maple-----------| --- | --- |

 |Red pine------------| --- | --- |

 |Sugar maple---------| 67 | 43 |

 |White ash-----------| --- | --- |

 | | | |

182C: | | | |

 Padus-------------------|American basswood---| --- | --- |Eastern white pine,

 |Bigtooth aspen------| 78 | 86 | red pine, white

 |Eastern hemlock-----| --- | --- | spruce

 |Northern red oak----| 70 | 57 |

 |Red maple-----------| --- | --- |

 |Red pine------------| --- | --- |

 |Sugar maple---------| 67 | 43 |

 |White ash-----------| --- | --- |

 | | | |

182D: | | | |

 Padus-------------------|American basswood---| --- | --- |Eastern white pine,

 |Bigtooth aspen------| 78 | 86 | red pine, white

 |Eastern hemlock-----| --- | --- | spruce

 |Northern red oak----| 70 | 57 |

 |Red maple-----------| --- | --- |

 |Red pine------------| --- | --- |

 |Sugar maple---------| 67 | 43 |

 |White ash-----------| --- | --- |

 | | | |

192A: | | | |

 Worcester---------------|Balsam fir----------| --- | --- |Eastern white pine,

 |Eastern hemlock-----| --- | --- | red maple, white

 |Paper birch---------| --- | --- | spruce

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 55 | 29 |

 |Sugar maple---------| --- | --- |

 |White spruce--------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |
Taylor County, Wisconsin 271

Table 14.--Forest Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 soil name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

193A: | | | |

 Minocqua----------------|Balsam fir----------| 54 | 100 |Black spruce, red

 |Black ash-----------| --- | --- | maple, white ash,

 |Eastern arborvitae--| --- | --- | white spruce

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 55 | 29 |

 |Tamarack------------| 55 | 57 |

 |White ash-----------| --- | --- |

 | | | |

215B: | | | |

 Pence-------------------|American basswood---| --- | --- |Eastern white pine,

 |Balsam fir----------| --- | --- | jack pine, red

 |Eastern white pine--| 57 | 114 | pine

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| --- | --- |

 |Red pine------------| 59 | 100 |

 |Sugar maple---------| 59 | 43 |

 |Yellow birch--------| --- | --- |

 | | | |

215C: | | | |

 Pence-------------------|American basswood---| --- | --- |Eastern white pine,

 |Balsam fir----------| --- | --- | jack pine, red

 |Eastern white pine--| 57 | 114 | pine

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| --- | --- |

 |Red pine------------| 59 | 100 |

 |Sugar maple---------| 59 | 43 |

 |Yellow birch--------| --- | --- |

 | | | |

215D: | | | |

 Pence-------------------|American basswood---| --- | --- |Eastern white pine,

 |Balsam fir----------| --- | --- | jack pine, red

 |Eastern white pine--| 57 | 114 | pine

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| --- | --- |

 |Red pine------------| 59 | 100 |

 |Sugar maple---------| 59 | 43 |

 |Yellow birch--------| --- | --- |

 | | | |

308B: | | | |

 Blackriver--------------|American basswood---| --- | --- |Eastern white pine,

 |Bigtooth aspen------| --- | --- | red pine, white

 |Eastern white pine--| --- | --- | spruce

 |Northern red oak----| 70 | 72 |

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 63 | 43 |

 |White ash-----------| --- | --- |

 |White spruce--------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

315A: | | | |

 Rib---------------------|American elm--------| --- | --- |Red maple, white

 |Black ash-----------| --- | --- | spruce

 |Red maple-----------| 55 | 29 |

 |Silver maple--------| --- | --- |

 | | | |
272 Soil Survey of

Table 14.--Forest Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 soil name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

324A: | | | |

 Maplehurst--------------|American elm--------| --- | --- |Black spruce, red

 |Balsam fir----------| --- | --- | maple, white ash,

 |Eastern hemlock-----| --- | --- | white spruce

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 65 | 43 |

 |Sugar maple---------| --- | --- |

 |White ash-----------| --- | --- |

 |White spruce--------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

337A: | | | |

 Plover------------------|American basswood---| --- | --- |Black spruce,

 |American elm--------| --- | --- | eastern white

 |Red maple-----------| 65 | 43 | pine, white spruce

 |Yellow birch--------| --- | --- |

 | | | |

345B: | | | |

 Freeon, very stony------|American basswood---| --- | --- |Black spruce,

 |Bigtooth aspen------| --- | --- | eastern white

 |Northern red oak----| 63 | 57 | pine, red pine,

 |Quaking aspen-------| --- | --- | white spruce

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 62 | 43 |

 |White ash-----------| --- | --- |

 |White oak-----------| 62 | 57 |

 | | | |

 Sconsin-----------------|American basswood---| --- | --- |Eastern white pine,

 |Bigtooth aspen------| --- | --- | red pine, white

 |Black cherry--------| --- | --- | spruce

 |Eastern white pine--| --- | --- |

 |Northern red oak----| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Sugar maple---------| 62 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

346E: | | | |

 Newot, very stony-------|Bigtooth aspen------| --- | --- |Eastern white pine,

 |Black cherry--------| --- | --- | red pine, white

 |Eastern hemlock-----| --- | --- | spruce

 |Eastern hophornbeam | --- | --- |

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| 59 | 43 |

 |Sugar maple---------| 59 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

 Pence, very stony-------|American basswood---| --- | --- |Eastern white pine,

 |Balsam fir----------| --- | --- | jack pine, red

 |Eastern white pine--| 57 | 114 | pine

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| --- | --- |

 |Red pine------------| 59 | 100 |

 |Sugar maple---------| 59 | 43 |

 |Yellow birch--------| --- | --- |

 | | | |
Taylor County, Wisconsin 273

Table 14.--Forest Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 soil name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

355B: | | | |

 Loyal-------------------|American basswood---| --- | --- |Eastern white pine,

 |Eastern white pine--| --- | --- | red pine, white

 |Northern red oak----| --- | --- | spruce

 |Sugar maple---------| 60 | 43 |

 |White ash-----------| --- | --- |

 | | | |

355C: | | | |

 Loyal-------------------|American basswood---| --- | --- |Eastern white pine,

 |Eastern white pine--| --- | --- | red pine, white

 |Northern red oak----| --- | --- | spruce

 |Sugar maple---------| 60 | 43 |

 |White ash-----------| --- | --- |

 | | | |

356A: | | | |

 Withee------------------|American basswood---| --- | --- |Eastern white pine,

 |Northern red oak----| 69 | 57 | red maple, red

 |Red maple-----------| --- | --- | pine, white ash,

 |Sugar maple---------| 64 | 43 | white spruce

 |White ash-----------| 69 | 57 |

 |Yellow birch--------| --- | --- |

 | | | |

357A: | | | |

 Marshfield--------------|Balsam fir----------| --- | --- |Red maple, white

 |Black ash-----------| --- | --- | ash, white spruce

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| --- | --- |

 |White ash-----------| 54 | 43 |

 |White spruce--------| --- | --- |

 | | | |

408A: | | | |

 Lupton------------------|Balsam fir----------| 46 | 86 | ---

 |Black ash-----------| --- | --- |

 |Black spruce--------| 20 | 29 |

 |Eastern arborvitae--| --- | --- |

 |Paper birch---------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| --- | --- |

 |Tamarack------------| --- | --- |

 |White spruce--------| --- | --- |

 | | | |

 Cathro------------------|Balsam fir----------| 40 | 72 |White spruce

 |Black spruce--------| 15 | 29 |

 |Eastern arborvitae--| 15 | 29 |

 |Paper birch---------| --- | --- |

 |Red maple-----------| 40 | 29 |

 |Tamarack------------| 35 | 29 |

 |White spruce--------| --- | --- |

 | | | |

414A: | | | |

 Loxley------------------|Balsam fir----------| --- | --- | ---

 |Black spruce--------| 15 | 29 |

 |Tamarack------------| --- | --- |

 | | | |

 Beseman-----------------|Black spruce--------| 35 | 43 |Black spruce,

 |Tamarack------------| 50 | 29 | tamarack

 | | | |
274 Soil Survey of

Table 14.--Forest Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 soil name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

457B: | | | |

 Freeon, very stony------|American basswood---| --- | --- |Black spruce,

 |Bigtooth aspen------| --- | --- | eastern white

 |Northern red oak----| 63 | 57 | pine, red pine,

 |Quaking aspen-------| --- | --- | white spruce

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 62 | 43 |

 |White ash-----------| --- | --- |

 |White oak-----------| 62 | 57 |

 | | | |

 Freeon------------------|American basswood---| --- | --- |Black spruce,

 |Bigtooth aspen------| --- | --- | eastern white

 |Northern red oak----| 63 | 57 | pine, red pine,

 |Quaking aspen-------| --- | --- | white spruce

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 62 | 43 |

 |White ash-----------| --- | --- |

 |White oak-----------| 62 | 57 |

 | | | |

457C: | | | |

 Freeon, very stony------|American basswood---| --- | --- |Black spruce,

 |Bigtooth aspen------| --- | --- | eastern white

 |Northern red oak----| 63 | 57 | pine, red pine,

 |Quaking aspen-------| --- | --- | white spruce

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 62 | 43 |

 |White ash-----------| --- | --- |

 |White oak-----------| 62 | 57 |

 | | | |

 Freeon------------------|American basswood---| --- | --- |Black spruce,

 |Bigtooth aspen------| --- | --- | eastern white

 |Northern red oak----| 63 | 57 | pine, red pine,

 |Quaking aspen-------| --- | --- | white spruce

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 62 | 43 |

 |White ash-----------| --- | --- |

 |White oak-----------| 62 | 57 |

 | | | |

515A: | | | |

 Manitowish--------------|Eastern white pine--| --- | --- |Eastern white pine,

 |Paper birch---------| --- | --- | jack pine, red

 |Quaking aspen-------| --- | --- | pine

 |Red maple-----------| --- | --- |

 |Red pine------------| 59 | 100 |

 |Sugar maple---------| 60 | 43 |

 | | | |

525B: | | | |

 Newood, very stony------|Bigtooth aspen------| --- | --- |Eastern white pine,

 |Eastern hemlock-----| --- | --- | red pine, white

 |Eastern hophornbeam | --- | --- | spruce

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 59 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |
Taylor County, Wisconsin 275

Table 14.--Forest Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 soil name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

525B: | | | |

 Padwood-----------------|American basswood---| --- | --- |Eastern white pine,

 |Bigtooth aspen------| --- | --- | red pine, white

 |Eastern hemlock-----| --- | --- | spruce

 |Eastern hophornbeam | --- | --- |

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 67 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

 Tipler------------------|American basswood---| --- | --- |Eastern white pine,

 |Eastern hemlock-----| --- | --- | red pine, white

 |Northern red oak----| 70 | 57 | spruce

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 67 | 43 |

 |White ash-----------| --- | --- |

 | | | |

527B: | | | |

 Padwood-----------------|American basswood---| --- | --- |Eastern white pine,

 |Bigtooth aspen------| --- | --- | red pine, white

 |Eastern hemlock-----| --- | --- | spruce

 |Eastern hophornbeam | --- | --- |

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 67 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

537D: | | | |

 Newot, very stony-------|Bigtooth aspen------| --- | --- |Eastern white pine,

 |Black cherry--------| --- | --- | red pine, white

 |Eastern hemlock-----| --- | --- | spruce

 |Eastern hophornbeam | --- | --- |

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| 59 | 43 |

 |Sugar maple---------| 59 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

 Newood, very stony------|Bigtooth aspen------| --- | --- |Eastern white pine,

 |Eastern hemlock-----| --- | --- | red pine, white

 |Eastern hophornbeam | --- | --- | spruce

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 59 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

 Cathro------------------|Balsam fir----------| 40 | 72 |White spruce

 |Black spruce--------| 15 | 29 |

 |Eastern arborvitae--| 15 | 29 |

 |Paper birch---------| --- | --- |

 |Red maple-----------| 40 | 29 |

 |Tamarack------------| 35 | 29 |

 |White spruce--------| --- | --- |

 | | | |
276 Soil Survey of

Table 14.--Forest Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 soil name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

545C: | | | |

 Freeon, very stony------|American basswood---| --- | --- |Black spruce,

 |Bigtooth aspen------| --- | --- | eastern white

 |Northern red oak----| 63 | 57 | pine, red pine,

 |Quaking aspen-------| --- | --- | white spruce

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 62 | 43 |

 |White ash-----------| --- | --- |

 |White oak-----------| 62 | 57 |

 | | | |

 Antigo------------------|American basswood---| 69 | 57 |Eastern white pine,

 |Bigtooth aspen------| --- | --- | red pine, white

 |Eastern white pine--| --- | --- | spruce

 |Northern red oak----| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Sugar maple---------| 66 | 43 |

 |White ash-----------| 74 | 72 |

 |Yellow birch--------| 71 | 43 |

 | | | |

555A: | | | |

 Fordum------------------|Balsam fir----------| --- | --- |Red maple, silver

 |Black spruce--------| --- | --- | maple, white ash

 |Eastern arborvitae--| --- | --- |

 |Red maple-----------| --- | --- |

 |Silver maple--------| 80 | 29 |

 |Tamarack------------| --- | --- |

 |White ash-----------| --- | --- |

 |White spruce--------| --- | --- |

 | | | |

560A: | | | |

 Worwood-----------------|Balsam fir----------| --- | --- |Eastern white pine,

 |Eastern hemlock-----| --- | --- | red maple, red

 |Paper birch---------| --- | --- | pine, white ash,

 |Quaking aspen-------| --- | --- | white spruce

 |Red maple-----------| 60 | 43 |

 |Sugar maple---------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

571E: | | | |

 Pelissier---------------|Balsam fir----------| --- | --- |Eastern white pine,

 |Eastern white pine--| --- | --- | jack pine, red

 |Northern red oak----| --- | --- | pine

 |Paper birch---------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| --- | --- |

 |Red pine------------| 66 | 114 |

 |White spruce--------| --- | --- |

 | | | |

612A: | | | |

 Magnor, very stony------|American basswood---| 67 | 57 |Eastern white pine,

 |American hornbeam---| --- | --- | red pine, white

 |Balsam fir----------| --- | --- | spruce

 |Northern red oak----| 67 | 57 |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 65 | 43 |

 |Sugar maple---------| 61 | 43 |

 |White ash-----------| 68 | 57 |

 |Yellow birch--------| 65 | 43 |

 | | | |
Taylor County, Wisconsin 277

Table 14.--Forest Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 soil name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

612A: | | | |

 Ossmer------------------|Balsam fir----------| --- | --- |Red maple, white

 |Paper birch---------| --- | --- | ash, white spruce

 |Quaking aspen-------| 78 | 86 |

 |Red maple-----------| 66 | 43 |

 |Sugar maple---------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

623A: | | | |

 Capitola, very stony----|American elm--------| --- | --- |Balsam fir, black

 |Balsam fir----------| 52 | 100 | spruce, red maple,

 |Black ash-----------| 48 | 29 | white ash, white

 |Eastern arborvitae--| --- | --- | spruce

 |Eastern hemlock-----| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 56 | 29 |

 |Tamarack------------| --- | --- |

 | | | |

624A: | | | |

 Ossmer------------------|Balsam fir----------| --- | --- |Red maple, white

 |Paper birch---------| --- | --- | ash, white spruce

 |Quaking aspen-------| 78 | 86 |

 |Red maple-----------| 66 | 43 |

 |Sugar maple---------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

632B: | | | |

 Aftad-------------------|American basswood---| --- | --- |Eastern white pine,

 |Northern red oak----| --- | --- | red pine, white

 |Quaking aspen-------| --- | --- | spruce

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 60 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

637B: | | | |

 Newood, very stony------|Bigtooth aspen------| --- | --- |Eastern white pine,

 |Eastern hemlock-----| --- | --- | red pine, white

 |Eastern hophornbeam | --- | --- | spruce

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 59 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

637C: | | | |

 Newood, very stony------|Bigtooth aspen------| --- | --- |Eastern white pine,

 |Eastern hemlock-----| --- | --- | red pine, white

 |Eastern hophornbeam | --- | --- | spruce

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 59 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |
278 Soil Survey of

Table 14.--Forest Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 soil name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

642B: | | | |

 Pesabic, very stony-----|Balsam fir----------| --- | --- |Eastern white pine,

 |Eastern hemlock-----| --- | --- | red maple, red

 |Northern red oak----| --- | --- | pine, white ash,

 |Paper birch---------| --- | --- | white spruce

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 59 | 43 |

 |Sugar maple---------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

 Capitola, very stony----|American elm--------| --- | --- |Balsam fir, black

 |Balsam fir----------| 52 | 100 | spruce, red maple,

 |Black ash-----------| 48 | 29 | white ash, white

 |Eastern arborvitae--| --- | --- | spruce

 |Eastern hemlock-----| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 56 | 29 |

 |Tamarack------------| --- | --- |

 | | | |

 Newood, very stony------|Bigtooth aspen------| --- | --- |Eastern white pine,

 |Eastern hemlock-----| --- | --- | red pine, white

 |Eastern hophornbeam | --- | --- | spruce

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 59 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

648B: | | | |

 Sconsin-----------------|American basswood---| --- | --- |Eastern white pine,

 |Bigtooth aspen------| --- | --- | red pine, white

 |Black cherry--------| --- | --- | spruce

 |Eastern white pine--| --- | --- |

 |Northern red oak----| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Sugar maple---------| 62 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

683A: | | | |

 Tipler------------------|American basswood---| --- | --- |Eastern white pine,

 |Eastern hemlock-----| --- | --- | red pine, white

 |Northern red oak----| 70 | 57 | spruce

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 67 | 43 |

 |White ash-----------| --- | --- |

 | | | |

737D: | | | |

 Santiago, very stony----|American basswood---| --- | --- |Eastern white pine,

 |Northern red oak----| 64 | 57 | red pine, white

 |Quaking aspen-------| --- | --- | spruce

 |Red maple-----------| --- | --- |

 |Red pine------------| --- | --- |

 |Sugar maple---------| --- | --- |

 |White ash-----------| --- | --- |

 | | | |
Taylor County, Wisconsin 279

Table 14.--Forest Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 soil name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

748A: | | | |

 Brander-----------------|American elm--------| --- | --- |Eastern white pine,

 |Eastern white pine--| --- | --- | red pine, white

 |Red maple-----------| --- | --- | spruce

 |Sugar maple---------| 62 | 43 |

 |White spruce--------| --- | --- |

 | | | |

755A: | | | |

 Moppet------------------|American basswood---| --- | --- |Black spruce,

 |Eastern white pine--| --- | --- | eastern white

 |Northern red oak----| --- | --- | pine, red pine,

 |Red maple-----------| 60 | 43 | white spruce

 |White ash-----------| --- | --- |

 |White spruce--------| --- | --- |

 | | | |

 Fordum------------------|Balsam fir----------| --- | --- |Red maple, silver

 |Black spruce--------| --- | --- | maple, white ash

 |Eastern arborvitae--| --- | --- |

 |Red maple-----------| --- | --- |

 |Silver maple--------| 80 | 29 |

 |Tamarack------------| --- | --- |

 |White ash-----------| --- | --- |

 |White spruce--------| --- | --- |

 | | | |

757B: | | | |

 Magnor, very stony------|American basswood---| 67 | 57 |Eastern white pine,

 |American hornbeam---| --- | --- | red pine, white

 |Balsam fir----------| --- | --- | spruce

 |Northern red oak----| 67 | 57 |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 65 | 43 |

 |Sugar maple---------| 61 | 43 |

 |White ash-----------| 68 | 57 |

 |Yellow birch--------| 65 | 43 |

 | | | |

 Freeon, very stony------|American basswood---| --- | --- |Black spruce,

 |Bigtooth aspen------| --- | --- | eastern white

 |Northern red oak----| 63 | 57 | pine, red pine,

 |Quaking aspen-------| --- | --- | white spruce

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 62 | 43 |

 |White ash-----------| --- | --- |

 |White oak-----------| 62 | 57 |

 | | | |

 Magnor------------------|American basswood---| 67 | 57 |Eastern white pine,

 |American hornbeam---| --- | --- | red pine, white

 |Balsam fir----------| --- | --- | spruce

 |Northern red oak----| 67 | 57 |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 65 | 43 |

 |Sugar maple---------| 61 | 43 |

 |White ash-----------| 68 | 57 |

 |Yellow birch--------| 65 | 43 |

 | | | |
280 Soil Survey of

Table 14.--Forest Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 soil name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

757B: | | | |

 Freeon------------------|American basswood---| --- | --- |Black spruce,

 |Bigtooth aspen------| --- | --- | eastern white

 |Northern red oak----| 63 | 57 | pine, red pine,

 |Quaking aspen-------| --- | --- | white spruce

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 62 | 43 |

 |White ash-----------| --- | --- |

 |White oak-----------| 62 | 57 |

 | | | |

766A: | | | |

 Moppet------------------|American basswood---| --- | --- |Black spruce,

 |Eastern white pine--| --- | --- | eastern white

 |Northern red oak----| --- | --- | pine, red pine,

 |Red maple-----------| 60 | 43 | white spruce

 |White ash-----------| --- | --- |

 |White spruce--------| --- | --- |

 | | | |

822A: | | | |

 Comstock----------------|American basswood---| --- | --- |Eastern white pine,

 |American elm--------| --- | --- | red pine, white

 |American hornbeam---| --- | --- | spruce

 |Balsam fir----------| --- | --- |

 |Paper birch---------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 61 | 43 |

 |Sugar maple---------| 65 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

 Magnor, very stony------|American basswood---| 67 | 57 |Eastern white pine,

 |American hornbeam---| --- | --- | red pine, white

 |Balsam fir----------| --- | --- | spruce

 |Northern red oak----| 67 | 57 |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 65 | 43 |

 |Sugar maple---------| 61 | 43 |

 |White ash-----------| 68 | 57 |

 |Yellow birch--------| 65 | 43 |

 | | | |

 Ossmer------------------|Balsam fir----------| --- | --- |Red maple, white

 |Paper birch---------| --- | --- | ash, white spruce

 |Quaking aspen-------| 78 | 86 |

 |Red maple-----------| 66 | 43 |

 |Sugar maple---------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

837E: | | | |

 Newot, very stony-------|Bigtooth aspen------| --- | --- |Eastern white pine,

 |Black cherry--------| --- | --- | red pine, white

 |Eastern hemlock-----| --- | --- | spruce

 |Eastern hophornbeam | --- | --- |

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| 59 | 43 |

 |Sugar maple---------| 59 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |
Taylor County, Wisconsin 281

Table 14.--Forest Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 soil name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

848A: | | | |

 Ribriver----------------|American elm--------| --- | --- |Eastern white pine,

 |Eastern white pine--| --- | --- | red pine, white

 |Red maple-----------| --- | --- | spruce

 |Sugar maple---------| 62 | 43 |

 |White spruce--------| --- | --- |

 | | | |

863B: | | | |

 Crystal Lake------------|American basswood---| 69 | 57 |Eastern white pine,

 |American elm--------| --- | --- | red pine, white

 |Bigtooth aspen------| --- | --- | spruce

 |Black cherry--------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Sugar maple---------| 61 | 43 |

 |White ash-----------| 71 | 72 |

 |Yellow birch--------| --- | --- |

 | | | |

 Freeon, very stony------|American basswood---| --- | --- |Black spruce,

 |Bigtooth aspen------| --- | --- | eastern white

 |Northern red oak----| 63 | 57 | pine, red pine,

 |Quaking aspen-------| --- | --- | white spruce

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 62 | 43 |

 |White ash-----------| --- | --- |

 |White oak-----------| 62 | 57 |

 | | | |

 Sconsin-----------------|American basswood---| --- | --- |Eastern white pine,

 |Bigtooth aspen------| --- | --- | red pine, white

 |Black cherry--------| --- | --- | spruce

 |Eastern white pine--| --- | --- |

 |Northern red oak----| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Sugar maple---------| 62 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

923A: | | | |

 Capitola, very stony----|American elm--------| --- | --- |Balsam fir, black

 |Balsam fir----------| 52 | 100 | spruce, red maple,

 |Black ash-----------| 48 | 29 | white ash, white

 |Eastern arborvitae--| --- | --- | spruce

 |Eastern hemlock-----| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 56 | 29 |

 |Tamarack------------| --- | --- |

 | | | |

 Cebana, very stony------|American elm--------| --- | --- |Balsam fir, black

 |Balsam fir----------| 52 | 100 | spruce, red maple,

 |Black ash-----------| 48 | 29 | white ash, white

 |Eastern arborvitae--| --- | --- | spruce

 |Eastern hemlock-----| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 56 | 29 |

 |Tamarack------------| --- | --- |

 | | | |
282 Soil Survey of

Table 14.--Forest Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 soil name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

956B: | | | |

 Magnor, very stony------|American basswood---| 67 | 57 |Eastern white pine,

 |American hornbeam---| --- | --- | red pine, white

 |Balsam fir----------| --- | --- | spruce

 |Northern red oak----| 67 | 57 |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 65 | 43 |

 |Sugar maple---------| 61 | 43 |

 |White ash-----------| 68 | 57 |

 |Yellow birch--------| 65 | 43 |

 | | | |

957B: | | | |

 Freeon, very stony------|American basswood---| --- | --- |Black spruce,

 |Bigtooth aspen------| --- | --- | eastern white

 |Northern red oak----| 63 | 57 | pine, red pine,

 |Quaking aspen-------| --- | --- | white spruce

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 62 | 43 |

 |White ash-----------| --- | --- |

 |White oak-----------| 62 | 57 |

 | | | |

957C: | | | |

 Freeon, very stony------|American basswood---| --- | --- |Black spruce,

 |Bigtooth aspen------| --- | --- | eastern white

 |Northern red oak----| 63 | 57 | pine, red pine,

 |Quaking aspen-------| --- | --- | white spruce

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 62 | 43 |

 |White ash-----------| --- | --- |

 |White oak-----------| 62 | 57 |

 | | | |

3011A: | | | |

 Barronett---------------|American elm--------| --- | --- |Black spruce, white

 |Black ash-----------| --- | --- | spruce

 |Quaking aspen-------| --- | --- |

 |Tamarack------------| 40 | 29 |

 |Willow--------------| --- | --- |

 | | | |

3456A: | | | |

 Magnor, very stony------|American basswood---| 67 | 57 |Eastern white pine,

 |American hornbeam---| --- | --- | red pine, white

 |Balsam fir----------| --- | --- | spruce

 |Northern red oak----| 67 | 57 |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 65 | 43 |

 |Sugar maple---------| 61 | 43 |

 |White ash-----------| 68 | 57 |

 |Yellow birch--------| 65 | 43 |

 | | | |

 Magnor------------------|American basswood---| 67 | 57 |Eastern white pine,

 |American hornbeam---| --- | --- | red pine, white

 |Balsam fir----------| --- | --- | spruce

 |Northern red oak----| 67 | 57 |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 65 | 43 |

 |Sugar maple---------| 61 | 43 |

 |White ash-----------| 68 | 57 |

 |Yellow birch--------| 65 | 43 |

 | | | |
Taylor County, Wisconsin 283

Table 14.--Forest Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 soil name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

3525C: | | | |

 Newood, very stony------|Bigtooth aspen------| --- | --- |Eastern white pine,

 |Eastern hemlock-----| --- | --- | red pine, white

 |Eastern hophornbeam | --- | --- | spruce

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 59 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

 Padwood-----------------|American basswood---| --- | --- |Eastern white pine,

 |Bigtooth aspen------| --- | --- | red pine, white

 |Eastern hemlock-----| --- | --- | spruce

 |Eastern hophornbeam | --- | --- |

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 67 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

 Padus-------------------|American basswood---| --- | --- |Eastern white pine,

 |Bigtooth aspen------| 78 | 86 | red pine, white

 |Eastern hemlock-----| --- | --- | spruce

 |Northern red oak----| 70 | 57 |

 |Red maple-----------| --- | --- |

 |Red pine------------| --- | --- |

 |Sugar maple---------| 67 | 43 |

 |White ash-----------| --- | --- |

 | | | |

3546C: | | | |

 Newood, very stony------|Bigtooth aspen------| --- | --- |Eastern white pine,

 |Eastern hemlock-----| --- | --- | red pine, white

 |Eastern hophornbeam | --- | --- | spruce

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 59 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

 Pence, very stony-------|American basswood---| --- | --- |Eastern white pine,

 |Balsam fir----------| --- | --- | jack pine, red

 |Eastern white pine--| 57 | 114 | pine

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| --- | --- |

 |Red pine------------| 59 | 100 |

 |Sugar maple---------| 59 | 43 |

 |Yellow birch--------| --- | --- |

 | | | |
284 Soil Survey of

Table 14.--Forest Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 soil name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

3556C: | | | |

 Newood, very stony------|Bigtooth aspen------| --- | --- |Eastern white pine,

 |Eastern hemlock-----| --- | --- | red pine, white

 |Eastern hophornbeam | --- | --- | spruce

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 59 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

 Magnor, very stony------|American basswood---| 67 | 57 |Eastern white pine,

 |American hornbeam---| --- | --- | red pine, white

 |Balsam fir----------| --- | --- | spruce

 |Northern red oak----| 67 | 57 |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 65 | 43 |

 |Sugar maple---------| 61 | 43 |

 |White ash-----------| 68 | 57 |

 |Yellow birch--------| 65 | 43 |

 | | | |

 Cathro------------------|Balsam fir----------| 40 | 72 |White spruce

 |Black spruce--------| 15 | 29 |

 |Eastern arborvitae--| 15 | 29 |

 |Paper birch---------| --- | --- |

 |Red maple-----------| 40 | 29 |

 |Tamarack------------| 35 | 29 |

 |White spruce--------| --- | --- |

 | | | |

3561A: | | | |

 Pesabic, very stony-----|Balsam fir----------| --- | --- |Eastern white pine,

 |Eastern hemlock-----| --- | --- | red maple, red

 |Northern red oak----| --- | --- | pine, white ash,

 |Paper birch---------| --- | --- | white spruce

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 59 | 43 |

 |Sugar maple---------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

 Worwood-----------------|Balsam fir----------| --- | --- |Eastern white pine,

 |Eastern hemlock-----| --- | --- | red maple, red

 |Paper birch---------| --- | --- | pine, white ash,

 |Quaking aspen-------| --- | --- | white spruce

 |Red maple-----------| 60 | 43 |

 |Sugar maple---------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

 Worcester---------------|Balsam fir----------| --- | --- |Eastern white pine,

 |Eastern hemlock-----| --- | --- | red maple, white

 |Paper birch---------| --- | --- | spruce

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 55 | 29 |

 |Sugar maple---------| --- | --- |

 |White spruce--------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |
Taylor County, Wisconsin 285

Table 14.--Forest Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 soil name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

3569C: | | | |

 Newood, very stony------|Bigtooth aspen------| --- | --- |Eastern white pine,

 |Eastern hemlock-----| --- | --- | red pine, white

 |Eastern hophornbeam | --- | --- | spruce

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 59 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

 Pesabic, very stony-----|Balsam fir----------| --- | --- |Eastern white pine,

 |Eastern hemlock-----| --- | --- | red maple, red

 |Northern red oak----| --- | --- | pine, white ash,

 |Paper birch---------| --- | --- | white spruce

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 59 | 43 |

 |Sugar maple---------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

 Cathro------------------|Balsam fir----------| 40 | 72 |White spruce

 |Black spruce--------| 15 | 29 |

 |Eastern arborvitae--| 15 | 29 |

 |Paper birch---------| --- | --- |

 |Red maple-----------| 40 | 29 |

 |Tamarack------------| 35 | 29 |

 |White spruce--------| --- | --- |

 | | | |

3666B: | | | |

 Pesabic, very stony-----|Balsam fir----------| --- | --- |Eastern white pine,

 |Eastern hemlock-----| --- | --- | red maple, red

 |Northern red oak----| --- | --- | pine, white ash,

 |Paper birch---------| --- | --- | white spruce

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 59 | 43 |

 |Sugar maple---------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

3863C: | | | |

 Crystal Lake------------|American basswood---| 69 | 57 |Eastern white pine,

 |American elm--------| --- | --- | red pine, white

 |Bigtooth aspen------| --- | --- | spruce

 |Black cherry--------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Sugar maple---------| 61 | 43 |

 |White ash-----------| 71 | 72 |

 |Yellow birch--------| --- | --- |

 | | | |

 Freeon, very stony------|American basswood---| --- | --- |Black spruce,

 |Bigtooth aspen------| --- | --- | eastern white

 |Northern red oak----| 63 | 57 | pine, red pine,

 |Quaking aspen-------| --- | --- | white spruce

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 62 | 43 |

 |White ash-----------| --- | --- |

 |White oak-----------| 62 | 57 |

 | | | |
286 Soil Survey of

Table 14.--Forest Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 soil name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

3863C: | | | |

 Antigo------------------|American basswood---| 69 | 57 |Eastern white pine,

 |Bigtooth aspen------| --- | --- | red pine, white

 |Eastern white pine--| --- | --- | spruce

 |Northern red oak----| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Sugar maple---------| 66 | 43 |

 |White ash-----------| 74 | 72 |

 |Yellow birch--------| 71 | 43 |

 | | | |

9052A: | | | |

 Cathro------------------|Balsam fir----------| 40 | 72 |White spruce

 |Black spruce--------| 15 | 29 |

 |Eastern arborvitae--| 15 | 29 |

 |Paper birch---------| --- | --- |

 |Red maple-----------| 40 | 29 |

 |Tamarack------------| 35 | 29 |

 |White spruce--------| --- | --- |

 | | | |

 Capitola, very stony----|American elm--------| --- | --- |Balsam fir, black

 |Balsam fir----------| 52 | 100 | spruce, red maple,

 |Black ash-----------| 48 | 29 | white ash, white

 |Eastern arborvitae--| --- | --- | spruce

 |Eastern hemlock-----| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 56 | 29 |

 |Tamarack------------| --- | --- |

 | | | |

 Lupton------------------|Balsam fir----------| 46 | 86 | ---

 |Black ash-----------| --- | --- |

 |Black spruce--------| 20 | 29 |

 |Eastern arborvitae--| --- | --- |

 |Paper birch---------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| --- | --- |

 |Tamarack------------| --- | --- |

 |White spruce--------| --- | --- |

 | | | |

9055A: | | | |

 Loxley------------------|Balsam fir----------| --- | --- | ---

 |Black spruce--------| 15 | 29 |

 |Tamarack------------| --- | --- |

 | | | |

9060D: | | | |

 Pelissier---------------|Balsam fir----------| --- | --- |Eastern white pine,

 |Eastern white pine--| --- | --- | jack pine, red

 |Northern red oak----| --- | --- | pine

 |Paper birch---------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| --- | --- |

 |Red pine------------| 66 | 114 |

 |White spruce--------| --- | --- |

 | | | |
Taylor County, Wisconsin 287

Table 14.--Forest Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 soil name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

9071B: | | | |

 Freeon, very stony------|American basswood---| --- | --- |Black spruce,

 |Bigtooth aspen------| --- | --- | eastern white

 |Northern red oak----| 63 | 57 | pine, red pine,

 |Quaking aspen-------| --- | --- | white spruce

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 62 | 43 |

 |White ash-----------| --- | --- |

 |White oak-----------| 62 | 57 |

 | | | |

9077C: | | | |

 Freeon, very stony------|American basswood---| --- | --- |Black spruce,

 |Bigtooth aspen------| --- | --- | eastern white

 |Northern red oak----| 63 | 57 | pine, red pine,

 |Quaking aspen-------| --- | --- | white spruce

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 62 | 43 |

 |White ash-----------| --- | --- |

 |White oak-----------| 62 | 57 |

 | | | |

9078A: | | | |

 Freeon, very stony------|American basswood---| --- | --- |Black spruce,

 |Bigtooth aspen------| --- | --- | eastern white

 |Northern red oak----| 63 | 57 | pine, red pine,

 |Quaking aspen-------| --- | --- | white spruce

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 62 | 43 |

 |White ash-----------| --- | --- |

 |White oak-----------| 62 | 57 |

 | | | |

 Magnor, very stony------|American basswood---| 67 | 57 |Eastern white pine,

 |American hornbeam---| --- | --- | red pine, white

 |Balsam fir----------| --- | --- | spruce

 |Northern red oak----| 67 | 57 |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 65 | 43 |

 |Sugar maple---------| 61 | 43 |

 |White ash-----------| 68 | 57 |

 |Yellow birch--------| 65 | 43 |

 | | | |

 Ossmer------------------|Balsam fir----------| --- | --- |Red maple, white

 |Paper birch---------| --- | --- | ash, white spruce

 |Quaking aspen-------| 78 | 86 |

 |Red maple-----------| 66 | 43 |

 |Sugar maple---------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

9081C: | | | |

 Newot, very stony-------|Bigtooth aspen------| --- | --- |Eastern white pine,

 |Black cherry--------| --- | --- | red pine, white

 |Eastern hemlock-----| --- | --- | spruce

 |Eastern hophornbeam | --- | --- |

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| 59 | 43 |

 |Sugar maple---------| 59 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |
288 Soil Survey of

Table 14.--Forest Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 soil name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

9082B: | | | |

 Newood, very stony------|Bigtooth aspen------| --- | --- |Eastern white pine,

 |Eastern hemlock-----| --- | --- | red pine, white

 |Eastern hophornbeam | --- | --- | spruce

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 59 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

9083A: | | | |

 Crystal Lake------------|American basswood---| 69 | 57 |Eastern white pine,

 |American elm--------| --- | --- | red pine, white

 |Bigtooth aspen------| --- | --- | spruce

 |Black cherry--------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Sugar maple---------| 61 | 43 |

 |White ash-----------| 71 | 72 |

 |Yellow birch--------| --- | --- |

 | | | |

9083B: | | | |

 Crystal Lake------------|American basswood---| 69 | 57 |Eastern white pine,

 |American elm--------| --- | --- | red pine, white

 |Bigtooth aspen------| --- | --- | spruce

 |Black cherry--------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Sugar maple---------| 61 | 43 |

 |White ash-----------| 71 | 72 |

 |Yellow birch--------| --- | --- |

 | | | |

9086A: | | | |

 Freeon, very stony------|American basswood---| --- | --- |Black spruce,

 |Bigtooth aspen------| --- | --- | eastern white

 |Northern red oak----| 63 | 57 | pine, red pine,

 |Quaking aspen-------| --- | --- | white spruce

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 62 | 43 |

 |White ash-----------| --- | --- |

 |White oak-----------| 62 | 57 |

 | | | |

9087C: | | | |

 Crystal Lake------------|American basswood---| 69 | 57 |Eastern white pine,

 |American elm--------| --- | --- | red pine, white

 |Bigtooth aspen------| --- | --- | spruce

 |Black cherry--------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Sugar maple---------| 61 | 43 |

 |White ash-----------| 71 | 72 |

 |Yellow birch--------| --- | --- |

 | | | |

 Freeon, very stony------|American basswood---| --- | --- |Black spruce,

 |Bigtooth aspen------| --- | --- | eastern white

 |Northern red oak----| 63 | 57 | pine, red pine,

 |Quaking aspen-------| --- | --- | white spruce

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 62 | 43 |

 |White ash-----------| --- | --- |

 |White oak-----------| 62 | 57 |

 | | | |
Taylor County, Wisconsin 289

Table 14.--Forest Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 soil name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

9087C: | | | |

 Newot, very stony-------|Bigtooth aspen------| --- | --- |Eastern white pine,

 |Black cherry--------| --- | --- | red pine, white

 |Eastern hemlock-----| --- | --- | spruce

 |Eastern hophornbeam | --- | --- |

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| 59 | 43 |

 |Sugar maple---------| 59 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

9088A: | | | |

 Newood, very stony------|Bigtooth aspen------| --- | --- |Eastern white pine,

 |Eastern hemlock-----| --- | --- | red pine, white

 |Eastern hophornbeam | --- | --- | spruce

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 59 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

 Capitola, very stony----|American elm--------| --- | --- |Balsam fir, black

 |Balsam fir----------| 52 | 100 | spruce, red maple,

 |Black ash-----------| 48 | 29 | white ash, white

 |Eastern arborvitae--| --- | --- | spruce

 |Eastern hemlock-----| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 56 | 29 |

 |Tamarack------------| --- | --- |

 | | | |

9089B: | | | |

 Newood, very stony------|Bigtooth aspen------| --- | --- |Eastern white pine,

 |Eastern hemlock-----| --- | --- | red pine, white

 |Eastern hophornbeam | --- | --- | spruce

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 59 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

 Lupton------------------|Balsam fir----------| 46 | 86 | ---

 |Black ash-----------| --- | --- |

 |Black spruce--------| 20 | 29 |

 |Eastern arborvitae--| --- | --- |

 |Paper birch---------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| --- | --- |

 |Tamarack------------| --- | --- |

 |White spruce--------| --- | --- |

 | | | |
290 Soil Survey of

Table 14.--Forest Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 soil name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

9090C: | | | |

 Newood, very stony------|Bigtooth aspen------| --- | --- |Eastern white pine,

 |Eastern hemlock-----| --- | --- | red pine, white

 |Eastern hophornbeam | --- | --- | spruce

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 59 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

 Newot, very stony-------|Bigtooth aspen------| --- | --- |Eastern white pine,

 |Black cherry--------| --- | --- | red pine, white

 |Eastern hemlock-----| --- | --- | spruce

 |Eastern hophornbeam | --- | --- |

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| 59 | 43 |

 |Sugar maple---------| 59 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

 Lupton------------------|Balsam fir----------| 46 | 86 | ---

 |Black ash-----------| --- | --- |

 |Black spruce--------| 20 | 29 |

 |Eastern arborvitae--| --- | --- |

 |Paper birch---------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| --- | --- |

 |Tamarack------------| --- | --- |

 |White spruce--------| --- | --- |

 | | | |

9092D: | | | |

 Newot, very stony-------|Bigtooth aspen------| --- | --- |Eastern white pine,

 |Black cherry--------| --- | --- | red pine, white

 |Eastern hemlock-----| --- | --- | spruce

 |Eastern hophornbeam | --- | --- |

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| 59 | 43 |

 |Sugar maple---------| 59 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

9093C: | | | |

 Pence-------------------|American basswood---| --- | --- |Eastern white pine,

 |Balsam fir----------| --- | --- | jack pine, red

 |Eastern white pine--| 57 | 114 | pine

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| --- | --- |

 |Red pine------------| 59 | 100 |

 |Sugar maple---------| 59 | 43 |

 |Yellow birch--------| --- | --- |

 | | | |
Taylor County, Wisconsin 291

Table 14.--Forest Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 soil name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

9093C: | | | |

 Padus-------------------|American basswood---| --- | --- |Eastern white pine,

 |Bigtooth aspen------| 78 | 86 | red pine, white

 |Eastern hemlock-----| --- | --- | spruce

 |Northern red oak----| 70 | 57 |

 |Red maple-----------| --- | --- |

 |Red pine------------| --- | --- |

 |Sugar maple---------| 67 | 43 |

 |White ash-----------| --- | --- |

 | | | |

9096C: | | | |

 Newot, very stony-------|Bigtooth aspen------| --- | --- |Eastern white pine,

 |Black cherry--------| --- | --- | red pine, white

 |Eastern hemlock-----| --- | --- | spruce

 |Eastern hophornbeam | --- | --- |

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| 59 | 43 |

 |Sugar maple---------| 59 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

 Pesabic, very stony-----|Balsam fir----------| --- | --- |Eastern white pine,

 |Eastern hemlock-----| --- | --- | red maple, red

 |Northern red oak----| --- | --- | pine, white ash,

 |Paper birch---------| --- | --- | white spruce

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| 59 | 43 |

 |Sugar maple---------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

 Lupton------------------|Balsam fir----------| 46 | 86 | ---

 |Black ash-----------| --- | --- |

 |Black spruce--------| 20 | 29 |

 |Eastern arborvitae--| --- | --- |

 |Paper birch---------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| --- | --- |

 |Tamarack------------| --- | --- |

 |White spruce--------| --- | --- |

 | | | |

9097B: | | | |

 Newood, very stony------|Bigtooth aspen------| --- | --- |Eastern white pine,

 |Eastern hemlock-----| --- | --- | red pine, white

 |Eastern hophornbeam | --- | --- | spruce

 |Northern red oak----| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| --- | --- |

 |Sugar maple---------| 59 | 43 |

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

 Padus, very stony-------|American basswood---| --- | --- |Eastern white pine,

 |Bigtooth aspen------| 78 | 86 | red pine, white

 |Eastern hemlock-----| --- | --- | spruce

 |Northern red oak----| 70 | 57 |

 |Red maple-----------| --- | --- |

 |Red pine------------| --- | --- |

 |Sugar maple---------| 67 | 43 |

 |White ash-----------| --- | --- |

 | | | |
292 Soil Survey of

Table 14.--Forest Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 soil name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

9098A: | | | |

 Oesterle----------------|Balsam fir----------| --- | --- |Red maple, white

 |Northern red oak----| 72 | 72 | ash, white spruce

 |Paper birch---------| --- | --- |

 |Quaking aspen-------| 78 | 86 |

 |Red maple-----------| 66 | 43 |

 |Yellow birch--------| --- | --- |

 | | | |

9099B: | | | |

 Antigo------------------|American basswood---| 69 | 57 |Eastern white pine,

 |Bigtooth aspen------| --- | --- | red pine, white

 |Eastern white pine--| --- | --- | spruce

 |Northern red oak----| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Sugar maple---------| 66 | 43 |

 |White ash-----------| 74 | 72 |

 |Yellow birch--------| 71 | 43 |

 | | | |

9197C: | | | |

 Pelissier---------------|Balsam fir----------| --- | --- |Eastern white pine,

 |Eastern white pine--| --- | --- | jack pine, red

 |Northern red oak----| --- | --- | pine

 |Paper birch---------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| --- | --- |

 |Red pine------------| 66 | 114 |

 |White spruce--------| --- | --- |

 | | | | _________________________________________________________________________________
Taylor County, Wisconsin 293

Table 15.--Forest Habitat Types

(This table lists either the dominant habitat type, the codominant

 habitat types, or the most common habitat types for each map unit.

 An asterisk indicates that the map unit is within the Medford

 District of the Chequamegon-Nicolet National Forest. Habitat types

 for the map units marked with an asterisk are based on data from sites

 sampled by the USDA Forest Service. Habitat types for other map units

 are based on data from the Forest Service, other studies, and field

 observations or on estimates by personnel of the Natural Resources

 Conservation Service, the Forest Service, and the Wisconsin Department

 of Natural Resources. 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 | Most common

 map unit name | habitat | habitat | habitat types

 | type | types |

 | | | ___________________________________________________________________________

 | | |

22A-------------------------| |ACaI, AHI |

 Comstock silt loam, 0 to 3 | | |

 percent slopes | | |

 | | |

24A-------------------------| | |ACaI, AHI, ArAbCo

 Poskin silt loam, 0 to 3 | | |

 percent slopes | | |

 | | |

43B-------------------------| |AH, AOCa |

 Antigo silt loam, 1 to 6 | | |

 percent slopes | | |

 | | |

43C-------------------------| |AH, AOCa |

 Antigo silt loam, 6 to 15 | | |

 percent slopes | | |

 | | |

43D-------------------------| |AH, AOCa |

 Antigo silt loam, 15 to 30 | | |

 percent slopes | | |

 | | |

48B-------------------------| |AH, AOCa |

 Brill silt loam, 1 to 6 | | |

 percent slopes | | |

 | | |

57B-------------------------| |AH, AOCa |

 Spencer silt loam, 1 to 6 | | |

 percent slopes | | |

 | | |

59A-------------------------| | |ACaI, AHI, ArAbCo

 Almena silt loam, 0 to 3 | | |

 percent slopes | | |

 | | |

63B-------------------------| |AH, AOCa |

 Crystal Lake silt loam, 2 | | |

 to 6 percent slopes | | |

 | | |

63C-------------------------| |AH, AOCa |

 Crystal Lake silt loam, 6 | | |

 to 12 percent slopes | | |

 | | |

63D-------------------------| |AH, AOCa |

 Crystal Lake silt loam, 12 | | |

 to 20 percent slopes | | |

 | | |

63E-------------------------| |AH, AOCa |

 Crystal Lake silt loam, 20 | | |

 to 35 percent slopes | | |

 | | |
294 Soil Survey of

Table 15.--Forest Habitat Types--Continued

___________________________________________________________________________

 | | |

 Map symbol and | Dominant | Codominant | Most common

 map unit name | habitat | habitat | habitat types

 | type | types |

 | | | ___________________________________________________________________________

 | | |

77A-------------------------|Llmin | |

 Auburndale silt loam, 0 to | | |

 2 percent slopes | | |

 | | |

182B------------------------|ATM | |

 Padus sandy loam, 0 to 6 | | |

 percent slopes | | |

 | | |

182C------------------------|ATM | |

 Padus sandy loam, 6 to 15 | | |

 percent slopes | | |

 | | |

182D------------------------| |ATM, AVVb |

 Padus sandy loam, 15 to 30 | | |

 percent slopes | | |

 | | |

192A------------------------|TMC | |

 Worcester sandy loam, 0 to | | |

 3 percent slopes | | |

 | | |

193A------------------------|Llmin | |

 Minocqua muck, 0 to 2 | | |

 percent slopes | | |

 | | |

215B------------------------| |ATM, AVVb |

 Pence sandy loam, 0 to 6 | | |

 percent slopes | | |

 | | |

215C------------------------| |ATM, AVVb |

 Pence sandy loam, 6 to 15 | | |

 percent slopes | | |

 | | |

215D------------------------| |ATM, AVVb |

 Pence sandy loam, 15 to 30 | | |

 percent slopes | | |

 | | |

308B------------------------| |AH, AOCa |

 Blackriver silt loam, 1 to | | |

 6 percent slopes | | |

 | | |

315A------------------------|Llmin | |

 Rib silt loam, 0 to 2 | | |

 percent slopes | | |

 | | |

324A------------------------| | |ACaI, AHI, ArAbCo

 Maplehurst silt loam, 0 to | | |

 3 percent slopes | | |

 | | |

337A------------------------|TMC | |

 Plover fine sandy loam, 0 | | |

 to 3 percent slopes | | |

 | | |

345B------------------------| |AH, AOCa |

 Freeon, very stony-Sconsin | | |

 complex, 2 to 6 percent | | |

 slopes | | |

 | | |

346E------------------------| |ATM, AVVb |

 Newot-Pence complex, 15 to | | |

 45 percent slopes, very | | |

 stony | | |

 | | |
Taylor County, Wisconsin 295

Table 15.--Forest Habitat Types--Continued

___________________________________________________________________________

 | | |

 Map symbol and | Dominant | Codominant | Most common

 map unit name | habitat | habitat | habitat types

 | type | types |

 | | | ___________________________________________________________________________

 | | |

355B------------------------|AH | |

 Loyal silt loam, 1 to 6 | | |

 percent slopes | | |

 | | |

355C------------------------|AH | |

 Loyal silt loam, 6 to 12 | | |

 percent slopes | | |

 | | |

356A------------------------|AHI | |

 Withee silt loam, 0 to 3 | | |

 percent slopes | | |

 | | |

357A------------------------|Llmin | |

 Marshfield silt loam, 0 to | | |

 2 percent slopes | | |

 | | |

408A------------------------|Lnorg | |

 Lupton and Cathro soils, 0 | | |

 to 1 percent slopes | | |

 | | |

414A------------------------|Laorg | |

 Loxley and Beseman soils, | | |

 0 to 1 percent slopes | | |

 | | |

457B------------------------| |AH, AOCa |

 Freeon, very stony-Freeon | | |

 complex, ground moraine, | | |

 1 to 6 percent slopes | | |

 | | |

457C------------------------| |AH, AOCa |

 Freeon, very stony-Freeon | | |

 complex, ground moraine, | | |

 6 to 12 percent slopes | | |

 | | |

515A------------------------|ATM | |

 Manitowish sandy loam, 0 to| | |

 3 percent slopes | | |

 | | |

525B------------------------|ATM | |

 Newood, very stony-Padwood-| | |

 Tipler complex, 2 to 6 | | |

 percent slopes | | |

 | | |

527B------------------------|ATM | |

 Padwood sandy loam, 0 to 6 | | |

 percent slopes | | |

 | | |

537D------------------------| | |ATM, TMC, Lnorg

 Newot, very stony-Newood, | | |

 very stony-Cathro complex,| | |

 0 to 35 percent slopes | | |

 | | |

545C------------------------| |AH, AOCa |

 Freeon, very stony-Antigo | | |

 complex, 6 to 15 percent | | |

 slopes | | |

 | | |

555A------------------------|Lfp | |

 Fordum silt loam, 0 to 2 | | |

 percent slopes | | |

 | | |
296 Soil Survey of

Table 15.--Forest Habitat Types--Continued

___________________________________________________________________________

 | | |

 Map symbol and | Dominant | Codominant | Most common

 map unit name | habitat | habitat | habitat types

 | type | types |

 | | | ___________________________________________________________________________

 | | |

560A------------------------|TMC | |

 Worwood sandy loam, 0 to 3 | | |

 percent slopes | | |

 | | |

571E------------------------| |ATM, AVVb |

 Pelissier gravelly sandy | | |

 loam, 15 to 45 percent | | |

 slopes | | |

 | | |

612A------------------------| | |ACaI, AHI, ArAbCo

 Magnor, very stony-Ossmer | | |

 complex, 0 to 3 percent | | |

 slopes | | |

 | | |

623A------------------------|Llmin | |

 Capitola muck, 0 to 2 | | |

 percent slopes, very stony| | |

 | | |

624A------------------------| | |ACaI, AHI, ArAbCo

 Ossmer silt loam, 0 to 3 | | |

 percent slopes | | |

 | | |

632B------------------------|ATM | |

 Aftad fine sandy loam, 2 to| | |

 6 percent slopes | | |

 | | |

637B------------------------|ATM | |

 Newood sandy loam, 2 to 6 | | |

 percent slopes, very stony| | |

 | | |

637C------------------------|ATM | |

 Newood sandy loam, 6 to 15 | | |

 percent slopes, very stony| | |

 | | |

642B------------------------| |TMC, Llmin |

 Pesabic-Capitola-Newood | | |

 complex, 0 to 6 percent | | |

 slopes, very stony | | |

 | | |

648B------------------------| |AH, AOCa |

 Sconsin silt loam, 1 to 6 | | |

 percent slopes | | |

 | | |

683A------------------------|ATM | |

 Tipler sandy loam, 0 to 3 | | |

 percent slopes | | |

 | | |

737D------------------------| |AH, AOCa |

 Santiago silt loam, 15 to | | |

 30 percent slopes, very | | |

 stony | | |

 | | |

748A------------------------| |AH, AOCa |

 Brander silt loam, 0 to 3 | | |

 percent slopes | | |

 | | |

755A------------------------| | |ATM, ATAtOn, Lfp

 Moppet-Fordum complex, 0 to| | |

 3 percent slopes | | |

 | | |
Taylor County, Wisconsin 297

Table 15.--Forest Habitat Types--Continued

___________________________________________________________________________

 | | |

 Map symbol and | Dominant | Codominant | Most common

 map unit name | habitat | habitat | habitat types

 | type | types |

 | | | ___________________________________________________________________________

 | | |

757B------------------------| | |AH, AOCa, AHI

 Magnor-Freeon complex, 0 to| | |

 6 percent slopes, very | | |

 stony | | |

 | | |

766A------------------------| | |ATM, ATAtOn, AH

 Moppet fine sandy loam, 0 | | |

 to 3 percent slopes | | |

 | | |

822A------------------------| |ACaI, AHI |

 Comstock-Magnor, very | | |

 stony-Ossmer complex, 0 to| | |

 3 percent slopes | | |

 | | |

837E------------------------| |ATM, AVVb |

 Newot sandy loam, 15 to 45 | | |

 percent slopes, very stony| | |

 | | |

848A------------------------| |AH, AOCa |

 Ribriver silt loam, 0 to 3 | | |

 percent slopes | | |

 | | |

863B------------------------| |AH, AOCa |

 Crystal Lake-Freeon, very | | |

 stony-Sconsin complex, 2 | | |

 to 6 percent slopes | | |

 | | |

923A------------------------|Llmin | |

 Capitola-Cebana complex, 0 | | |

 to 2 percent slopes, very | | |

 stony | | |

 | | |

956B------------------------| |ACaI, AHI |

 Magnor silt loam, end | | |

 moraine, 0 to 4 percent | | |

 slopes, very stony | | |

 | | |

957B------------------------| |AOCa, ATM |

 Freeon silt loam, end | | |

 moraine, 2 to 6 percent | | |

 slopes, very stony | | |

 | | |

957C------------------------| |AOCa, ATM |

 Freeon silt loam, end | | |

 moraine, 6 to 15 percent | | |

 slopes, very stony | | |

 | | |

2015. | | |

 Pits | | |

 | | |

3011A-----------------------|Llmin | |

 Barronett silt loam, 0 to 2| | |

 percent slopes | | |

 | | |

3456A-----------------------| | |ACaI, AHI, ArAbCo

 Magnor, very stony-Magnor | | |

 complex, ground moraine, | | |

 0 to 3 percent slopes | | |

 | | |
298 Soil Survey of

Table 15.--Forest Habitat Types--Continued

___________________________________________________________________________

 | | |

 Map symbol and | Dominant | Codominant | Most common

 map unit name | habitat | habitat | habitat types

 | type | types |

 | | | ___________________________________________________________________________

 | | |

3525C-----------------------|ATM | |

 Newood, very stony-Padwood-| | |

 Padus complex, 6 to 15 | | |

 percent slopes | | |

 | | |

3546C-----------------------|ATM | |

 Newood-Pence complex, 6 to | | |

 15 percent slopes, very | | |

 stony | | |

 | | |

3556C-----------------------| | |ATM, ArAbCo, Lnorg

 Newood, very stony-Magnor, | | |

 very stony-Cathro complex,| | |

 0 to 15 percent slopes | | |

 | | |

3561A-----------------------|TMC | |

 Pesabic, very stony- | | |

 Worwood-Worcester complex,| | |

 0 to 3 percent slopes | | |

 | | |

3569C-----------------------| | |ATM, TMC, Lnorg

 Newood, very stony-Pesabic,| | |

 very stony-Cathro complex,| | |

 0 to 15 percent slopes | | |

 | | |

3666B-----------------------|TMC | |

 Pesabic sandy loam, 0 to 4 | | |

 percent slopes, very stony| | |

 | | |

3863C-----------------------| |AH, AOCa |

 Crystal Lake-Freeon, very | | |

 stony-Antigo complex, 6 to| | |

 15 percent slopes | | |

 | | |

9052A*----------------------| |Lnorg, Llmin |

 Cathro-Capitola, very | | |

 stony-Lupton complex, 0 to| | |

 1 percent slopes | | |

 | | |

9055A*----------------------|Laorg | |

 Loxley peat, 0 to 1 percent| | |

 slopes | | |

 | | |

9060D*----------------------|ATM | |

 Pelissier sandy loam, 20 to| | |

 45 percent slopes | | |

 | | |

9071B*----------------------| |AH, AOCa |

 Freeon silt loam, 5 to 10 | | |

 percent slopes, very stony| | |

 | | |

9077C*----------------------| |AH, AOCa |

 Freeon silt loam, 10 to 20 | | |

 percent slopes, very stony| | |

 | | |

9078A*----------------------| | |ATM, TMC, ATAtOn

 Freeon, very stony-Magnor, | | |

 very stony-Ossmer complex,| | |

 0 to 5 percent slopes | | |

 | | |
Taylor County, Wisconsin 299

Table 15.--Forest Habitat Types--Continued

___________________________________________________________________________

 | | |

 Map symbol and | Dominant | Codominant | Most common

 map unit name | habitat | habitat | habitat types

 | type | types |

 | | | ___________________________________________________________________________

 | | |

9081C*----------------------|ATM | |

 Newot sandy loam, 10 to 30 | | |

 percent slopes, very stony| | |

 | | |

9082B*----------------------|ATM | |

 Newood sandy loam, 5 to 10 | | |

 percent slopes, very stony| | |

 | | |

9083A*----------------------| |AH, AOCa |

 Crystal Lake silt loam, 0 | | |

 to 5 percent slopes | | |

 | | |

9083B*----------------------| |AH, AOCa |

 Crystal Lake silt loam, 5 | | |

 to 10 percent slopes | | |

 | | |

9086A*----------------------| |AH, AOCa |

 Freeon silt loam, 0 to 5 | | |

 percent slopes, very stony| | |

 | | |

9087C*----------------------| |AH, AOCa |

 Crystal Lake-Freeon, very | | |

 stony-Newot, very stony, | | |

 complex, 10 to 20 percent | | |

 slopes | | |

 | | |

9088A*----------------------| | |ATM, TMC, Llmin

 Newood-Capitola complex, 0 | | |

 to 5 percent slopes, very | | |

 stony | | |

 | | |

9089B*----------------------| | |ATM, TMC, Lnorg

 Newood, very stony-Lupton | | |

 complex, 0 to 10 percent | | |

 slopes | | |

 | | |

9090C*----------------------| | |ATM, TMC, Lnorg

 Newood, very stony-Newot, | | |

 very stony-Lupton complex,| | |

 0 to 30 percent slopes | | |

 | | |

9092D*----------------------| |ATM, AVVb |

 Newot sandy loam, 20 to 45 | | |

 percent slopes, very stony| | |

 | | |

9093C*----------------------| |ATM, AVVb |

 Pence-Padus complex, 10 to | | |

 30 percent slopes | | |

 | | |

9096C*----------------------| | |ATM, TMC, Lnorg

 Newot, very stony-Pesabic, | | |

 very stony-Lupton complex,| | |

 0 to 30 percent slopes | | |

 | | |

9097B*----------------------|ATM | |

 Newood-Padus complex, 5 to | | |

 10 percent slopes, very | | |

 stony | | |

 | | |

9098A*----------------------| | |ACaI, AHI, ArAbCo

 Oesterle loam, 0 to 3 | | |

 percent slopes | | |

 | | |
300 Soil Survey of

Table 15.--Forest Habitat Types--Continued

___________________________________________________________________________

 | | |

 Map symbol and | Dominant | Codominant | Most common

 map unit name | habitat | habitat | habitat types

 | type | types |

 | | | ___________________________________________________________________________

 | | |

9099B*----------------------| |AH, AOCa |

 Antigo silt loam, 5 to 10 | | |

 percent slopes | | |

 | | |

9197C*----------------------| |ATM, AVVb |

 Pelissier very cobbly sandy| | |

 loam, 10 to 30 percent | | |

 slopes | | |

 | | |

M-W. | | |

 Miscellaneous water | | |

 | | |

W. | | |

 Water | | |

 | | | ___________________________________________________________________________
Taylor County, Wisconsin 301

Table 16a.--Recreation

(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 | ___________________________________________________________________________________________________

 | | | | | |

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 |

 | | | | | |

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

 | | | | | |

48B: | | | | | |

 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 |

 | | | | | Slope |0.50

 | | | | | |

57B: | | | | | |

 Spencer-------------|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 |0.50

 | | | | | |

59A: | | | | | |

 Almena--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

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 |

 | | | | | |
302 Soil Survey of

Table 16a.--Recreation--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 |

 | | | | | |

63D: | | | | | |

 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 |

 | | | | | |

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 |

 | | | | | |

77A: | | | | | |

 Auburndale----------|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

 | | | | | |

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

 | | | | | |

182D: | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | 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

 | | | | | |
Taylor County, Wisconsin 303

Table 16a.--Recreation--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

 | | | | | |

308B: | | | | | |

 Blackriver----------|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

 | | | | | |

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

 | | | | | |

324A: | | | | | |

 Maplehurst----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

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 |

 | | | | | |

345B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | 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 |

 | | | | | |

 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

 | | | | | |

346E: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Gravel content |1.00

 | Gravel content |1.00 | Gravel content |1.00 | Slope |1.00

 | Restricted |0.96 | Restricted |0.96 | Restricted |0.96

 | permeability | | permeability | | permeability |

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | | | | | |
304 Soil Survey of

Table 16a.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

346E: | | | | | |

 Pence, very stony---|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

 | | | | | |

355B: | | | | | |

 Loyal---------------|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 | Slope |0.50

 | permeability | | permeability | | Restricted |0.21

 | | | | | permeability |

 | | | | | |

355C: | | | | | |

 Loyal---------------|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 | Slope |1.00

 | permeability | | permeability | | Restricted |0.21

 | Slope |0.04 | Slope |0.04 | permeability |

 | | | | | |

356A: | | | | | |

 Withee--------------|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 |

 | | | | | |

357A: | | | | | |

 Marshfield----------|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 |

 | | | | | |

408A: | | | | | |

 Lupton--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Content of |1.00 | saturated zone |

 | Content of |1.00 | organic matter | | Content of |1.00

 | organic matter | | Gravel content |1.00 | 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 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Content of |1.00 | saturated zone |

 | Content of |1.00 | organic matter | | Content of |1.00

 | organic matter | | Gravel content |1.00 | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |
Taylor County, Wisconsin 305

Table 16a.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

414A: | | | | | |

 Loxley--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Content of |1.00 | saturated zone |

 | Content of |1.00 | organic matter | | Content of |1.00

 | organic matter | | Gravel content |1.00 | 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 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Content of |1.00 | saturated zone |

 | Content of |1.00 | organic matter | | Content of |1.00

 | organic matter | | Gravel content |1.00 | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Restricted |0.21 | Restricted |0.21 | Restricted |0.21

 | permeability | | permeability | | permeability |

 | | | | | |

457B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | 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 |

 | | | | | |

 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 |

 | | | | | |

457C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | 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 |

 | | | | | |
306 Soil Survey of

Table 16a.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

515A: | | | | | |

 Manitowish----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | Gravel content |0.01

 | | | | | |

525B: | | | | | |

 Newood, very stony--|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Restricted |0.96 | Restricted |0.96 | Restricted |0.96

 | 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 |0.16

 | | | | | |

 Padwood-------------|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 |

 | | | | | Gravel content |0.06

 | | | | | |

 Tipler--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Gravel content |0.02

 | | | | | |

527B: | | | | | |

 Padwood-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |0.19 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Slope |0.12

 | | | | | Gravel content |0.06

 | | | | | |

537D: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Gravel content |1.00

 | Gravel content |1.00 | Gravel content |1.00 | Slope |1.00

 | Restricted |0.96 | Restricted |0.96 | Restricted |0.96

 | permeability | | permeability | | permeability |

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | | | | | |

 Newood, very stony--|Somewhat limited | |Somewhat limited | |Very limited |

 | Restricted |0.96 | Restricted |0.96 | Slope |1.00

 | permeability | | permeability | | Restricted |0.96

 | Too stony |0.50 | Too stony |0.50 | permeability |

 | Depth to |0.39 | Slope |0.37 | Too stony |0.50

 | saturated zone | | Depth to |0.19 | Depth to |0.39

 | Slope |0.37 | saturated zone | | saturated zone |

 | | | | | Gravel content |0.16

 | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Content of |1.00 | saturated zone |

 | Content of |1.00 | organic matter | | Content of |1.00

 | organic matter | | Gravel content |1.00 | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |
Taylor County, Wisconsin 307

Table 16a.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

545C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | 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 |

 | | | | | |

 Antigo--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

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

 | | | | | |

560A: | | | | | |

 Worwood-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | saturated zone |

 | | | | | |

571E: | | | | | |

 Pelissier-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Gravel content |1.00

 | Gravel content |1.00 | Gravel content |1.00 | Slope |1.00

 | | | | | |

612A: | | | | | |

 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 |

 | | | | | |

 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 |

 | | | | | |

623A: | | | | | |

 Capitola, 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 |

 | 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 |

 | | | | | |
308 Soil Survey of

Table 16a.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

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 |

 | | | | | |

637B: | | | | | |

 Newood, very stony--|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Restricted |0.96 | Restricted |0.96 | Restricted |0.96

 | 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 |0.16

 | | | | | |

637C: | | | | | |

 Newood, very stony--|Somewhat limited | |Somewhat limited | |Very limited |

 | Restricted |0.96 | Restricted |0.96 | Slope |1.00

 | permeability | | permeability | | Restricted |0.96

 | Too stony |0.50 | Too stony |0.50 | permeability |

 | Depth to |0.39 | Slope |0.37 | Too stony |0.50

 | saturated zone | | Depth to |0.19 | Depth to |0.39

 | Slope |0.37 | saturated zone | | saturated zone |

 | | | | | Gravel content |0.16

 | | | | | |

642B: | | | | | |

 Pesabic, very stony |Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | saturated zone |

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | | | | | |

 Capitola, very stony|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | | | | | |

 Newood, very stony--|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Restricted |0.96 | Restricted |0.96 | Restricted |0.96

 | 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 |0.16

 | | | | | |

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

 | | | | | |

683A: | | | | | |

 Tipler--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Gravel content |0.02

 | | | | | |
Taylor County, Wisconsin 309

Table 16a.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

737D: | | | | | |

 Santiago, very stony|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 |0.43 | Restricted |0.43 | Restricted |0.43

 | permeability | | permeability | | permeability |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

748A: | | | | | |

 Brander-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |0.75 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

755A: | | | | | |

 Moppet--------------|Very limited | |Not limited | |Somewhat limited |

 | Flooding |1.00 | | | Flooding |0.60

 | | | | | |

 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

 | | | | | |

757B: | | | | | |

 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 |

 | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | 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 |

 | | | | | |

 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 |

 | | | | | |

 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 |

 | | | | | |
310 Soil Survey of

Table 16a.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

766A: | | | | | |

 Moppet--------------|Very limited | |Not limited | |Somewhat limited |

 | Flooding |1.00 | | | Flooding |0.60

 | | | | | |

822A: | | | | | |

 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 |

 | | | | | |

 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 |

 | | | | | |

 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 |

 | | | | | |

837E: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Gravel content |1.00

 | Gravel content |1.00 | Gravel content |1.00 | Slope |1.00

 | Restricted |0.96 | Restricted |0.96 | Restricted |0.96

 | permeability | | permeability | | permeability |

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | | | | | |

848A: | | | | | |

 Ribriver------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |0.75 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

863B: | | | | | |

 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 |

 | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | 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 |

 | | | | | |

 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

 | | | | | |
Taylor County, Wisconsin 311

Table 16a.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

923A: | | | | | |

 Capitola, very stony|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | | | | | |

 Cebana, 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 |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Restricted |0.96 | Restricted |0.96 | Restricted |0.96

 | permeability | | permeability | | permeability |

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

956B: | | | | | |

 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 |

 | | | | | |

957B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | 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 |

 | | | | | |

957C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | 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 |

 | | | | | |

2015: | | | | | |

 Pits----------------|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 |

 | | | | | |
312 Soil Survey of

Table 16a.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

3456A: | | | | | |

 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 |

 | | | | | |

3525C: | | | | | |

 Newood, very stony--|Somewhat limited | |Somewhat limited | |Very limited |

 | Restricted |0.96 | Restricted |0.96 | Slope |1.00

 | permeability | | permeability | | Restricted |0.96

 | Too stony |0.50 | Too stony |0.50 | permeability |

 | Depth to |0.39 | Slope |0.37 | Too stony |0.50

 | saturated zone | | Depth to |0.19 | Depth to |0.39

 | Slope |0.37 | saturated zone | | saturated zone |

 | | | | | Gravel content |0.16

 | | | | | |

 Padwood-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Depth to |0.39 | Slope |0.37 | Slope |1.00

 | saturated zone | | Depth to |0.19 | Depth to |0.39

 | Slope |0.37 | saturated zone | | saturated zone |

 | | | | | Gravel content |0.06

 | | | | | |

 Padus---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | Gravel content |0.02

 | | | | | |

3546C: | | | | | |

 Newood, very stony--|Somewhat limited | |Somewhat limited | |Very limited |

 | Restricted |0.96 | Restricted |0.96 | Slope |1.00

 | permeability | | permeability | | Restricted |0.96

 | Too stony |0.50 | Too stony |0.50 | permeability |

 | Depth to |0.39 | Slope |0.37 | Too stony |0.50

 | saturated zone | | Depth to |0.19 | Depth to |0.39

 | Slope |0.37 | saturated zone | | saturated zone |

 | | | | | Gravel content |0.16

 | | | | | |

 Pence, very stony---|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

 | | | | | |
Taylor County, Wisconsin 313

Table 16a.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

3556C: | | | | | |

 Newood, very stony--|Somewhat limited | |Somewhat limited | |Very limited |

 | Restricted |0.96 | Restricted |0.96 | Slope |1.00

 | permeability | | permeability | | Restricted |0.96

 | Too stony |0.50 | Too stony |0.50 | permeability |

 | Depth to |0.39 | Slope |0.37 | Too stony |0.50

 | saturated zone | | Depth to |0.19 | Depth to |0.39

 | Slope |0.37 | saturated zone | | saturated zone |

 | | | | | Gravel content |0.16

 | | | | | |

 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 |

 | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Content of |1.00 | saturated zone |

 | Content of |1.00 | organic matter | | Content of |1.00

 | organic matter | | Gravel content |1.00 | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

3561A: | | | | | |

 Pesabic, very stony |Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | saturated zone |

 | Restricted |0.96 | Restricted |0.96 | Restricted |0.96

 | permeability | | permeability | | permeability |

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | | | | | |

 Worwood-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | saturated zone |

 | | | | | |

 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

 | | | | | |

3569C: | | | | | |

 Newood, very stony--|Somewhat limited | |Somewhat limited | |Very limited |

 | Restricted |0.96 | Restricted |0.96 | Slope |1.00

 | permeability | | permeability | | Restricted |0.96

 | 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 |0.16

 | | | | | |
314 Soil Survey of

Table 16a.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

3569C: | | | | | |

 Pesabic, very stony |Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | saturated zone |

 | Restricted |0.96 | Restricted |0.96 | Restricted |0.96

 | permeability | | permeability | | permeability |

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Content of |1.00 | saturated zone |

 | Content of |1.00 | organic matter | | Content of |1.00

 | organic matter | | Gravel content |1.00 | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

3666B: | | | | | |

 Pesabic, very stony |Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | saturated zone |

 | Restricted |0.96 | Restricted |0.96 | Restricted |0.96

 | permeability | | permeability | | permeability |

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | | | | | |

3863C: | | | | | |

 Crystal Lake--------|Somewhat limited | |Somewhat limited | |Very limited |

 | Depth to |0.39 | Slope |0.37 | Slope |1.00

 | 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 |

 | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | 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 |

 | | | | | |

 Antigo--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

9052A: | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Content of |1.00 | saturated zone |

 | Content of |1.00 | organic matter | | Content of |1.00

 | organic matter | | Gravel content |1.00 | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Capitola, very stony|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | | | | | |
Taylor County, Wisconsin 315

Table 16a.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

9052A: | | | | | |

 Lupton--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Content of |1.00 | saturated zone |

 | Content of |1.00 | organic matter | | Content of |1.00

 | organic matter | | Gravel content |1.00 | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

9055A: | | | | | |

 Loxley--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Content of |1.00 | saturated zone |

 | Content of |1.00 | organic matter | | Content of |1.00

 | organic matter | | Gravel content |1.00 | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

9060D: | | | | | |

 Pelissier-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Gravel content |1.00

 | Gravel content |1.00 | Gravel content |1.00 | Slope |1.00

 | | | | | |

9071B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | 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

 | | | | | permeability |

 | | | | | |

9077C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | saturated zone |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | Restricted |0.43 | Restricted |0.43 | Restricted |0.43

 | permeability | | permeability | | permeability |

 | | | | | |

9078A: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | 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 |

 | | | | | Slope |0.12

 | | | | | |

 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 |

 | | | | | |
316 Soil Survey of

Table 16a.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

9078A: | | | | | |

 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 |

 | | | | | |

9081C: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Restricted |0.96 | Restricted |0.96 | Restricted |0.96

 | permeability | | permeability | | permeability |

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | | | | | |

9082B: | | | | | |

 Newood, very stony--|Somewhat limited | |Somewhat limited | |Very limited |

 | Restricted |0.96 | Restricted |0.96 | Slope |1.00

 | permeability | | permeability | | Restricted |0.96

 | 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 |0.16

 | | | | | |

9083A: | | | | | |

 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 |

 | | | | | Slope |0.12

 | | | | | |

9083B: | | | | | |

 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

 | | | | | permeability |

 | | | | | |

9086A: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | 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 |

 | | | | | Slope |0.12

 | | | | | |

9087C: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | 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 |

 | | | | | |
Taylor County, Wisconsin 317

Table 16a.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

9087C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | saturated zone |

 | Slope |0.84 | Slope |0.84 | Slope |1.00

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | Restricted |0.43 | Restricted |0.43 | Restricted |0.43

 | permeability | | permeability | | permeability |

 | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Restricted |0.96 | Restricted |0.96 | Restricted |0.96

 | permeability | | permeability | | permeability |

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | | | | | |

9088A: | | | | | |

 Newood, very stony--|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Restricted |0.96 | Restricted |0.96 | Restricted |0.96

 | 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 |0.16

 | | | | | |

 Capitola, very stony|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | | | | | |

9089B: | | | | | |

 Newood, very stony--|Somewhat limited | |Somewhat limited | |Very limited |

 | Restricted |0.96 | Restricted |0.96 | Slope |1.00

 | permeability | | permeability | | Restricted |0.96

 | 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 |0.16

 | | | | | |

 Lupton--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Content of |1.00 | saturated zone |

 | Content of |1.00 | organic matter | | Content of |1.00

 | organic matter | | Gravel content |1.00 | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

9090C: | | | | | |

 Newood, very stony--|Somewhat limited | |Somewhat limited | |Very limited |

 | Restricted |0.96 | Restricted |0.96 | Slope |1.00

 | permeability | | permeability | | Restricted |0.96

 | 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 |0.16

 | | | | | |
318 Soil Survey of

Table 16a.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

9090C: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Gravel content |1.00

 | Gravel content |1.00 | Gravel content |1.00 | Slope |1.00

 | Restricted |0.96 | Restricted |0.96 | Restricted |0.96

 | permeability | | permeability | | permeability |

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | | | | | |

 Lupton--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Content of |1.00 | saturated zone |

 | Content of |1.00 | organic matter | | Content of |1.00

 | organic matter | | Gravel content |1.00 | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

9092D: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Gravel content |1.00

 | Gravel content |1.00 | Gravel content |1.00 | Slope |1.00

 | Restricted |0.96 | Restricted |0.96 | Restricted |0.96

 | permeability | | permeability | | permeability |

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | | | | | |

9093C: | | | | | |

 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

 | | | | | |

9096C: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Gravel content |1.00

 | Gravel content |1.00 | Gravel content |1.00 | Slope |1.00

 | Restricted |0.96 | Restricted |0.96 | Restricted |0.96

 | permeability | | permeability | | permeability |

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | | | | | |

 Pesabic, very stony |Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | saturated zone |

 | Restricted |0.96 | Restricted |0.96 | Restricted |0.96

 | permeability | | permeability | | permeability |

 | Too stony |0.50 | Too stony |0.50 | Too stony |0.50

 | | | | | |

 Lupton--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Content of |1.00 | saturated zone |

 | Content of |1.00 | organic matter | | Content of |1.00

 | organic matter | | Gravel content |1.00 | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |
Taylor County, Wisconsin 319

Table 16a.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

9097B: | | | | | |

 Newood, very stony--|Somewhat limited | |Somewhat limited | |Very limited |

 | Restricted |0.96 | Restricted |0.96 | Slope |1.00

 | permeability | | permeability | | Restricted |0.96

 | 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 |0.16

 | | | | | |

 Padus, very stony---|Somewhat limited | |Somewhat limited | |Very limited |

 | Too stony |0.50 | Too stony |0.50 | Slope |1.00

 | | | | | Too stony |0.50

 | | | | | Gravel content |0.02

 | | | | | |

9098A: | | | | | |

 Oesterle------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Gravel content |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Gravel content |1.00 | Gravel content |1.00 | saturated zone |

 | | | | | |

9099B: | | | | | |

 Antigo--------------|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | | | | | Slope |1.00

 | | | | | |

9197C: | | | | | |

 Pelissier-----------|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
320 Soil Survey of

Table 16b.--Recreation

(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 | ___________________________________________________________________________________________________

 | | | | | |

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 |

 | | | | | |

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 | | | |

 | | | | | |

48B: | | | | | |

 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 |

 | | | | | |

57B: | | | | | |

 Spencer-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

59A: | | | | | |

 Almena--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | 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

 | | | | | |

63D: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |0.02 | | | |

 | | | | | |
Taylor County, Wisconsin 321

Table 16b.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

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 | |

 | | | | | |

77A: | | | | | |

 Auburndale----------|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

 | | | | | |

182B: | | | | | |

 Padus---------------|Not limited | |Not limited | |Not limited |

 | | | | | |

182C: | | | | | |

 Padus---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.37

 | | | | | |

182D: | | | | | |

 Padus---------------|Somewhat limited | |Not limited | |Very limited |

 | Slope |0.92 | | | 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 | |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 |

 | | | | | |

308B: | | | | | |

 Blackriver----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.44 | Depth to |0.44 | Depth to |0.75

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |
322 Soil Survey of

Table 16b.--Recreation--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

 | | | | | |

324A: | | | | | |

 Maplehurst----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

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 |

 | | | | | |

345B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | 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 | |

 | | | | | |

 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 |

 | | | | | |

346E: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Slope |1.00

 | Slope |1.00 | Too stony |0.50 | Gravel content |1.00

 | Too stony |0.50 | Slope |0.22 | |

 | | | | | |

 Pence, very stony---|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 |

 | | | | | |

355B: | | | | | |

 Loyal---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

355C: | | | | | |

 Loyal---------------|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

 | | | | | |

356A: | | | | | |

 Withee--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

357A: | | | | | |

 Marshfield----------|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

 | | | | | |
Taylor County, Wisconsin 323

Table 16b.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

408A: | | | | | |

 Lupton--------------|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Content of |1.00

 | Depth to |1.00 | Depth to |1.00 | organic matter |

 | saturated zone | | saturated zone | | Gravel content |1.00

 | 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 |

 | Gravel content |1.00 | Gravel content |1.00 | Content of |1.00

 | Depth to |1.00 | Depth to |1.00 | organic matter |

 | saturated zone | | saturated zone | | Gravel content |1.00

 | 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

 | | | | | |

414A: | | | | | |

 Loxley--------------|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Content of |1.00

 | Depth to |1.00 | Depth to |1.00 | organic matter |

 | saturated zone | | saturated zone | | Gravel content |1.00

 | 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 |

 | Gravel content |1.00 | Gravel content |1.00 | Content of |1.00

 | Depth to |1.00 | Depth to |1.00 | organic matter |

 | saturated zone | | saturated zone | | Gravel content |1.00

 | 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

 | | | | | |

457B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | 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 |

 | | | | | |

457C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | 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 |

 | | | | | |
324 Soil Survey of

Table 16b.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

515A: | | | | | |

 Manitowish----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.17

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

525B: | | | | | |

 Newood, 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 |0.01

 | | | | | stones |

 | | | | | |

 Padwood-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | |

 Tipler--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

527B: | | | | | |

 Padwood-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | |

537D: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Slope |1.00

 | Slope |1.00 | Too stony |0.50 | Gravel content |1.00

 | Too stony |0.50 | | | |

 | | | | | |

 Newood, very stony--|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 |

 | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Content of |1.00

 | Depth to |1.00 | Depth to |1.00 | organic matter |

 | saturated zone | | saturated zone | | Gravel content |1.00

 | 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

 | | | | | |

545C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | 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 | |

 | | | | | |

 Antigo--------------|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |0.37

 | | | | | |
Taylor County, Wisconsin 325

Table 16b.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

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

 | | | | | |

560A: | | | | | |

 Worwood-------------|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

571E: | | | | | |

 Pelissier-----------|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Slope |1.00

 | Slope |1.00 | Slope |0.22 | Gravel content |1.00

 | | | | | Droughty |0.79

 | | | | | |

612A: | | | | | |

 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 |

 | | | | | |

 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 |

 | | | | | |

623A: | | | | | |

 Capitola, 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 |

 | 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 |

 | | | | | |

632B: | | | | | |

 Aftad---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | |

637B: | | | | | |

 Newood, 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 |0.01

 | | | | | stones |

 | | | | | |

637C: | | | | | |

 Newood, very stony--|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 |

 | | | | | |
326 Soil Survey of

Table 16b.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

642B: | | | | | |

 Pesabic, very stony |Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | 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 | |

 | | | | | |

 Capitola, very stony|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |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

 | Too stony |0.50 | Too stony |0.50 | |

 | | | | | |

 Newood, 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 |0.01

 | | | | | stones |

 | | | | | |

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 |

 | | | | | |

683A: | | | | | |

 Tipler--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

737D: | | | | | |

 Santiago, very stony|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |0.92 | Too stony |0.50 | Content of large |0.01

 | Too stony |0.50 | | | stones |

 | | | | | |

748A: | | | | | |

 Brander-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.44 | Depth to |0.44 | Depth to |0.75

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

755A: | | | | | |

 Moppet--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Flooding |0.60

 | | | | | |

 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

 | | | | | |

757B: | | | | | |

 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 |

 | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | 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 | |

 | | | | | |
Taylor County, Wisconsin 327

Table 16b.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

757B: | | | | | |

 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 |

 | | | | | |

 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 |

 | | | | | |

766A: | | | | | |

 Moppet--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Flooding |0.60

 | | | | | |

822A: | | | | | |

 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 |

 | | | | | |

 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 |

 | | | | | |

 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 |

 | | | | | |

837E: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Slope |1.00

 | Slope |1.00 | Too stony |0.50 | Gravel content |1.00

 | Too stony |0.50 | Slope |0.22 | |

 | | | | | |

848A: | | | | | |

 Ribriver------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.44 | Depth to |0.44 | Depth to |0.75

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

863B: | | | | | |

 Crystal Lake--------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | 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 | |

 | | | | | |

 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 |

 | | | | | |
328 Soil Survey of

Table 16b.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

923A: | | | | | |

 Capitola, very stony|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |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

 | Too stony |0.50 | Too stony |0.50 | |

 | | | | | |

 Cebana, 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 |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Too stony |0.50 | Too stony |0.50 | Content of large |0.01

 | | | | | stones |

 | | | | | |

956B: | | | | | |

 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 |

 | | | | | |

957B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | 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 | |

 | | | | | |

957C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | 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 | |

 | | | | | |

2015: | | | | | |

 Pits----------------|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

 | | | | | |

3456A: | | | | | |

 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 |

 | | | | | |
Taylor County, Wisconsin 329

Table 16b.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

3525C: | | | | | |

 Newood, very stony--|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 |

 | | | | | |

 Padwood-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.37

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | |

 Padus---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.37

 | | | | | |

3546C: | | | | | |

 Newood, very stony--|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 |

 | | | | | |

 Pence, very stony---|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 |

 | | | | | |

3556C: | | | | | |

 Newood, very stony--|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 |

 | | | | | |

 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 |

 | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Content of |1.00

 | Depth to |1.00 | Depth to |1.00 | organic matter |

 | saturated zone | | saturated zone | | Gravel content |1.00

 | 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

 | | | | | |

3561A: | | | | | |

 Pesabic, very stony |Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | 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 | |

 | | | | | |
330 Soil Survey of

Table 16b.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

3561A: | | | | | |

 Worwood-------------|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 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 |

 | | | | | |

3569C: | | | | | |

 Newood, 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 |0.01

 | | | | | stones |

 | | | | | |

 Pesabic, very stony |Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | 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 | |

 | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Content of |1.00

 | Depth to |1.00 | Depth to |1.00 | organic matter |

 | saturated zone | | saturated zone | | Gravel content |1.00

 | 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

 | | | | | |

3666B: | | | | | |

 Pesabic, very stony |Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | 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 | |

 | | | | | |

3863C: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |0.37

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | 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 | |

 | | | | | |

 Antigo--------------|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |0.37

 | | | | | |
Taylor County, Wisconsin 331

Table 16b.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

9052A: | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Content of |1.00

 | Depth to |1.00 | Depth to |1.00 | organic matter |

 | saturated zone | | saturated zone | | Gravel content |1.00

 | 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

 | | | | | |

 Capitola, very stony|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |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

 | Too stony |0.50 | Too stony |0.50 | |

 | | | | | |

 Lupton--------------|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Content of |1.00

 | Depth to |1.00 | Depth to |1.00 | organic matter |

 | saturated zone | | saturated zone | | Gravel content |1.00

 | 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

 | | | | | |

9055A: | | | | | |

 Loxley--------------|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Content of |1.00

 | Depth to |1.00 | Depth to |1.00 | organic matter |

 | saturated zone | | saturated zone | | Gravel content |1.00

 | 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

 | | | | | |

9060D: | | | | | |

 Pelissier-----------|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Slope |1.00

 | Slope |1.00 | Slope |0.56 | Gravel content |1.00

 | | | | | Droughty |0.79

 | | | | | |

9071B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | 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 | |

 | | | | | |

9077C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | 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 |1.00

 | Too stony |0.50 | Too stony |0.50 | |

 | | | | | |

9078A: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | 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 | |

 | | | | | |
332 Soil Survey of

Table 16b.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

9078A: | | | | | |

 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 |

 | | | | | |

 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 |

 | | | | | |

9081C: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | Slope |0.50 | Too stony |0.50 | Slope |1.00

 | Too stony |0.50 | | | |

 | | | | | |

9082B: | | | | | |

 Newood, 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 |0.01

 | | | | | stones |

 | | | | | |

9083A: | | | | | |

 Crystal Lake--------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | |

9083B: | | | | | |

 Crystal Lake--------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | |

9086A: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | 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 | |

 | | | | | |

9087C: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | 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 |0.84

 | Too stony |0.50 | Too stony |0.50 | |

 | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | Too stony |0.50 | Too stony |0.50 | Slope |1.00

 | | | | | |
Taylor County, Wisconsin 333

Table 16b.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

9088A: | | | | | |

 Newood, 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 |0.01

 | | | | | stones |

 | | | | | |

 Capitola, very stony|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |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

 | Too stony |0.50 | Too stony |0.50 | |

 | | | | | |

9089B: | | | | | |

 Newood, 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 |0.01

 | | | | | stones |

 | | | | | |

 Lupton--------------|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Content of |1.00

 | Depth to |1.00 | Depth to |1.00 | organic matter |

 | saturated zone | | saturated zone | | Gravel content |1.00

 | 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

 | | | | | |

9090C: | | | | | |

 Newood, 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 |0.01

 | | | | | stones |

 | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Slope |1.00

 | Slope |0.92 | Too stony |0.50 | Gravel content |1.00

 | Too stony |0.50 | | | |

 | | | | | |

 Lupton--------------|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Content of |1.00

 | Depth to |1.00 | Depth to |1.00 | organic matter |

 | saturated zone | | saturated zone | | Gravel content |1.00

 | 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

 | | | | | |

9092D: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Slope |1.00

 | Slope |1.00 | Slope |0.56 | Gravel content |1.00

 | Too stony |0.50 | Too stony |0.50 | |

 | | | | | |

9093C: | | | | | |

 Pence---------------|Somewhat limited | |Not limited | |Very limited |

 | Slope |0.50 | | | Slope |1.00

 | | | | | Droughty |0.30

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |
334 Soil Survey of

Table 16b.--Recreation--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 | ___________________________________________________________________________________________________

 | | | | | |

9093C: | | | | | |

 Padus---------------|Somewhat limited | |Not limited | |Very limited |

 | Slope |0.50 | | | Slope |1.00

 | | | | | |

9096C: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Slope |1.00

 | Slope |0.92 | Too stony |0.50 | Gravel content |1.00

 | Too stony |0.50 | | | |

 | | | | | |

 Pesabic, very stony |Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | 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 | |

 | | | | | |

 Lupton--------------|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Content of |1.00

 | Depth to |1.00 | Depth to |1.00 | organic matter |

 | saturated zone | | saturated zone | | Gravel content |1.00

 | 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

 | | | | | |

9097B: | | | | | |

 Newood, 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 |0.01

 | | | | | stones |

 | | | | | |

 Padus, very stony---|Somewhat limited | |Somewhat limited | |Not limited |

 | Too stony |0.50 | Too stony |0.50 | |

 | | | | | |

9098A: | | | | | |

 Oesterle------------|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

9099B: | | | | | |

 Antigo--------------|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | | | | | |

9197C: | | | | | |

 Pelissier-----------|Very limited | |Very limited | |Very limited |

 | Gravel content |1.00 | Gravel content |1.00 | Gravel content |1.00

 | Slope |0.50 | | | Slope |1.00

 | | | | | Droughty |0.59

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
Taylor County, Wisconsin 335

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 | ____________________________________________________________________________________________________________

 | | | | | | | | | |

22A: | | | | | | | | | |

 Comstock----------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

24A: | | | | | | | | | |

 Poskin------------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

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

 | | | | | | | | | |

48B: | | | | | | | | | |

 Brill-------------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

57B: | | | | | | | | | |

 Spencer-----------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

59A: | | | | | | | | | |

 Almena------------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

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

 | | | | | | | | | |

63D: | | | | | | | | | |

 Crystal Lake------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

63E: | | | | | | | | | |

 Crystal Lake------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

77A: | | | | | | | | | |

 Auburndale--------------|Poor |Fair |Fair |Fair |Fair |Good |Good |Fair |Fair |Good

 | | | | | | | | | |

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

 | | | | | | | | | |
336 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 | ____________________________________________________________________________________________________________

 | | | | | | | | | |

182D: | | | | | | | | | |

 Padus-------------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |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

 | | | | | | | | | |

308B: | | | | | | | | | |

 Blackriver--------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

315A: | | | | | | | | | |

 Rib---------------------|Poor |Fair |Fair |Fair |Fair |Good |Good |Fair |Fair |Good

 | | | | | | | | | |

324A: | | | | | | | | | |

 Maplehurst--------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

337A: | | | | | | | | | |

 Plover------------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

345B: | | | | | | | | | |

 Freeon, very stony------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Sconsin-----------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

346E: | | | | | | | | | |

 Newot, very stony-------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Pence, very stony-------|Very |Poor |Fair |Fair |Fair |Very |Very |Poor |Fair |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

355B: | | | | | | | | | |

 Loyal-------------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

355C: | | | | | | | | | |

 Loyal-------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

356A: | | | | | | | | | |

 Withee------------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |
Taylor County, Wisconsin 337

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 | ____________________________________________________________________________________________________________

 | | | | | | | | | |

357A: | | | | | | | | | |

 Marshfield--------------|Poor |Fair |Fair |Fair |Fair |Good |Good |Fair |Fair |Good

 | | | | | | | | | |

408A: | | | | | | | | | |

 Lupton------------------|Poor |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | | | | | | | | | |

 Cathro------------------|Poor |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | | | | | | | | | |

414A: | | | | | | | | | |

 Loxley------------------|Very |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

 Beseman-----------------|Very |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

457B: | | | | | | | | | |

 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

 | | | | | | | | | |

457C: | | | | | | | | | |

 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

 | | | | | | | | | |

515A: | | | | | | | | | |

 Manitowish--------------|Fair |Fair |Good |Good |Good |Poor |Poor |Fair |Good |Poor

 | | | | | | | | | |

525B: | | | | | | | | | |

 Newood, very stony------|Very |Poor |Good |Good |Good |Poor |Poor |Poor |Good |Poor

 | poor | | | | | | | | |

 | | | | | | | | | |

 Padwood-----------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

 Tipler------------------|Fair |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

527B: | | | | | | | | | |

 Padwood-----------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

537D: | | | | | | | | | |

 Newot, very stony-------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Newood, very stony------|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

 | | | | | | | | | |

545C: | | | | | | | | | |

 Freeon, very stony------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Antigo------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |
338 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 | ____________________________________________________________________________________________________________

 | | | | | | | | | |

555A: | | | | | | | | | |

 Fordum------------------|Poor |Fair |Fair |Fair |Fair |Good |Good |Fair |Fair |Good

 | | | | | | | | | |

560A: | | | | | | | | | |

 Worwood-----------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

571E: | | | | | | | | | |

 Pelissier---------------|Very |Poor |Fair |Poor |Poor |Very |Very |Poor |Poor |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

612A: | | | | | | | | | |

 Magnor, very stony------|Very |Poor |Good |Good |Good |Poor |Poor |Poor |Good |Poor

 | poor | | | | | | | | |

 | | | | | | | | | |

 Ossmer------------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Fair |Poor

 | | | | | | | | | |

623A: | | | | | | | | | |

 Capitola, very stony----|Very |Poor |Fair |Fair |Fair |Good |Good |Poor |Fair |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

624A: | | | | | | | | | |

 Ossmer------------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

632B: | | | | | | | | | |

 Aftad-------------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

637B: | | | | | | | | | |

 Newood, very stony------|Very |Poor |Good |Good |Good |Poor |Poor |Poor |Good |Poor

 | poor | | | | | | | | |

 | | | | | | | | | |

637C: | | | | | | | | | |

 Newood, very stony------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

642B: | | | | | | | | | |

 Pesabic, very stony-----|Very |Poor |Good |Good |Good |Poor |Poor |Poor |Good |Poor

 | poor | | | | | | | | |

 | | | | | | | | | |

 Capitola, very stony----|Very |Poor |Fair |Fair |Fair |Good |Good |Poor |Fair |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

 Newood, very stony------|Very |Poor |Good |Good |Good |Poor |Poor |Poor |Good |Poor

 | poor | | | | | | | | |

 | | | | | | | | | |

648B: | | | | | | | | | |

 Sconsin-----------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

683A: | | | | | | | | | |

 Tipler------------------|Fair |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

737D: | | | | | | | | | |

 Santiago, very stony----|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

748A: | | | | | | | | | |

 Brander-----------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |
Taylor County, Wisconsin 339

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 | ____________________________________________________________________________________________________________

 | | | | | | | | | |

755A: | | | | | | | | | |

 Moppet------------------|Fair |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

 Fordum------------------|Very |Very |Poor |Fair |Fair |Good |Good |Very |Fair |Good

 | poor | poor | | | | | | poor | |

 | | | | | | | | | |

757B: | | | | | | | | | |

 Magnor, very stony------|Very |Poor |Good |Good |Good |Poor |Poor |Poor |Good |Poor

 | poor | | | | | | | | |

 | | | | | | | | | |

 Freeon, very stony------|Very |Poor |Good |Good |Good |Poor |Poor |Poor |Good |Poor

 | poor | | | | | | | | |

 | | | | | | | | | |

 Magnor------------------|Fair |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

 Freeon------------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

766A: | | | | | | | | | |

 Moppet------------------|Fair |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

822A: | | | | | | | | | |

 Comstock----------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

 Magnor, very stony------|Very |Poor |Good |Good |Good |Poor |Poor |Poor |Good |Poor

 | poor | | | | | | | | |

 | | | | | | | | | |

 Ossmer------------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

837E: | | | | | | | | | |

 Newot, very stony-------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

848A: | | | | | | | | | |

 Ribriver----------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

863B: | | | | | | | | | |

 Crystal Lake------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

 Freeon, very stony------|Very |Poor |Good |Good |Good |Poor |Poor |Poor |Good |Poor

 | poor | | | | | | | | |

 | | | | | | | | | |

 Sconsin-----------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

923A: | | | | | | | | | |

 Capitola, very stony----|Very |Poor |Fair |Fair |Fair |Good |Good |Poor |Fair |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

 Cebana, very stony------|Very |Poor |Fair |Fair |Fair |Good |Good |Poor |Fair |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

956B: | | | | | | | | | |

 Magnor, very stony------|Very |Poor |Good |Good |Good |Poor |Poor |Poor |Good |Poor

 | poor | | | | | | | | |

 | | | | | | | | | |

957B: | | | | | | | | | |

 Freeon, very stony------|Very |Poor |Good |Good |Good |Poor |Poor |Poor |Good |Poor

 | poor | | | | | | | | |

 | | | | | | | | | |
340 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 | ____________________________________________________________________________________________________________

 | | | | | | | | | |

957C: | | | | | | | | | |

 Freeon, very stony------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

2015. | | | | | | | | | |

 Pits | | | | | | | | | |

 | | | | | | | | | |

3011A: | | | | | | | | | |

 Barronett---------------|Poor |Fair |Fair |Fair |Fair |Good |Good |Fair |Fair |Good

 | | | | | | | | | |

3456A: | | | | | | | | | |

 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

 | | | | | | | | | |

3525C: | | | | | | | | | |

 Newood, very stony------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Padwood-----------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Padus-------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

3546C: | | | | | | | | | |

 Newood, very stony------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Pence, very stony-------|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

3556C: | | | | | | | | | |

 Newood, very stony------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Magnor, very stony------|Very |Poor |Good |Good |Good |Poor |Poor |Poor |Good |Poor

 | poor | | | | | | | | |

 | | | | | | | | | |

 Cathro------------------|Poor |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | | | | | | | | | |

3561A: | | | | | | | | | |

 Pesabic, very stony-----|Very |Poor |Good |Good |Good |Poor |Poor |Poor |Good |Poor

 | poor | | | | | | | | |

 | | | | | | | | | |

 Worwood-----------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

 Worcester---------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

3569C: | | | | | | | | | |

 Newood, very stony------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Pesabic, very stony-----|Very |Poor |Good |Good |Good |Poor |Poor |Poor |Good |Poor

 | poor | | | | | | | | |

 | | | | | | | | | |

 Cathro------------------|Poor |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | | | | | | | | | |
Taylor County, Wisconsin 341

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 | ____________________________________________________________________________________________________________

 | | | | | | | | | |

3666B: | | | | | | | | | |

 Pesabic, very stony-----|Very |Poor |Good |Good |Good |Poor |Poor |Poor |Good |Poor

 | poor | | | | | | | | |

 | | | | | | | | | |

3863C: | | | | | | | | | |

 Crystal Lake------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Freeon, very stony------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Antigo------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

9052A: | | | | | | | | | |

 Cathro------------------|Poor |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | | | | | | | | | |

 Capitola, very stony----|Very |Poor |Fair |Fair |Fair |Good |Good |Poor |Fair |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

 Lupton------------------|Poor |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | | | | | | | | | |

9055A: | | | | | | | | | |

 Loxley------------------|Very |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

9060D: | | | | | | | | | |

 Pelissier---------------|Very |Poor |Fair |Poor |Poor |Very |Very |Poor |Poor |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

9071B: | | | | | | | | | |

 Freeon, very stony------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

9077C: | | | | | | | | | |

 Freeon, very stony------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

9078A: | | | | | | | | | |

 Freeon, very stony------|Very |Poor |Good |Good |Good |Poor |Poor |Poor |Good |Poor

 | poor | | | | | | | | |

 | | | | | | | | | |

 Magnor, very stony------|Very |Poor |Good |Good |Good |Poor |Poor |Poor |Good |Poor

 | poor | | | | | | | | |

 | | | | | | | | | |

 Ossmer------------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

9081C: | | | | | | | | | |

 Newot, very stony-------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

9082B: | | | | | | | | | |

 Newood, very stony------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

9083A: | | | | | | | | | |

 Crystal Lake------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

9083B: | | | | | | | | | |

 Crystal Lake------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |
342 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 | ____________________________________________________________________________________________________________

 | | | | | | | | | |

9086A: | | | | | | | | | |

 Freeon, very stony------|Very |Poor |Good |Good |Good |Poor |Poor |Poor |Good |Poor

 | poor | | | | | | | | |

 | | | | | | | | | |

9087C: | | | | | | | | | |

 Crystal Lake------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Freeon, very stony------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Newot, very stony-------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

9088A: | | | | | | | | | |

 Newood, very stony------|Very |Poor |Good |Good |Good |Poor |Poor |Poor |Good |Poor

 | poor | | | | | | | | |

 | | | | | | | | | |

 Capitola, very stony----|Very |Poor |Fair |Fair |Fair |Good |Good |Poor |Fair |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

9089B: | | | | | | | | | |

 Newood, very stony------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Lupton------------------|Poor |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | | | | | | | | | |

9090C: | | | | | | | | | |

 Newood, very stony------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Newot, very stony-------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Lupton------------------|Poor |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | | | | | | | | | |

9092D: | | | | | | | | | |

 Newot, very stony-------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

9093C: | | | | | | | | | |

 Pence-------------------|Poor |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Padus-------------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

9096C: | | | | | | | | | |

 Newot, very stony-------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Pesabic, very stony-----|Very |Poor |Good |Good |Good |Poor |Poor |Poor |Good |Poor

 | poor | | | | | | | | |

 | | | | | | | | | |

 Lupton------------------|Poor |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | | | | | | | | | |

9097B: | | | | | | | | | |

 Newood, very stony------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Padus, very stony-------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |
Taylor County, Wisconsin 343

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 | ____________________________________________________________________________________________________________

 | | | | | | | | | |

9098A: | | | | | | | | | |

 Oesterle----------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

9099B: | | | | | | | | | |

 Antigo------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

9197C: | | | | | | | | | |

 Pelissier---------------|Very |Poor |Fair |Poor |Poor |Very |Very |Poor |Poor |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

M-W. | | | | | | | | | |

 Miscellaneous water | | | | | | | | | |

 | | | | | | | | | |

W. | | | | | | | | | |

 Water | | | | | | | | | |

 | | | | | | | | | | ____________________________________________________________________________________________________________
344 Soil Survey of

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 | ___________________________________________________________________________________________________

 | | | | | |

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 |

 | | | | | |

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

 | | | | | |

48B: | | | | | |

 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 |

 | | | | | |

57B: | | | | | |

 Spencer-------------|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

 | | | | | |

59A: | | | | | |

 Almena--------------|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 | Shrink-swell |0.50

 | | | | | |

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 |

 | | | | | |
Taylor County, Wisconsin 345

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 | ___________________________________________________________________________________________________

 | | | | | |

63D: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | Depth to |1.00 | Shrink-swell |0.50

 | | | 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 |1.00 | Shrink-swell |0.50

 | | | saturated zone | | |

 | | | | | |

77A: | | | | | |

 Auburndale----------|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 | Shrink-swell |0.50

 | | | | | |

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

 | | | | | |

182D: | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | 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

 | | | | | |

308B: | | | | | |

 Blackriver----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |1.00 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |
346 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 | ___________________________________________________________________________________________________

 | | | | | |

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

 | | | | | |

324A: | | | | | |

 Maplehurst----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

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 |

 | | | | | |

345B: | | | | | |

 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 |

 | | | | | |

 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 |

 | | | | | |

346E: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Pence, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

355B: | | | | | |

 Loyal---------------|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 | Shrink-swell |0.50

 | | | | | |

355C: | | | | | |

 Loyal---------------|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 | Slope |1.00

 | Slope |0.04 | Slope |0.04 | Shrink-swell |0.50

 | | | | | |

356A: | | | | | |

 Withee--------------|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 | Shrink-swell |0.50

 | | | | | |

357A: | | | | | |

 Marshfield----------|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

 | | | | | |
Taylor County, Wisconsin 347

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 | ___________________________________________________________________________________________________

 | | | | | |

408A: | | | | | |

 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

 | | | | | |

414A: | | | | | |

 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

 | | | | | |

 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

 | | | | | |

457B: | | | | | |

 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 |

 | | | | | |

457C: | | | | | |

 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

 | | | | | |

515A: | | | | | |

 Manitowish----------|Not limited | |Very limited | |Not limited |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |
348 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 | ___________________________________________________________________________________________________

 | | | | | |

525B: | | | | | |

 Newood, 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 |

 | | | | | |

 Padwood-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Tipler--------------|Not limited | |Very limited | |Not limited |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

527B: | | | | | |

 Padwood-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

537D: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Newood, 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 |0.37 | Slope |0.37 | saturated zone |

 | | | | | |

 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

 | | | | | |

545C: | | | | | |

 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 |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

 Antigo--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | 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

 | | | | | |

560A: | | | | | |

 Worwood-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

571E: | | | | | |

 Pelissier-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |
Taylor County, Wisconsin 349

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 | ___________________________________________________________________________________________________

 | | | | | |

612A: | | | | | |

 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 |

 | | | | | |

 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 |

 | | | | | |

623A: | | | | | |

 Capitola, 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 |

 | 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 |

 | | | | | |

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 |

 | | | | | |

637B: | | | | | |

 Newood, 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 |

 | | | | | |

637C: | | | | | |

 Newood, 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 |0.37 | Slope |0.37 | saturated zone |

 | | | | | |

642B: | | | | | |

 Pesabic, 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 |

 | | | | | |

 Capitola, 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 |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Newood, 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 |

 | | | | | |

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 |

 | | | | | |

683A: | | | | | |

 Tipler--------------|Not limited | |Very limited | |Not limited |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |
350 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 | ___________________________________________________________________________________________________

 | | | | | |

737D: | | | | | |

 Santiago, very stony|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

748A: | | | | | |

 Brander-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |1.00 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

755A: | | | | | |

 Moppet--------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

 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

 | | | | | |

757B: | | | | | |

 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 |

 | | | | | |

 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 |

 | | | | | |

 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 |

 | | | | | |

 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 |

 | | | | | |

766A: | | | | | |

 Moppet--------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

822A: | | | | | |

 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

 | | | | | |

 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 |

 | | | | | |

 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 |

 | | | | | |
Taylor County, Wisconsin 351

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 | ___________________________________________________________________________________________________

 | | | | | |

837E: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

848A: | | | | | |

 Ribriver------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |1.00 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

863B: | | | | | |

 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 |

 | | | | | |

 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 |

 | | | | | |

 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 |

 | | | | | |

923A: | | | | | |

 Capitola, 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 |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Cebana, 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 |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

956B: | | | | | |

 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 |

 | | | | | |

957B: | | | | | |

 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 |

 | | | | | |

957C: | | | | | |

 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 |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

2015: | | | | | |

 Pits----------------|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

 | | | | | |
352 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 | ___________________________________________________________________________________________________

 | | | | | |

3456A: | | | | | |

 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 |

 | | | | | |

3525C: | | | | | |

 Newood, 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 |0.37 | Slope |0.37 | saturated zone |

 | | | | | |

 Padwood-------------|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 |

 | | | | | |

 Padus---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

3546C: | | | | | |

 Newood, 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 |0.37 | Slope |0.37 | saturated zone |

 | | | | | |

 Pence, very stony---|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

3556C: | | | | | |

 Newood, 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 |0.37 | Slope |0.37 | saturated zone |

 | | | | | |

 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 |

 | | | | | |

 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

 | | | | | |

3561A: | | | | | |

 Pesabic, 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 |

 | | | | | |

 Worwood-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |
Taylor County, Wisconsin 353

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 | ___________________________________________________________________________________________________

 | | | | | |

3561A: | | | | | |

 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 |

 | | | | | |

3569C: | | | | | |

 Newood, 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 |

 | | | | | |

 Pesabic, 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 |

 | | | | | |

 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

 | | | | | |

3666B: | | | | | |

 Pesabic, 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 |

 | | | | | |

3863C: | | | | | |

 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 |0.37 | Depth to |0.39

 | Slope |0.37 | | | saturated zone |

 | | | | | |

 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 |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

 Antigo--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

9052A: | | | | | |

 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

 | | | | | |

 Capitola, 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 |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |
354 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 | ___________________________________________________________________________________________________

 | | | | | |

9052A: | | | | | |

 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

 | | | | | |

9055A: | | | | | |

 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

 | | | | | |

9060D: | | | | | |

 Pelissier-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

9071B: | | | | | |

 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 |1.00

 | | | | | |

9077C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Slope |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Slope |1.00 | Slope |1.00 | saturated zone |

 | | | | | |

9078A: | | | | | |

 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 |

 | | | | | |

 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 |

 | | | | | |

 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 |

 | | | | | |

9081C: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

9082B: | | | | | |

 Newood, 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

 | | | | | saturated zone |

 | | | | | |
Taylor County, Wisconsin 355

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 | ___________________________________________________________________________________________________

 | | | | | |

9083A: | | | | | |

 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 |

 | | | | | |

9083B: | | | | | |

 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 | | | | Depth to |0.39

 | | | | | saturated zone |

 | | | | | |

9086A: | | | | | |

 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 |

 | | | | | |

9087C: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Depth to |1.00 | Slope |1.00

 | Shrink-swell |0.50 | saturated zone | | Shrink-swell |0.50

 | Depth to |0.39 | Slope |1.00 | Depth to |0.39

 | saturated zone | | | | saturated zone |

 | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Slope |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Slope |0.84 | Slope |0.84 | saturated zone |

 | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

9088A: | | | | | |

 Newood, 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 |

 | | | | | |

 Capitola, 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 |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

9089B: | | | | | |

 Newood, very stony--|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Slope |0.50

 | saturated zone | | saturated zone | | Depth to |0.39

 | | | | | saturated zone |

 | | | | | |

 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

 | | | | | |
356 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 | ___________________________________________________________________________________________________

 | | | | | |

9090C: | | | | | |

 Newood, 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

 | | | | | saturated zone |

 | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 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

 | | | | | |

9092D: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

9093C: | | | | | |

 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

 | | | | | |

9096C: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Pesabic, 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 |

 | | | | | |

 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

 | | | | | |

9097B: | | | | | |

 Newood, 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

 | | | | | saturated zone |

 | | | | | |

 Padus, very stony---|Not limited | |Not limited | |Very limited |

 | | | | | Slope |1.00

 | | | | | |

9098A: | | | | | |

 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 |

 | | | | | |
Taylor County, Wisconsin 357

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 | ___________________________________________________________________________________________________

 | | | | | |

9099B: | | | | | |

 Antigo--------------|Not limited | |Not limited | |Very limited |

 | | | | | Slope |1.00

 | | | | | |

9197C: | | | | | |

 Pelissier-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
358 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 | ___________________________________________________________________________________________________

 | | | | | |

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 | | | |

 | | | | | |

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 | |

 | | | | | |

48B: | | | | | |

 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 | | | | |

 | | | | | |

57B: | | | | | |

 Spencer-------------|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 | Depth to dense |0.50 | |

 | Low strength |1.00 | layer | | |

 | Shrink-swell |0.50 | Cutbanks cave |0.10 | |

 | | | | | |

59A: | | | | | |

 Almena--------------|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 | Depth to dense |0.50 | |

 | Low strength |1.00 | layer | | |

 | Shrink-swell |0.50 | Cutbanks cave |0.10 | |

 | | | | | |
Taylor County, Wisconsin 359

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 | ___________________________________________________________________________________________________

 | | | | | |

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 | | | |

 | | | | | |

63D: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Frost action |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | Slope |1.00 | Slope |1.00 | |

 | Low strength |1.00 | Depth to |1.00 | |

 | Shrink-swell |0.50 | saturated zone | | |

 | | | | | |

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 |1.00 | |

 | Shrink-swell |0.50 | saturated zone | | |

 | | | | | |

77A: | | | | | |

 Auburndale----------|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

 | Low strength |1.00 | Depth to dense |0.50 | |

 | Ponding |1.00 | layer | | |

 | Shrink-swell |0.50 | Cutbanks cave |0.10 | |

 | | | | | |

182B: | | | | | |

 Padus---------------|Somewhat limited | |Very limited | |Not limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | | | |

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 | |

 | | | | | |

182D: | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |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 |

 | Frost action |1.00 | Cutbanks cave |1.00 | |

 | | | | | |
360 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 | ___________________________________________________________________________________________________

 | | | | | |

193A: | | | | | |

 Minocqua------------|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |1.00 | Cutbanks cave |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 |

 | | | | | |

308B: | | | | | |

 Blackriver----------|Very limited | |Very limited | |Somewhat limited |

 | Frost action |1.00 | Depth to |1.00 | Depth to |0.75

 | Low strength |1.00 | saturated zone | | saturated zone |

 | Depth to |0.75 | Cutbanks cave |1.00 | |

 | saturated zone | | | | |

 | | | | | |

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 | | | |

 | | | | | |

324A: | | | | | |

 Maplehurst----------|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 | | | |

 | | | | | |

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 |1.00 | Cutbanks cave |1.00 | |

 | | | | | |
Taylor County, Wisconsin 361

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 | ___________________________________________________________________________________________________

 | | | | | |

345B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |0.50 | Depth to dense |0.50 | |

 | | | layer | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 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 | |

 | | | | | |

346E: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Not rated |

 | Slope |1.00 | Slope |1.00 | |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | Depth to dense |0.50 | |

 | | | layer | | |

 | | | | | |

 Pence, very stony---|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 |

 | | | | | |

355B: | | | | | |

 Loyal---------------|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 | Depth to dense |0.50 | |

 | Frost action |0.50 | layer | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

355C: | | | | | |

 Loyal---------------|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 | Depth to dense |0.50 | Slope |0.04

 | Frost action |0.50 | layer | | |

 | Slope |0.04 | Cutbanks cave |0.10 | |

 | | | Slope |0.04 | |

 | | | | | |

356A: | | | | | |

 Withee--------------|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 | Depth to dense |0.50 | |

 | Shrink-swell |0.50 | layer | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

357A: | | | | | |

 Marshfield----------|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

 | Low strength |1.00 | Depth to dense |0.50 | |

 | Ponding |1.00 | layer | | |

 | Shrink-swell |0.50 | Cutbanks cave |0.10 | |

 | | | | | |
362 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 | ___________________________________________________________________________________________________

 | | | | | |

408A: | | | | | |

 Lupton--------------|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Subsidence |1.00 | Content of |1.00 | |

 | Frost action |1.00 | organic matter | | |

 | Ponding |1.00 | Ponding |1.00 | |

 | | | 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 | |

 | | | | | |

414A: | | | | | |

 Loxley--------------|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Subsidence |1.00 | Content of |1.00 | |

 | Frost action |1.00 | organic matter | | |

 | Ponding |1.00 | Ponding |1.00 | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 Beseman-------------|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |1.00 | Ponding |1.00 | |

 | Subsidence |1.00 | Content of |1.00 | |

 | Ponding |1.00 | organic matter | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

457B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |0.50 | Depth to dense |0.50 | |

 | | | layer | | |

 | | | 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 | Depth to dense |0.50 | Content of large |0.01

 | | | layer | | stones |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

457C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |0.50 | Depth to dense |0.50 | |

 | Slope |0.04 | layer | | |

 | | | Cutbanks cave |0.10 | |

 | | | Slope |0.04 | |

 | | | | | |
Taylor County, Wisconsin 363

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 | ___________________________________________________________________________________________________

 | | | | | |

457C: | | | | | |

 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 | Depth to dense |0.50 | Slope |0.04

 | Slope |0.04 | layer | | Content of large |0.01

 | | | Cutbanks cave |0.10 | stones |

 | | | Slope |0.04 | |

 | | | | | |

515A: | | | | | |

 Manitowish----------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.17

 | | | Depth to |1.00 | Content of large |0.01

 | | | saturated zone | | stones |

 | | | | | |

525B: | | | | | |

 Newood, 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 |0.01

 | | | Depth to dense |0.50 | stones |

 | | | layer | | |

 | | | | | |

 Padwood-------------|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 | |

 | | | | | |

 Tipler--------------|Somewhat limited | |Very limited | |Not limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

527B: | | | | | |

 Padwood-------------|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 | |

 | | | | | |

537D: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Not rated |

 | Slope |1.00 | Slope |1.00 | |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | Depth to dense |0.50 | |

 | | | layer | | |

 | | | | | |

 Newood, very stony--|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 | | Depth to dense |0.50 | Content of large |0.01

 | | | layer | | stones |

 | | | Slope |0.37 | |

 | | | | | |

 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 | |

 | | | | | |
364 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 | ___________________________________________________________________________________________________

 | | | | | |

545C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |0.50 | Depth to dense |0.50 | |

 | Slope |0.37 | layer | | |

 | | | Slope |0.37 | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 Antigo--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Slope |0.37

 | Slope |0.37 | Slope |0.37 | |

 | | | | | |

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 | |

 | | | | | |

560A: | | | | | |

 Worwood-------------|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |1.00 | Cutbanks cave |1.00 | |

 | | | | | |

571E: | | | | | |

 Pelissier-----------|Very limited | |Very limited | |Not rated |

 | Slope |1.00 | Slope |1.00 | |

 | | | Cutbanks cave |1.00 | |

 | | | | | |

612A: | | | | | |

 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 |1.00 | Depth to dense |0.50 | Content of large |0.01

 | | | layer | | stones |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 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 |1.00 | Cutbanks cave |1.00 | |

 | | | | | |

623A: | | | | | |

 Capitola, very stony|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |1.00 | Ponding |1.00 | |

 | Ponding |1.00 | Depth to dense |0.50 | |

 | | | layer | | |

 | | | 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 |1.00 | Cutbanks cave |1.00 | |

 | | | | | |
Taylor County, Wisconsin 365

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 | ___________________________________________________________________________________________________

 | | | | | |

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 | |

 | | | | | |

637B: | | | | | |

 Newood, 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 |0.01

 | | | Depth to dense |0.50 | stones |

 | | | layer | | |

 | | | | | |

637C: | | | | | |

 Newood, very stony--|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 | | Depth to dense |0.50 | Content of large |0.01

 | | | layer | | stones |

 | | | Slope |0.37 | |

 | | | | | |

642B: | | | | | |

 Pesabic, very stony |Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |1.00 | Cutbanks cave |1.00 | |

 | | | Depth to dense |0.50 | |

 | | | layer | | |

 | | | | | |

 Capitola, very stony|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |1.00 | Ponding |1.00 | |

 | Ponding |1.00 | Depth to dense |0.50 | |

 | | | layer | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 Newood, 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 |0.01

 | | | Depth to dense |0.50 | stones |

 | | | layer | | |

 | | | | | |

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 | |

 | | | | | |

683A: | | | | | |

 Tipler--------------|Somewhat limited | |Very limited | |Not limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |
366 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 | ___________________________________________________________________________________________________

 | | | | | |

737D: | | | | | |

 Santiago, very stony|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Depth to dense |0.50 | Content of large |0.01

 | | | layer | | stones |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

748A: | | | | | |

 Brander-------------|Very limited | |Very limited | |Somewhat limited |

 | Frost action |1.00 | Depth to |1.00 | Depth to |0.75

 | Low strength |1.00 | saturated zone | | saturated zone |

 | Depth to |0.75 | Cutbanks cave |1.00 | |

 | saturated zone | | | | |

 | | | | | |

755A: | | | | | |

 Moppet--------------|Very limited | |Very limited | |Somewhat limited |

 | Flooding |1.00 | Cutbanks cave |1.00 | Flooding |0.60

 | Frost action |0.50 | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Flooding |0.60 | |

 | | | | | |

 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 | |

 | | | | | |

757B: | | | | | |

 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 |1.00 | Depth to dense |0.50 | Content of large |0.01

 | | | layer | | stones |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |0.50 | Depth to dense |0.50 | |

 | | | layer | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 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 |1.00 | Depth to dense |0.50 | |

 | | | layer | | |

 | | | 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 | Depth to dense |0.50 | Content of large |0.01

 | | | layer | | stones |

 | | | Cutbanks cave |0.10 | |

 | | | | | |
Taylor County, Wisconsin 367

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 | ___________________________________________________________________________________________________

 | | | | | |

766A: | | | | | |

 Moppet--------------|Very limited | |Very limited | |Somewhat limited |

 | Flooding |1.00 | Cutbanks cave |1.00 | Flooding |0.60

 | Frost action |0.50 | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Flooding |0.60 | |

 | | | | | |

822A: | | | | | |

 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 | | | |

 | | | | | |

 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 |1.00 | Depth to dense |0.50 | Content of large |0.01

 | | | layer | | stones |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 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 |1.00 | Cutbanks cave |1.00 | |

 | | | | | |

837E: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Not rated |

 | Slope |1.00 | Slope |1.00 | |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | Depth to dense |0.50 | |

 | | | layer | | |

 | | | | | |

848A: | | | | | |

 Ribriver------------|Very limited | |Very limited | |Somewhat limited |

 | Frost action |1.00 | Depth to |1.00 | Depth to |0.75

 | Low strength |1.00 | saturated zone | | saturated zone |

 | Depth to |0.75 | Cutbanks cave |1.00 | |

 | saturated zone | | | | |

 | | | | | |

863B: | | | | | |

 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 | | | | |

 | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |0.50 | Depth to dense |0.50 | |

 | | | layer | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 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 | |

 | | | | | |
368 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 | ___________________________________________________________________________________________________

 | | | | | |

923A: | | | | | |

 Capitola, very stony|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |1.00 | Ponding |1.00 | |

 | Ponding |1.00 | Depth to dense |0.50 | |

 | | | layer | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 Cebana, 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 |1.00 | Ponding |1.00 | Ponding |1.00

 | Ponding |1.00 | Depth to dense |0.50 | Content of large |0.01

 | | | layer | | stones |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

956B: | | | | | |

 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 |1.00 | Depth to dense |0.50 | Content of large |0.01

 | | | layer | | stones |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

957B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |0.50 | Depth to dense |0.50 | |

 | | | layer | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

957C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |0.50 | Depth to dense |0.50 | |

 | Slope |0.37 | layer | | |

 | | | Slope |0.37 | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

2015: | | | | | |

 Pits----------------|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 | | | |

 | | | | | |

3456A: | | | | | |

 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 |1.00 | Depth to dense |0.50 | Content of large |0.01

 | | | layer | | stones |

 | | | Cutbanks cave |0.10 | |

 | | | | | |
Taylor County, Wisconsin 369

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 | ___________________________________________________________________________________________________

 | | | | | |

3456A: | | | | | |

 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 |1.00 | Depth to dense |0.50 | |

 | | | layer | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

3525C: | | | | | |

 Newood, very stony--|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 | | Depth to dense |0.50 | Content of large |0.01

 | | | layer | | stones |

 | | | Slope |0.37 | |

 | | | | | |

 Padwood-------------|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 | | Slope |0.37 | |

 | | | | | |

 Padus---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Slope |0.37

 | Slope |0.37 | Slope |0.37 | |

 | | | | | |

3546C: | | | | | |

 Newood, very stony--|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 | | Depth to dense |0.50 | Content of large |0.01

 | | | layer | | stones |

 | | | Slope |0.37 | |

 | | | | | |

 Pence, very stony---|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 |

 | | | | | |

3556C: | | | | | |

 Newood, very stony--|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 | | Depth to dense |0.50 | Content of large |0.01

 | | | layer | | stones |

 | | | Slope |0.37 | |

 | | | | | |

 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 |1.00 | Depth to dense |0.50 | Content of large |0.01

 | | | layer | | stones |

 | | | Cutbanks cave |0.10 | |

 | | | | | |
370 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 | ___________________________________________________________________________________________________

 | | | | | |

3556C: | | | | | |

 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 | |

 | | | | | |

3561A: | | | | | |

 Pesabic, very stony |Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |1.00 | Cutbanks cave |1.00 | |

 | | | Depth to dense |0.50 | |

 | | | layer | | |

 | | | | | |

 Worwood-------------|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |1.00 | Cutbanks cave |1.00 | |

 | | | | | |

 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 |1.00 | Cutbanks cave |1.00 | |

 | | | | | |

3569C: | | | | | |

 Newood, 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 | Depth to dense |0.50 | Content of large |0.01

 | | | layer | | stones |

 | | | Slope |0.04 | |

 | | | | | |

 Pesabic, very stony |Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |1.00 | Cutbanks cave |1.00 | |

 | | | Depth to dense |0.50 | |

 | | | layer | | |

 | | | | | |

 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 | |

 | | | | | |

3666B: | | | | | |

 Pesabic, very stony |Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |1.00 | Cutbanks cave |1.00 | |

 | | | Depth to dense |0.50 | |

 | | | layer | | |

 | | | | | |
Taylor County, Wisconsin 371

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 | ___________________________________________________________________________________________________

 | | | | | |

3863C: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Somewhat limited |

 | Frost action |1.00 | Depth to |1.00 | Slope |0.37

 | Low strength |1.00 | saturated zone | | Depth to |0.19

 | Shrink-swell |0.50 | Cutbanks cave |1.00 | saturated zone |

 | Slope |0.38 | Slope |0.37 | |

 | Depth to |0.19 | | | |

 | saturated zone | | | | |

 | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |0.50 | Depth to dense |0.50 | |

 | Slope |0.37 | layer | | |

 | | | Slope |0.37 | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 Antigo--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Slope |0.37

 | Slope |0.37 | Slope |0.37 | |

 | | | | | |

9052A: | | | | | |

 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 | |

 | | | | | |

 Capitola, very stony|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |1.00 | Ponding |1.00 | |

 | Ponding |1.00 | Depth to dense |0.50 | |

 | | | layer | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 Lupton--------------|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Subsidence |1.00 | Content of |1.00 | |

 | Frost action |1.00 | organic matter | | |

 | Ponding |1.00 | Ponding |1.00 | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

9055A: | | | | | |

 Loxley--------------|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Subsidence |1.00 | Content of |1.00 | |

 | Frost action |1.00 | organic matter | | |

 | Ponding |1.00 | Ponding |1.00 | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

9060D: | | | | | |

 Pelissier-----------|Very limited | |Very limited | |Not rated |

 | Slope |1.00 | Slope |1.00 | |

 | | | Cutbanks cave |1.00 | |

 | | | | | |
372 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 | ___________________________________________________________________________________________________

 | | | | | |

9071B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |0.50 | Depth to dense |0.50 | |

 | | | layer | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

9077C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Slope |1.00 | Slope |1.00 | |

 | Frost action |0.50 | Depth to dense |0.50 | |

 | | | layer | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

9078A: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |0.50 | Depth to dense |0.50 | |

 | | | layer | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 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 |1.00 | Depth to dense |0.50 | Content of large |0.01

 | | | layer | | stones |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 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 |1.00 | Cutbanks cave |1.00 | |

 | | | | | |

9081C: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Not rated |

 | Slope |1.00 | Cutbanks cave |1.00 | |

 | Frost action |0.50 | Slope |1.00 | |

 | | | Depth to dense |0.50 | |

 | | | layer | | |

 | | | | | |

9082B: | | | | | |

 Newood, 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 |0.01

 | | | Depth to dense |0.50 | stones |

 | | | layer | | |

 | | | | | |

9083A: | | | | | |

 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 | | | | |

 | | | | | |
Taylor County, Wisconsin 373

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 | ___________________________________________________________________________________________________

 | | | | | |

9083B: | | | | | |

 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 | | | | |

 | | | | | |

9086A: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |0.50 | Depth to dense |0.50 | |

 | | | layer | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

9087C: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Frost action |1.00 | Depth to |1.00 | Slope |1.00

 | Low strength |1.00 | saturated zone | | Depth to |0.19

 | Slope |1.00 | Cutbanks cave |1.00 | saturated zone |

 | Shrink-swell |0.50 | Slope |1.00 | |

 | Depth to |0.19 | | | |

 | saturated zone | | | | |

 | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Slope |0.84 | Slope |0.84 | |

 | Frost action |0.50 | Depth to dense |0.50 | |

 | | | layer | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Not rated |

 | Slope |1.00 | Cutbanks cave |1.00 | |

 | Frost action |0.50 | Slope |1.00 | |

 | | | Depth to dense |0.50 | |

 | | | layer | | |

 | | | | | |

9088A: | | | | | |

 Newood, 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 |0.01

 | | | Depth to dense |0.50 | stones |

 | | | layer | | |

 | | | | | |

 Capitola, very stony|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |1.00 | Ponding |1.00 | |

 | Ponding |1.00 | Depth to dense |0.50 | |

 | | | layer | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |
374 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 | ___________________________________________________________________________________________________

 | | | | | |

9089B: | | | | | |

 Newood, 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 |0.01

 | | | Depth to dense |0.50 | stones |

 | | | layer | | |

 | | | | | |

 Lupton--------------|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Subsidence |1.00 | Content of |1.00 | |

 | Frost action |1.00 | organic matter | | |

 | Ponding |1.00 | Ponding |1.00 | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

9090C: | | | | | |

 Newood, 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 |0.01

 | | | Depth to dense |0.50 | stones |

 | | | layer | | |

 | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Not rated |

 | Slope |1.00 | Slope |1.00 | |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | Depth to dense |0.50 | |

 | | | layer | | |

 | | | | | |

 Lupton--------------|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Subsidence |1.00 | Content of |1.00 | |

 | Frost action |1.00 | organic matter | | |

 | Ponding |1.00 | Ponding |1.00 | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

9092D: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Not rated |

 | Slope |1.00 | Slope |1.00 | |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | Depth to dense |0.50 | |

 | | | layer | | |

 | | | | | |

9093C: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | | | Slope |1.00 | Droughty |0.30

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | Frost action |0.50 | Slope |1.00 | |

 | | | | | |
Taylor County, Wisconsin 375

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 | ___________________________________________________________________________________________________

 | | | | | |

9096C: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Not rated |

 | Slope |1.00 | Slope |1.00 | |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | Depth to dense |0.50 | |

 | | | layer | | |

 | | | | | |

 Pesabic, very stony |Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |1.00 | Cutbanks cave |1.00 | |

 | | | Depth to dense |0.50 | |

 | | | layer | | |

 | | | | | |

 Lupton--------------|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Subsidence |1.00 | Content of |1.00 | |

 | Frost action |1.00 | organic matter | | |

 | Ponding |1.00 | Ponding |1.00 | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

9097B: | | | | | |

 Newood, 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 |0.01

 | | | Depth to dense |0.50 | stones |

 | | | layer | | |

 | | | | | |

 Padus, very stony---|Somewhat limited | |Very limited | |Not limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | | | |

9098A: | | | | | |

 Oesterle------------|Very limited | |Very limited | |Not rated |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Frost action |1.00 | Cutbanks cave |1.00 | |

 | | | | | |

9099B: | | | | | |

 Antigo--------------|Somewhat limited | |Very limited | |Not rated |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | | | |

9197C: | | | | | |

 Pelissier-----------|Very limited | |Very limited | |Not rated |

 | Slope |1.00 | Cutbanks cave |1.00 | |

 | | | Slope |1.00 | |

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
376 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 | _________________________________________________________________________

 | | | |

22A: | | | |

 Comstock------------|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | |

 | Restricted |1.00 | |

 | 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 | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

43B: | | | |

 Antigo--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

43C: | | | |

 Antigo--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |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 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

48B: | | | |

 Brill---------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Slope |0.32

 | Filtering |1.00 | Depth to |0.01

 | capacity | | saturated zone |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |
Taylor County, Wisconsin 377

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 | _________________________________________________________________________

 | | | |

57B: | | | |

 Spencer-------------|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | Slope |0.32

 | Restricted |1.00 | |

 | permeability | | |

 | | | |

59A: | | | |

 Almena--------------|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | | | |

63B: | | | |

 Crystal Lake--------|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | Slope |0.32

 | Restricted |1.00 | Depth to |0.25

 | permeability | | saturated zone |

 | | | |

63C: | | | |

 Crystal Lake--------|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Seepage |0.53

 | Restricted |1.00 | Depth to |0.25

 | permeability | | saturated zone |

 | Slope |0.04 | |

 | | | |

63D: | | | |

 Crystal Lake--------|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Depth to |0.81

 | Restricted |1.00 | saturated zone |

 | permeability | | Seepage |0.53

 | Slope |1.00 | |

 | | | |

63E: | | | |

 Crystal Lake--------|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Depth to |0.81

 | Slope |1.00 | saturated zone |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | |

 | | | |

77A: | | | |

 Auburndale----------|Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Seepage |0.53

 | Restricted |1.00 | |

 | permeability | | |

 | Ponding |1.00 | |

 | | | |

182B: | | | |

 Padus---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.08

 | Restricted |0.46 | |

 | permeability | | |

 | | | |
378 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 | _________________________________________________________________________

 | | | |

182C: | | | |

 Padus---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Restricted |0.46 | |

 | permeability | | |

 | Slope |0.37 | |

 | | | |

182D: | | | |

 Padus---------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

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 | | |

 | 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

 | Ponding |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

215B: | | | |

 Pence---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.08

 | | | |

215C: | | | |

 Pence---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Slope |0.37 | |

 | | | |

215D: | | | |

 Pence---------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | | | |

308B: | | | |

 Blackriver----------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Slope |0.32

 | Filtering |1.00 | Depth to |0.01

 | capacity | | saturated zone |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |
Taylor County, Wisconsin 379

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 | _________________________________________________________________________

 | | | |

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

 | Ponding |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

324A: | | | |

 Maplehurst----------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

337A: | | | |

 Plover--------------|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

345B: | | | |

 Freeon, very stony--|Very limited | |Not rated |

 | Depth to |1.00 | |

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | | | |

 Sconsin-------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Slope |0.32

 | Filtering |1.00 | Depth to |0.01

 | capacity | | saturated zone |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

346E: | | | |

 Newot, very stony---|Very limited | |Not rated |

 | Restricted |1.00 | |

 | permeability | | |

 | Slope |1.00 | |

 | | | |

 Pence, very stony---|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | | | |

355B: | | | |

 Loyal---------------|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | Slope |0.32

 | Restricted |1.00 | |

 | permeability | | |

 | | | |
380 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 | _________________________________________________________________________

 | | | |

355C: | | | |

 Loyal---------------|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Seepage |0.53

 | Restricted |1.00 | |

 | permeability | | |

 | Slope |0.04 | |

 | | | |

356A: | | | |

 Withee--------------|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | | | |

357A: | | | |

 Marshfield----------|Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Seepage |0.53

 | Restricted |1.00 | |

 | permeability | | |

 | Ponding |1.00 | |

 | | | |

408A: | | | |

 Lupton--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Subsidence |1.00 | Ponding |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 | Ponding |1.00

 | Restricted |0.72 | Seepage |0.28

 | permeability | | |

 | | | |

414A: | | | |

 Loxley--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Subsidence |1.00 | Seepage |1.00

 | Ponding |1.00 | Ponding |1.00

 | | | |

 Beseman-------------|Very limited | |Not rated |

 | Depth to |1.00 | |

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | Subsidence |1.00 | |

 | Ponding |1.00 | |

 | | | |

457B: | | | |

 Freeon, very stony--|Very limited | |Not rated |

 | Depth to |1.00 | |

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | | | |
Taylor County, Wisconsin 381

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 | _________________________________________________________________________

 | | | |

457B: | | | |

 Freeon--------------|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | Slope |0.32

 | Restricted |1.00 | |

 | permeability | | |

 | | | |

457C: | | | |

 Freeon, very stony--|Very limited | |Not rated |

 | Depth to |1.00 | |

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | Slope |0.04 | |

 | | | |

 Freeon--------------|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Seepage |0.53

 | Restricted |1.00 | |

 | permeability | | |

 | Slope |0.04 | |

 | | | |

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 | | |

 | | | |

525B: | | | |

 Newood, very stony--|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | Slope |0.32

 | Restricted |0.46 | Depth to |0.25

 | permeability | | saturated zone |

 | | | |

 Padwood-------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Slope |0.32

 | Filtering |1.00 | Depth to |0.25

 | capacity | | saturated zone |

 | Restricted |1.00 | |

 | permeability | | |

 | | | |

 Tipler--------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

527B: | | | |

 Padwood-------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |0.25

 | Filtering |1.00 | saturated zone |

 | capacity | | Slope |0.08

 | Restricted |1.00 | |

 | permeability | | |

 | | | |
382 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 | _________________________________________________________________________

 | | | |

537D: | | | |

 Newot, very stony---|Very limited | |Not rated |

 | Restricted |1.00 | |

 | permeability | | |

 | Slope |1.00 | |

 | | | |

 Newood, very stony--|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Seepage |0.53

 | Restricted |0.46 | Depth to |0.25

 | permeability | | saturated zone |

 | Slope |0.37 | |

 | | | |

 Cathro--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | Restricted |0.72 | Seepage |0.28

 | permeability | | |

 | | | |

545C: | | | |

 Freeon, very stony--|Very limited | |Not rated |

 | Depth to |1.00 | |

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | Slope |0.37 | |

 | | | |

 Antigo--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Restricted |0.46 | |

 | permeability | | |

 | Slope |0.37 | |

 | | | |

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

 | Ponding |1.00 | |

 | | | |

560A: | | | |

 Worwood-------------|Very limited | |Not rated |

 | Depth to |1.00 | |

 | saturated zone | | |

 | Filtering |1.00 | |

 | capacity | | |

 | Restricted |1.00 | |

 | permeability | | |

 | | | |

571E: | | | |

 Pelissier-----------|Very limited | |Not rated |

 | Filtering |1.00 | |

 | capacity | | |

 | Slope |1.00 | |

 | | | |
Taylor County, Wisconsin 383

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 | _________________________________________________________________________

 | | | |

612A: | | | |

 Magnor, very stony--|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | | | |

 Ossmer--------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

623A: | | | |

 Capitola, very stony|Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Seepage |0.53

 | Ponding |1.00 | |

 | | | |

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 | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

632B: | | | |

 Aftad---------------|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | Slope |0.32

 | Restricted |1.00 | Depth to |0.25

 | permeability | | saturated zone |

 | | | |

637B: | | | |

 Newood, very stony--|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | Slope |0.32

 | Restricted |0.46 | Depth to |0.25

 | permeability | | saturated zone |

 | | | |

637C: | | | |

 Newood, very stony--|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Seepage |0.53

 | Restricted |0.46 | Depth to |0.25

 | permeability | | saturated zone |

 | Slope |0.37 | |

 | | | |

642B: | | | |

 Pesabic, very stony |Very limited | |Not rated |

 | Depth to |1.00 | |

 | saturated zone | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |
384 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 | _________________________________________________________________________

 | | | |

642B: | | | |

 Capitola, very stony|Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Seepage |0.53

 | Ponding |1.00 | |

 | | | |

 Newood, very stony--|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | Slope |0.32

 | Restricted |0.46 | Depth to |0.25

 | permeability | | saturated zone |

 | | | |

648B: | | | |

 Sconsin-------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Slope |0.32

 | Filtering |1.00 | Depth to |0.01

 | capacity | | saturated zone |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

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 | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

737D: | | | |

 Santiago, very stony|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | Seepage |0.53

 | | | |

748A: | | | |

 Brander-------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

755A: | | | |

 Moppet--------------|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 | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

 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

 | Ponding |1.00 | |

 | | | |
Taylor County, Wisconsin 385

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 | _________________________________________________________________________

 | | | |

757B: | | | |

 Magnor, very stony--|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | | | |

 Freeon, very stony--|Very limited | |Not rated |

 | Depth to |1.00 | |

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | | | |

 Magnor--------------|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | | | |

 Freeon--------------|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | Slope |0.32

 | Restricted |1.00 | |

 | permeability | | |

 | | | |

766A: | | | |

 Moppet--------------|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 | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

822A: | | | |

 Comstock------------|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | | | |

 Magnor, very stony--|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | | | |

 Ossmer--------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |
386 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 | _________________________________________________________________________

 | | | |

837E: | | | |

 Newot, very stony---|Very limited | |Not rated |

 | Restricted |1.00 | |

 | permeability | | |

 | Slope |1.00 | |

 | | | |

848A: | | | |

 Ribriver------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

863B: | | | |

 Crystal Lake--------|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | Slope |0.32

 | Restricted |1.00 | Depth to |0.25

 | permeability | | saturated zone |

 | | | |

 Freeon, very stony--|Very limited | |Not rated |

 | Depth to |1.00 | |

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | | | |

 Sconsin-------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Slope |0.32

 | Filtering |1.00 | Depth to |0.01

 | capacity | | saturated zone |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

923A: | | | |

 Capitola, very stony|Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Seepage |0.53

 | Ponding |1.00 | |

 | | | |

 Cebana, very stony--|Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Seepage |0.53

 | Ponding |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

956B: | | | |

 Magnor, very stony--|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | | | |
Taylor County, Wisconsin 387

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 | _________________________________________________________________________

 | | | |

957B: | | | |

 Freeon, very stony--|Very limited | |Not rated |

 | Depth to |1.00 | |

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | | | |

957C: | | | |

 Freeon, very stony--|Very limited | |Not rated |

 | Depth to |1.00 | |

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | Slope |0.37 | |

 | | | |

2015: | | | |

 Pits----------------|Not rated | |Not rated |

 | | | |

3011A: | | | |

 Barronett-----------|Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Seepage |0.53

 | Restricted |1.00 | |

 | permeability | | |

 | Ponding |1.00 | |

 | | | |

3456A: | | | |

 Magnor, very stony--|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | | | |

 Magnor--------------|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | | | |

3525C: | | | |

 Newood, very stony--|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Seepage |0.53

 | Restricted |0.46 | Depth to |0.25

 | permeability | | saturated zone |

 | Slope |0.37 | |

 | | | |

 Padwood-------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Slope |1.00

 | Filtering |1.00 | Depth to |0.25

 | capacity | | saturated zone |

 | Restricted |1.00 | |

 | permeability | | |

 | Slope |0.37 | |

 | | | |
388 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 | _________________________________________________________________________

 | | | |

3525C: | | | |

 Padus---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Restricted |0.46 | |

 | permeability | | |

 | Slope |0.37 | |

 | | | |

3546C: | | | |

 Newood, very stony--|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Seepage |0.53

 | Restricted |0.46 | Depth to |0.25

 | permeability | | saturated zone |

 | Slope |0.37 | |

 | | | |

 Pence, very stony---|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Slope |0.37 | |

 | | | |

3556C: | | | |

 Newood, very stony--|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Seepage |0.53

 | Restricted |0.46 | Depth to |0.25

 | permeability | | saturated zone |

 | Slope |0.37 | |

 | | | |

 Magnor, very stony--|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | | | |

 Cathro--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | Restricted |0.72 | Seepage |0.28

 | permeability | | |

 | | | |

3561A: | | | |

 Pesabic, very stony |Very limited | |Not rated |

 | Depth to |1.00 | |

 | saturated zone | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

 Worwood-------------|Very limited | |Not rated |

 | Depth to |1.00 | |

 | saturated zone | | |

 | Filtering |1.00 | |

 | capacity | | |

 | Restricted |1.00 | |

 | permeability | | |

 | | | |
Taylor County, Wisconsin 389

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 | _________________________________________________________________________

 | | | |

3561A: | | | |

 Worcester-----------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

3569C: | | | |

 Newood, very stony--|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Seepage |0.53

 | Restricted |0.46 | Depth to |0.25

 | permeability | | saturated zone |

 | Slope |0.04 | |

 | | | |

 Pesabic, very stony |Very limited | |Not rated |

 | Depth to |1.00 | |

 | saturated zone | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

 Cathro--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | Restricted |0.72 | Seepage |0.28

 | permeability | | |

 | | | |

3666B: | | | |

 Pesabic, very stony |Very limited | |Not rated |

 | Depth to |1.00 | |

 | saturated zone | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

3863C: | | | |

 Crystal Lake--------|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Seepage |0.53

 | Restricted |1.00 | Depth to |0.25

 | permeability | | saturated zone |

 | Slope |0.37 | |

 | | | |

 Freeon, very stony--|Very limited | |Not rated |

 | Depth to |1.00 | |

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | Slope |0.37 | |

 | | | |

 Antigo--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Restricted |0.46 | |

 | permeability | | |

 | Slope |0.37 | |

 | | | |
390 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 | _________________________________________________________________________

 | | | |

9052A: | | | |

 Cathro--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | Restricted |0.72 | Seepage |0.28

 | permeability | | |

 | | | |

 Capitola, very stony|Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Seepage |0.53

 | Ponding |1.00 | |

 | | | |

 Lupton--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Subsidence |1.00 | Ponding |1.00

 | Ponding |1.00 | |

 | | | |

9055A: | | | |

 Loxley--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Subsidence |1.00 | Seepage |1.00

 | Ponding |1.00 | Ponding |1.00

 | | | |

9060D: | | | |

 Pelissier-----------|Very limited | |Not rated |

 | Filtering |1.00 | |

 | capacity | | |

 | Slope |1.00 | |

 | | | |

9071B: | | | |

 Freeon, very stony--|Very limited | |Not rated |

 | Depth to |1.00 | |

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | | | |

9077C: | | | |

 Freeon, very stony--|Very limited | |Not rated |

 | Depth to |1.00 | |

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | Slope |1.00 | |

 | | | |

9078A: | | | |

 Freeon, very stony--|Very limited | |Not rated |

 | Depth to |1.00 | |

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | | | |

 Magnor, very stony--|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | | | |
Taylor County, Wisconsin 391

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 | _________________________________________________________________________

 | | | |

9078A: | | | |

 Ossmer--------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

9081C: | | | |

 Newot, very stony---|Very limited | |Not rated |

 | Restricted |1.00 | |

 | permeability | | |

 | Slope |1.00 | |

 | | | |

9082B: | | | |

 Newood, very stony--|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Seepage |0.53

 | Restricted |0.46 | Depth to |0.25

 | permeability | | saturated zone |

 | | | |

9083A: | | | |

 Crystal Lake--------|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | Depth to |0.25

 | Restricted |1.00 | saturated zone |

 | permeability | | Slope |0.08

 | | | |

9083B: | | | |

 Crystal Lake--------|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Seepage |0.53

 | Restricted |1.00 | Depth to |0.25

 | permeability | | saturated zone |

 | | | |

9086A: | | | |

 Freeon, very stony--|Very limited | |Not rated |

 | Depth to |1.00 | |

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | | | |

9087C: | | | |

 Crystal Lake--------|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Seepage |0.53

 | Restricted |1.00 | Depth to |0.25

 | permeability | | saturated zone |

 | Slope |1.00 | |

 | | | |

 Freeon, very stony--|Very limited | |Not rated |

 | Depth to |1.00 | |

 | saturated zone | | |

 | Restricted |1.00 | |

 | permeability | | |

 | Slope |0.84 | |

 | | | |
392 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 | _________________________________________________________________________

 | | | |

9087C: | | | |

 Newot, very stony---|Very limited | |Not rated |

 | Restricted |1.00 | |

 | permeability | | |

 | Slope |1.00 | |

 | | | |

9088A: | | | |

 Newood, very stony--|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | Slope |0.32

 | Restricted |0.46 | Depth to |0.25

 | permeability | | saturated zone |

 | | | |

 Capitola, very stony|Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Seepage |0.53

 | Ponding |1.00 | |

 | | | |

9089B: | | | |

 Newood, very stony--|Very limited | |Somewhat limited |

 | Depth to |1.00 | Slope |0.92

 | saturated zone | | Seepage |0.53

 | Restricted |0.46 | Depth to |0.25

 | permeability | | saturated zone |

 | | | |

 Lupton--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Subsidence |1.00 | Ponding |1.00

 | Ponding |1.00 | |

 | | | |

9090C: | | | |

 Newood, very stony--|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Seepage |0.53

 | Restricted |0.46 | Depth to |0.25

 | permeability | | saturated zone |

 | | | |

 Newot, very stony---|Very limited | |Not rated |

 | Restricted |1.00 | |

 | permeability | | |

 | Slope |1.00 | |

 | | | |

 Lupton--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Subsidence |1.00 | Ponding |1.00

 | Ponding |1.00 | |

 | | | |

9092D: | | | |

 Newot, very stony---|Very limited | |Not rated |

 | Restricted |1.00 | |

 | permeability | | |

 | Slope |1.00 | |

 | | | |

9093C: | | | |

 Pence---------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | | | |
Taylor County, Wisconsin 393

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 | _________________________________________________________________________

 | | | |

9093C: | | | |

 Padus---------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

9096C: | | | |

 Newot, very stony---|Very limited | |Not rated |

 | Restricted |1.00 | |

 | permeability | | |

 | Slope |1.00 | |

 | | | |

 Pesabic, very stony |Very limited | |Not rated |

 | Depth to |1.00 | |

 | saturated zone | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

 Lupton--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Subsidence |1.00 | Ponding |1.00

 | Ponding |1.00 | |

 | | | |

9097B: | | | |

 Newood, very stony--|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Seepage |0.53

 | Restricted |0.46 | Depth to |0.25

 | permeability | | saturated zone |

 | | | |

 Padus, very stony---|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

9098A: | | | |

 Oesterle------------|Very limited | |Not rated |

 | Depth to |1.00 | |

 | saturated zone | | |

 | Filtering |1.00 | |

 | capacity | | |

 | | | |

9099B: | | | |

 Antigo--------------|Very limited | |Not rated |

 | Filtering |1.00 | |

 | capacity | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

9197C: | | | |

 Pelissier-----------|Very limited | |Not rated |

 | Filtering |1.00 | |

 | capacity | | |

 | Slope |1.00 | |

 | | | |
394 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 | _________________________________________________________________________

 | | | |

M-W: | | | |

 Miscellaneous water |Not rated | |Not rated |

 | | | |

W: | | | |

 Water---------------|Not rated | |Not rated |

 | | | | _________________________________________________________________________
Taylor County, Wisconsin 395

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 | ___________________________________________________________________________________________________

 | | | | | |

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

 | | | | | |

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

 | | | | | |

48B: | | | | | |

 Brill---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00 | Too sandy |1.00

 | saturated zone | | Depth to |1.00 | Seepage |1.00

 | Seepage |1.00 | saturated zone | | Depth to |1.00

 | Too sandy |1.00 | | | saturated zone |

 | | | | | |

57B: | | | | | |

 Spencer-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

59A: | | | | | |

 Almena--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | 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 |

 | | | | | |
396 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

 | | | | | |

63D: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Slope |1.00

 | saturated zone | | saturated zone | | Depth to |0.47

 | Slope |1.00 | Slope |1.00 | saturated zone |

 | | | | | |

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 |

 | | | | | |

77A: | | | | | |

 Auburndale----------|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

 | | | | | |

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

 | | | | | |

182D: | | | | | |

 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

 | | | | | |

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 |0.03

 | | | | | |

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

 | | | | | |
Taylor County, Wisconsin 397

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 | ___________________________________________________________________________________________________

 | | | | | |

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

 | | | | | |

308B: | | | | | |

 Blackriver----------|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 | | | |

 | | | | | |

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

 | | | | | |

324A: | | | | | |

 Maplehurst----------|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 | | | |

 | | | | | |

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

 | | | | | |

345B: | | | | | |

 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 |

 | | | | | |

 Sconsin-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00 | Too sandy |1.00

 | saturated zone | | Depth to |1.00 | Seepage |1.00

 | Seepage |1.00 | saturated zone | | Depth to |1.00

 | Too sandy |1.00 | | | saturated zone |

 | | | | | |
398 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 | ___________________________________________________________________________________________________

 | | | | | |

346E: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Pence, very stony---|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

 | | | | | |

355B: | | | | | |

 Loyal---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

355C: | | | | | |

 Loyal---------------|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

 | | | | | |

356A: | | | | | |

 Withee--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

357A: | | | | | |

 Marshfield----------|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

 | | | | | |

408A: | | | | | |

 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 | |

 | | | | | |

414A: | | | | | |

 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

 | | | | | |
Taylor County, Wisconsin 399

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 | ___________________________________________________________________________________________________

 | | | | | |

414A: | | | | | |

 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 |

 | Ponding |1.00 | Seepage |1.00 | Ponding |1.00

 | Content of |1.00 | Ponding |1.00 | Content of |1.00

 | organic matter | | | | organic matter |

 | | | | | Seepage |0.22

 | | | | | |

457B: | | | | | |

 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 |

 | | | | | |

457C: | | | | | |

 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

 | | | | | |

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 |0.06

 | | | | | |

525B: | | | | | |

 Newood, very stony--|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Padwood-------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Seepage |1.00 | Too sandy |1.00

 | Depth to |1.00 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 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

 | | | | | |

527B: | | | | | |

 Padwood-------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Seepage |1.00 | Too sandy |1.00

 | Depth to |1.00 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |
400 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 | ___________________________________________________________________________________________________

 | | | | | |

537D: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Newood, very stony--|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |0.75 | Depth to |0.86

 | 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 | |

 | | | | | |

545C: | | | | | |

 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 |0.37 | Slope |0.37 | Slope |0.37

 | | | | | |

 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

 | | | | | |

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 | | | Gravel content |0.03

 | | | | | |

560A: | | | | | |

 Worwood-------------|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 | Seepage |1.00 | Too sandy |1.00

 | | | | | |

571E: | | | | | |

 Pelissier-----------|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 |0.83

 | | | | | |

612A: | | | | | |

 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 |

 | | | | | |

 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

 | | | | | |
Taylor County, Wisconsin 401

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 | ___________________________________________________________________________________________________

 | | | | | |

623A: | | | | | |

 Capitola, 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 |

 | 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 |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

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 |

 | | | | | |

637B: | | | | | |

 Newood, very stony--|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

637C: | | | | | |

 Newood, very stony--|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |0.37 | Slope |0.37 | Slope |0.37

 | | | | | |

642B: | | | | | |

 Pesabic, 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 |

 | | | | | Gravel content |0.01

 | | | | | |

 Capitola, 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 |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Newood, very stony--|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

648B: | | | | | |

 Sconsin-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00 | Too sandy |1.00

 | saturated zone | | Depth to |1.00 | Seepage |1.00

 | Seepage |1.00 | saturated zone | | Depth to |1.00

 | Too sandy |1.00 | | | saturated zone |

 | | | | | |

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

 | | | | | |
402 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 | ___________________________________________________________________________________________________

 | | | | | |

737D: | | | | | |

 Santiago, very stony|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

748A: | | | | | |

 Brander-------------|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 |1.00

 | Too sandy |1.00 | | | saturated zone |

 | | | | | |

755A: | | | | | |

 Moppet--------------|Very limited | |Very limited | |Somewhat limited |

 | Flooding |1.00 | Flooding |1.00 | Depth to |0.47

 | Depth to |1.00 | Depth to |1.00 | saturated zone |

 | saturated zone | | saturated zone | | |

 | Seepage |1.00 | Seepage |1.00 | |

 | | | | | |

 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 | | | Gravel content |0.03

 | | | | | |

757B: | | | | | |

 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 |

 | | | | | |

 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 |

 | | | | | |

 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 |

 | | | | | |

 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 |

 | | | | | |

766A: | | | | | |

 Moppet--------------|Very limited | |Very limited | |Somewhat limited |

 | Flooding |1.00 | Flooding |1.00 | Depth to |0.47

 | Depth to |1.00 | Depth to |1.00 | saturated zone |

 | saturated zone | | saturated zone | | |

 | Seepage |1.00 | Seepage |1.00 | |

 | | | | | |

822A: | | | | | |

 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 |

 | | | | | |

 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 |

 | | | | | |
Taylor County, Wisconsin 403

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 | ___________________________________________________________________________________________________

 | | | | | |

822A: | | | | | |

 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

 | | | | | |

837E: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

848A: | | | | | |

 Ribriver------------|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 | | | |

 | | | | | |

863B: | | | | | |

 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 |

 | | | | | |

 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 |

 | | | | | |

 Sconsin-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00 | Too sandy |1.00

 | saturated zone | | Depth to |1.00 | Seepage |1.00

 | Seepage |1.00 | saturated zone | | Depth to |1.00

 | Too sandy |1.00 | | | saturated zone |

 | | | | | |

923A: | | | | | |

 Capitola, 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 |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Cebana, 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 |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

956B: | | | | | |

 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 |

 | | | | | |

957B: | | | | | |

 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 |

 | | | | | |

957C: | | | | | |

 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 |0.37 | Slope |0.37 | Slope |0.37

 | | | | | |
404 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 | ___________________________________________________________________________________________________

 | | | | | |

2015: | | | | | |

 Pits----------------|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

 | | | | | |

3456A: | | | | | |

 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 |

 | | | | | |

3525C: | | | | | |

 Newood, very stony--|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |0.37 | Slope |0.37 | Slope |0.37

 | | | | | |

 Padwood-------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Seepage |1.00 | Too sandy |1.00

 | Depth to |1.00 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |0.37 | Slope |0.37 | Slope |0.37

 | | | | | |

 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

 | | | | | |

3546C: | | | | | |

 Newood, very stony--|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |0.37 | Slope |0.37 | Slope |0.37

 | | | | | |

 Pence, very stony---|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

 | | | | | |

3556C: | | | | | |

 Newood, very stony--|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |0.37 | Slope |0.37 | Slope |0.37

 | | | | | |

 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 |

 | | | | | |
Taylor County, Wisconsin 405

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 | ___________________________________________________________________________________________________

 | | | | | |

3556C: | | | | | |

 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 | |

 | | | | | |

3561A: | | | | | |

 Pesabic, 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 |

 | | | | | Gravel content |0.01

 | | | | | |

 Worwood-------------|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 | Seepage |1.00 | Too sandy |1.00

 | | | | | |

 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 |0.03

 | | | | | |

3569C: | | | | | |

 Newood, very stony--|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | |

 Pesabic, 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 |

 | | | | | Gravel content |0.01

 | | | | | |

 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 | |

 | | | | | |

3666B: | | | | | |

 Pesabic, 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 |

 | | | | | Gravel content |0.01

 | | | | | |

3863C: | | | | | |

 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 |0.37 | Slope |0.37 | Slope |0.37

 | | | | | |

 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 |0.37 | Slope |0.37 | Slope |0.37

 | | | | | |
406 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 | ___________________________________________________________________________________________________

 | | | | | |

3863C: | | | | | |

 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

 | | | | | |

9052A: | | | | | |

 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 | |

 | | | | | |

 Capitola, 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 |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 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

 | | | | | |

9055A: | | | | | |

 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

 | | | | | |

9060D: | | | | | |

 Pelissier-----------|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 |0.99

 | | | | | |

9071B: | | | | | |

 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 |

 | | | | | |

9077C: | | | | | |

 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 |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

9078A: | | | | | |

 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 |

 | | | | | |
Taylor County, Wisconsin 407

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 | ___________________________________________________________________________________________________

 | | | | | |

9078A: | | | | | |

 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 |

 | | | | | |

 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

 | | | | | |

9081C: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

9082B: | | | | | |

 Newood, very stony--|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

9083A: | | | | | |

 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 |

 | | | | | |

9083B: | | | | | |

 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 |

 | | | | | |

9086A: | | | | | |

 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 |

 | | | | | |

9087C: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Slope |1.00

 | saturated zone | | saturated zone | | Depth to |0.86

 | Slope |1.00 | Slope |1.00 | saturated zone |

 | | | | | |

 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 |0.84 | Slope |0.84 | Slope |0.84

 | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

9088A: | | | | | |

 Newood, very stony--|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Capitola, 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 |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |
408 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 | ___________________________________________________________________________________________________

 | | | | | |

9089B: | | | | | |

 Newood, very stony--|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 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

 | | | | | |

9090C: | | | | | |

 Newood, very stony--|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 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

 | | | | | |

9092D: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

9093C: | | | | | |

 Pence---------------|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 |0.16

 | | | | | |

 Padus---------------|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

 | | | | | |

9096C: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Pesabic, 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 |

 | | | | | Gravel content |0.01

 | | | | | |
Taylor County, Wisconsin 409

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 | ___________________________________________________________________________________________________

 | | | | | |

9096C: | | | | | |

 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

 | | | | | |

9097B: | | | | | |

 Newood, very stony--|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |0.75 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Padus, 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

 | | | | | |

9098A: | | | | | |

 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

 | | | | | |

9099B: | | | | | |

 Antigo--------------|Very limited | |Not limited | |Very limited |

 | Seepage |1.00 | | | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

9197C: | | | | | |

 Pelissier-----------|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 |0.90

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
410 Soil Survey of

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. 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 _________________________________________________________________________

 | | | |

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

 | | | |

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

 | | | |

48B: | | | |

 Brill---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

57B: | | | |

 Spencer-------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.03

 | | | |

59A: | | | |

 Almena--------------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom 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

 | | | |
Taylor County, Wisconsin 411

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 _________________________________________________________________________

 | | | |

63D: | | | |

 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

 | | | |

77A: | | | |

 Auburndale----------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.00

 | | | |

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

 | | | |

182D: | | | |

 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

 | | | |

215D: | | | |

 Pence---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

308B: | | | |

 Blackriver----------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.07

 | | | |
412 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 _________________________________________________________________________

 | | | |

315A: | | | |

 Rib-----------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

324A: | | | |

 Maplehurst----------|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

 | | | |

345B: | | | |

 Freeon, very stony--|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.01

 | Bottom layer |0.00 | Bottom layer |0.03

 | | | |

 Sconsin-------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.25 | Bottom layer |0.01

 | | | |

346E: | | | |

 Newot, very stony---|Fair | |Fair |

 | Thickest layer |0.01 | Thickest layer |0.03

 | Bottom layer |0.01 | Bottom layer |0.03

 | | | |

 Pence, very stony---|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

355B: | | | |

 Loyal---------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

355C: | | | |

 Loyal---------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

356A: | | | |

 Withee--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

357A: | | | |

 Marshfield----------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.00

 | | | |

408A: | | | |

 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

 | | | |
Taylor County, Wisconsin 413

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 _________________________________________________________________________

 | | | |

414A: | | | |

 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

 | | | |

457B: | | | |

 Freeon, very stony--|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.01

 | Bottom layer |0.00 | Bottom layer |0.03

 | | | |

 Freeon--------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.01

 | Bottom layer |0.00 | Bottom layer |0.03

 | | | |

457C: | | | |

 Freeon, very stony--|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.01

 | Bottom layer |0.00 | Bottom layer |0.03

 | | | |

 Freeon--------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.01

 | Bottom layer |0.00 | Bottom layer |0.03

 | | | |

515A: | | | |

 Manitowish----------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

525B: | | | |

 Newood, very stony--|Fair | |Fair |

 | Thickest layer |0.01 | Thickest layer |0.01

 | Bottom layer |0.01 | Bottom layer |0.04

 | | | |

 Padwood-------------|Fair | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.18 | Thickest layer |0.30

 | | | |

 Tipler--------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

527B: | | | |

 Padwood-------------|Fair | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.18 | Thickest layer |0.30

 | | | |

537D: | | | |

 Newot, very stony---|Fair | |Fair |

 | Thickest layer |0.01 | Thickest layer |0.03

 | Bottom layer |0.01 | Bottom layer |0.03

 | | | |

 Newood, very stony--|Fair | |Fair |

 | Thickest layer |0.01 | Thickest layer |0.01

 | Bottom layer |0.01 | Bottom layer |0.04

 | | | |
414 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 _________________________________________________________________________

 | | | |

537D: | | | |

 Cathro--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.03

 | | | |

545C: | | | |

 Freeon, very stony--|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.01

 | Bottom layer |0.00 | Bottom layer |0.03

 | | | |

 Antigo--------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

555A: | | | |

 Fordum--------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.53

 | | | |

560A: | | | |

 Worwood-------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.03

 | | | |

571E: | | | |

 Pelissier-----------|Fair | |Fair |

 | Bottom layer |0.24 | Thickest layer |0.14

 | Thickest layer |0.27 | Bottom layer |0.54

 | | | |

612A: | | | |

 Magnor, very stony--|Poor | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.04

 | | | |

 Ossmer--------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

623A: | | | |

 Capitola, very stony|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

 | | | |

632B: | | | |

 Aftad---------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

637B: | | | |

 Newood, very stony--|Fair | |Fair |

 | Thickest layer |0.01 | Thickest layer |0.01

 | Bottom layer |0.01 | Bottom layer |0.04

 | | | |
Taylor County, Wisconsin 415

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 _________________________________________________________________________

 | | | |

637C: | | | |

 Newood, very stony--|Fair | |Fair |

 | Thickest layer |0.01 | Thickest layer |0.01

 | Bottom layer |0.01 | Bottom layer |0.04

 | | | |

642B: | | | |

 Pesabic, very stony |Fair | |Fair |

 | Thickest layer |0.01 | Bottom layer |0.02

 | Bottom layer |0.01 | Thickest layer |0.02

 | | | |

 Capitola, very stony|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.04

 | | | |

 Newood, very stony--|Fair | |Fair |

 | Thickest layer |0.01 | Thickest layer |0.01

 | Bottom layer |0.01 | Bottom layer |0.04

 | | | |

648B: | | | |

 Sconsin-------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.25 | Bottom layer |0.01

 | | | |

683A: | | | |

 Tipler--------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

737D: | | | |

 Santiago, very stony|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.03

 | Thickest layer |0.00 | Thickest layer |0.04

 | | | |

748A: | | | |

 Brander-------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

755A: | | | |

 Moppet--------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.42

 | | | |

 Fordum--------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.53

 | | | |

757B: | | | |

 Magnor, very stony--|Poor | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.04

 | | | |

 Freeon, very stony--|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.01

 | Bottom layer |0.00 | Bottom layer |0.03

 | | | |

 Magnor--------------|Poor | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.04

 | | | |
416 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 _________________________________________________________________________

 | | | |

757B: | | | |

 Freeon--------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.01

 | Bottom layer |0.00 | Bottom layer |0.03

 | | | |

766A: | | | |

 Moppet--------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.42

 | | | |

822A: | | | |

 Comstock------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Magnor, very stony--|Poor | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.04

 | | | |

 Ossmer--------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

837E: | | | |

 Newot, very stony---|Fair | |Fair |

 | Thickest layer |0.01 | Thickest layer |0.03

 | Bottom layer |0.01 | Bottom layer |0.03

 | | | |

848A: | | | |

 Ribriver------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

863B: | | | |

 Crystal Lake--------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Freeon, very stony--|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.01

 | Bottom layer |0.00 | Bottom layer |0.03

 | | | |

 Sconsin-------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.25 | Bottom layer |0.01

 | | | |

923A: | | | |

 Capitola, very stony|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.04

 | | | |

 Cebana, very stony--|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.04

 | | | |

956B: | | | |

 Magnor, very stony--|Poor | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.04

 | | | |
Taylor County, Wisconsin 417

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 _________________________________________________________________________

 | | | |

957B: | | | |

 Freeon, very stony--|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.01

 | Bottom layer |0.00 | Bottom layer |0.03

 | | | |

957C: | | | |

 Freeon, very stony--|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.01

 | Bottom layer |0.00 | Bottom layer |0.03

 | | | |

2015: | | | |

 Pits----------------|Not rated | |Not rated |

 | | | |

3011A: | | | |

 Barronett-----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

3456A: | | | |

 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

 | | | |

3525C: | | | |

 Newood, very stony--|Fair | |Fair |

 | Thickest layer |0.01 | Thickest layer |0.01

 | Bottom layer |0.01 | Bottom layer |0.04

 | | | |

 Padwood-------------|Fair | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.18 | Thickest layer |0.30

 | | | |

 Padus---------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.02

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

3546C: | | | |

 Newood, very stony--|Fair | |Fair |

 | Thickest layer |0.01 | Thickest layer |0.01

 | Bottom layer |0.01 | Bottom layer |0.04

 | | | |

 Pence, very stony---|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

3556C: | | | |

 Newood, very stony--|Fair | |Fair |

 | Thickest layer |0.01 | Thickest layer |0.01

 | Bottom layer |0.01 | Bottom layer |0.04

 | | | |

 Magnor, very stony--|Poor | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.04

 | | | |

 Cathro--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.03

 | | | |
418 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 _________________________________________________________________________

 | | | |

3561A: | | | |

 Pesabic, very stony |Fair | |Fair |

 | Thickest layer |0.01 | Bottom layer |0.02

 | Bottom layer |0.01 | Thickest layer |0.02

 | | | |

 Worwood-------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.03

 | | | |

 Worcester-----------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.04

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

3569C: | | | |

 Newood, very stony--|Fair | |Fair |

 | Thickest layer |0.01 | Thickest layer |0.01

 | Bottom layer |0.01 | Bottom layer |0.04

 | | | |

 Pesabic, very stony |Fair | |Fair |

 | Thickest layer |0.01 | Bottom layer |0.02

 | Bottom layer |0.01 | Thickest layer |0.02

 | | | |

 Cathro--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.03

 | | | |

3666B: | | | |

 Pesabic, very stony |Fair | |Fair |

 | Thickest layer |0.01 | Bottom layer |0.02

 | Bottom layer |0.01 | Thickest layer |0.02

 | | | |

3863C: | | | |

 Crystal Lake--------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Freeon, very stony--|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.01

 | Bottom layer |0.00 | Bottom layer |0.03

 | | | |

 Antigo--------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

9052A: | | | |

 Cathro--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.03

 | | | |

 Capitola, very stony|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.04

 | | | |

 Lupton--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

9055A: | | | |

 Loxley--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |
Taylor County, Wisconsin 419

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 _________________________________________________________________________

 | | | |

9060D: | | | |

 Pelissier-----------|Fair | |Fair |

 | Thickest layer |0.27 | Thickest layer |0.15

 | Bottom layer |0.39 | Bottom layer |0.54

 | | | |

9071B: | | | |

 Freeon, very stony--|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.01

 | Bottom layer |0.00 | Bottom layer |0.03

 | | | |

9077C: | | | |

 Freeon, very stony--|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.01

 | Bottom layer |0.00 | Bottom layer |0.03

 | | | |

9078A: | | | |

 Freeon, very stony--|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.01

 | Bottom layer |0.00 | Bottom layer |0.03

 | | | |

 Magnor, very stony--|Poor | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.04

 | | | |

 Ossmer--------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

9081C: | | | |

 Newot, very stony---|Fair | |Fair |

 | Thickest layer |0.01 | Thickest layer |0.03

 | Bottom layer |0.01 | Bottom layer |0.03

 | | | |

9082B: | | | |

 Newood, very stony--|Fair | |Fair |

 | Thickest layer |0.01 | Thickest layer |0.01

 | Bottom layer |0.01 | Bottom layer |0.04

 | | | |

9083A: | | | |

 Crystal Lake--------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

9083B: | | | |

 Crystal Lake--------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

9086A: | | | |

 Freeon, very stony--|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.01

 | Bottom layer |0.00 | Bottom layer |0.03

 | | | |

9087C: | | | |

 Crystal Lake--------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Freeon, very stony--|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.01

 | Bottom layer |0.00 | Bottom layer |0.03

 | | | |
420 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 _________________________________________________________________________

 | | | |

9087C: | | | |

 Newot, very stony---|Fair | |Fair |

 | Thickest layer |0.01 | Thickest layer |0.03

 | Bottom layer |0.01 | Bottom layer |0.03

 | | | |

9088A: | | | |

 Newood, very stony--|Fair | |Fair |

 | Thickest layer |0.01 | Thickest layer |0.01

 | Bottom layer |0.01 | Bottom layer |0.04

 | | | |

 Capitola, very stony|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.04

 | | | |

9089B: | | | |

 Newood, very stony--|Fair | |Fair |

 | Thickest layer |0.01 | Thickest layer |0.01

 | Bottom layer |0.01 | Bottom layer |0.04

 | | | |

 Lupton--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

9090C: | | | |

 Newood, very stony--|Fair | |Fair |

 | Thickest layer |0.01 | Thickest layer |0.01

 | Bottom layer |0.01 | Bottom layer |0.04

 | | | |

 Newot, very stony---|Fair | |Fair |

 | Thickest layer |0.01 | Thickest layer |0.03

 | Bottom layer |0.01 | Bottom layer |0.03

 | | | |

 Lupton--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

9092D: | | | |

 Newot, very stony---|Fair | |Fair |

 | Thickest layer |0.01 | Thickest layer |0.03

 | Bottom layer |0.01 | Bottom layer |0.03

 | | | |

9093C: | | | |

 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

 | | | |

9096C: | | | |

 Newot, very stony---|Fair | |Fair |

 | Thickest layer |0.01 | Thickest layer |0.03

 | Bottom layer |0.01 | Bottom layer |0.03

 | | | |

 Pesabic, very stony |Fair | |Fair |

 | Thickest layer |0.01 | Bottom layer |0.02

 | Bottom layer |0.01 | Thickest layer |0.02

 | | | |
Taylor County, Wisconsin 421

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 _________________________________________________________________________

 | | | |

9096C: | | | |

 Lupton--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

9097B: | | | |

 Newood, very stony--|Fair | |Fair |

 | Thickest layer |0.01 | Thickest layer |0.01

 | Bottom layer |0.01 | Bottom layer |0.04

 | | | |

 Padus, very stony---|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.02

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

9098A: | | | |

 Oesterle------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.08

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

9099B: | | | |

 Antigo--------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.50

 | | | |

9197C: | | | |

 Pelissier-----------|Fair | |Fair |

 | Bottom layer |0.39 | Thickest layer |0.54

 | Thickest layer |0.39 | Bottom layer |0.54

 | | | |

M-W: | | | |

 Miscellaneous water |Not rated | |Not rated |

 | | | |

W: | | | |

 Water---------------|Not rated | |Not rated |

 | | | | _________________________________________________________________________
422 Soil Survey of

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 | ___________________________________________________________________________________________________

 | | | | | |

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)|

 | | | | | |

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 | | | |

 | | | | | |

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 | | | |

 | | | | | |

48B: | | | | | |

 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)|

 | | | | | |

57B: | | | | | |

 Spencer-------------|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 | Shrink-swell |0.99 | Hard to reclaim |0.03

 | Water erosion |0.90 | | | (dense layer) |

 | | | | | Hard to reclaim |0.98

 | | | | | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |
Taylor County, Wisconsin 423

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 | ___________________________________________________________________________________________________

 | | | | | |

59A: | | | | | |

 Almena--------------|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 | Low strength |0.00 | Hard to reclaim |0.01

 | Water erosion |0.90 | Shrink-swell |0.99 | (dense layer) |

 | | | | | Hard to reclaim |0.98

 | | | | | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |

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

 | | | | | |

63D: | | | | | |

 Crystal Lake--------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Depth to |0.89 | Slope |0.00

 | organic matter | | saturated zone | | Depth to |0.89

 | Too acid |0.54 | Slope |0.98 | saturated zone |

 | 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

 | | | | | |

77A: | | | | | |

 Auburndale----------|Fair | |Poor | |Poor |

 | Too acid |0.54 | Depth to |0.00 | Depth to |0.00

 | Low content of |0.60 | saturated zone | | saturated zone |

 | organic matter | | Low strength |0.00 | Hard to reclaim |0.92

 | Water erosion |0.90 | Shrink-swell |0.99 | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |

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

 | | | | | |

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

 | | | | | |
424 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 | ___________________________________________________________________________________________________

 | | | | | |

182D: | | | | | |

 Padus---------------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Slope |0.08 | Slope |0.00

 | 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

 | | | | | 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)|

 | | | | | |

308B: | | | | | |

 Blackriver----------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Depth to |0.14

 | organic matter | | Depth to |0.14 | saturated zone |

 | Too acid |0.68 | saturated zone | | |

 | Water erosion |0.90 | | | |

 | | | | | |

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)|

 | | | | | |
Taylor County, Wisconsin 425

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 | ___________________________________________________________________________________________________

 | | | | | |

324A: | | | | | |

 Maplehurst----------|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 | Low strength |0.00 | 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 | | | |

 | | | | | |

345B: | | | | | |

 Freeon, very stony--|Fair | |Poor | |Poor |

 | Too acid |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | Low content of |0.12 | saturated zone | | (dense layer) |

 | organic matter | | | | Depth to |0.00

 | | | | | saturated zone |

 | | | | | Rock fragments |0.00

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

 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 |

 | | | | | |

346E: | | | | | |

 Newot, very stony---|Fair | |Poor | |Poor |

 | Too acid |0.12 | Slope |0.00 | Slope |0.00

 | Low content of |0.12 | | | Hard to reclaim |0.00

 | organic matter | | | | (dense layer) |

 | Droughty |0.90 | | | Rock fragments |0.00

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |

 Pence, very stony---|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)|

 | | | | | |

355B: | | | | | |

 Loyal---------------|Fair | |Poor | |Poor |

 | Low content of |0.50 | 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 |0.90 | | | saturated zone |

 | | | | | Rock fragments |0.03

 | | | | | Hard to reclaim |0.98

 | | | | | (rock fragments)|

 | | | | | |
426 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 | ___________________________________________________________________________________________________

 | | | | | |

355C: | | | | | |

 Loyal---------------|Fair | |Poor | |Poor |

 | Low content of |0.50 | 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 |0.90 | | | saturated zone |

 | | | | | Rock fragments |0.03

 | | | | | Slope |0.96

 | | | | | Hard to reclaim |0.98

 | | | | | (rock fragments)|

 | | | | | |

356A: | | | | | |

 Withee--------------|Fair | |Poor | |Poor |

 | Too acid |0.32 | Depth to |0.00 | Hard to reclaim |0.00

 | Low content of |0.50 | saturated zone | | (dense layer) |

 | organic matter | | | | Depth to |0.00

 | Water erosion |0.90 | | | saturated zone |

 | | | | | Rock fragments |0.03

 | | | | | Hard to reclaim |0.98

 | | | | | (rock fragments)|

 | | | | | |

357A: | | | | | |

 Marshfield----------|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 |0.50 | | | Depth to |0.00

 | Water erosion |0.90 | | | saturated zone |

 | | | | | Too acid |0.76

 | | | | | Hard to reclaim |0.98

 | | | | | (rock fragments)|

 | | | | | |

408A: | | | | | |

 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 |

 | | | | | |

414A: | | | | | |

 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

 | | | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | Too acid |0.12

 | | | | | |
Taylor County, Wisconsin 427

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 | ___________________________________________________________________________________________________

 | | | | | |

457B: | | | | | |

 Freeon, very stony--|Fair | |Poor | |Poor |

 | Too acid |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | Low content of |0.12 | saturated zone | | (dense layer) |

 | organic matter | | | | Depth to |0.00

 | | | | | saturated zone |

 | | | | | Rock fragments |0.00

 | | | | | 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 |0.20 | | | Rock fragments |0.00

 | Water erosion |0.90 | | | Hard to reclaim |0.20

 | | | | | (dense layer) |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

457C: | | | | | |

 Freeon, very stony--|Fair | |Poor | |Poor |

 | Too acid |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | Low content of |0.12 | saturated zone | | (dense layer) |

 | organic matter | | | | Depth to |0.00

 | | | | | saturated zone |

 | | | | | Rock fragments |0.00

 | | | | | 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 |0.20 | | | Rock fragments |0.00

 | Water erosion |0.90 | | | Hard to reclaim |0.20

 | | | | | (dense layer) |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | Slope |0.96

 | | | | | |

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 |

 | | | | | |

525B: | | | | | |

 Newood, 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

 | Droughty |0.89 | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |
428 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 | ___________________________________________________________________________________________________

 | | | | | |

525B: | | | | | |

 Padwood-------------|Fair | |Fair | |Fair |

 | Low content of |0.12 | Depth to |0.53 | Rock fragments |0.12

 | organic matter | | saturated zone | | Depth to |0.53

 | Too acid |0.54 | | | saturated zone |

 | | | | | |

 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

 | | | | | |

527B: | | | | | |

 Padwood-------------|Fair | |Fair | |Fair |

 | Low content of |0.12 | Depth to |0.53 | Rock fragments |0.12

 | organic matter | | saturated zone | | Depth to |0.53

 | Too acid |0.54 | | | saturated zone |

 | | | | | |

537D: | | | | | |

 Newot, very stony---|Fair | |Poor | |Poor |

 | Too acid |0.12 | Slope |0.00 | Slope |0.00

 | Low content of |0.12 | | | Hard to reclaim |0.00

 | organic matter | | | | (dense layer) |

 | Droughty |0.90 | | | Rock fragments |0.00

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |

 Newood, 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

 | Droughty |0.89 | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Slope |0.63

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

 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 |

 | | | | | |

545C: | | | | | |

 Freeon, very stony--|Fair | |Poor | |Poor |

 | Too acid |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | Low content of |0.12 | saturated zone | | (dense layer) |

 | organic matter | | | | Depth to |0.00

 | | | | | saturated zone |

 | | | | | Rock fragments |0.00

 | | | | | Slope |0.63

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |
Taylor County, Wisconsin 429

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 | ___________________________________________________________________________________________________

 | | | | | |

545C: | | | | | |

 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 | | | |

 | | | | | |

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

 | | | | | |

560A: | | | | | |

 Worwood-------------|Fair | |Poor | |Poor |

 | Too acid |0.12 | Depth to |0.00 | Depth to |0.00

 | Low content of |0.12 | saturated zone | | saturated zone |

 | organic matter | | | | Rock fragments |0.12

 | | | | | |

571E: | | | | | |

 Pelissier-----------|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 |0.17 | | | Hard to reclaim |0.00

 | Too acid |0.50 | | | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |

612A: | | | | | |

 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)|

 | | | | | |

 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)|

 | | | | | |

623A: | | | | | |

 Capitola, very stony|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

 | Droughty |0.99 | | | (dense layer) |

 | | | | | 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)|

 | | | | | |
430 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 | ___________________________________________________________________________________________________

 | | | | | |

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 | | | |

 | | | | | |

637B: | | | | | |

 Newood, 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

 | Droughty |0.89 | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

637C: | | | | | |

 Newood, 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

 | Droughty |0.89 | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Slope |0.63

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

642B: | | | | | |

 Pesabic, very stony |Fair | |Poor | |Poor |

 | Too acid |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | Low content of |0.60 | saturated zone | | (dense layer) |

 | organic matter | | | | Depth to |0.00

 | | | | | saturated zone |

 | | | | | Rock fragments |0.00

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

 Capitola, very stony|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

 | Droughty |0.99 | | | (dense layer) |

 | | | | | Rock fragments |0.97

 | | | | | |

 Newood, 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

 | Droughty |0.89 | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

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 |

 | | | | | |
Taylor County, Wisconsin 431

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

 | | | | | |

737D: | | | | | |

 Santiago, very stony|Fair | |Fair | |Poor |

 | Low content of |0.12 | Slope |0.08 | Slope |0.00

 | organic matter | | | | Rock fragments |0.00

 | Too acid |0.68 | | | Hard to reclaim |0.03

 | Water erosion |0.90 | | | (dense layer) |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

748A: | | | | | |

 Brander-------------|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)|

 | | | | | |

755A: | | | | | |

 Moppet--------------|Fair | |Fair | |Fair |

 | Too acid |0.50 | Depth to |0.89 | Too acid |0.76

 | Low content of |0.88 | saturated zone | | Depth to |0.89

 | organic matter | | | | saturated zone |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

 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

 | | | | | |

757B: | | | | | |

 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)|

 | | | | | |

 Freeon, very stony--|Fair | |Poor | |Poor |

 | Too acid |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | Low content of |0.12 | saturated zone | | (dense layer) |

 | organic matter | | | | Depth to |0.00

 | | | | | saturated zone |

 | | | | | Rock fragments |0.00

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |
432 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 | ___________________________________________________________________________________________________

 | | | | | |

757B: | | | | | |

 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)|

 | | | | | |

 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 |0.20 | | | Rock fragments |0.00

 | Water erosion |0.90 | | | Hard to reclaim |0.20

 | | | | | (dense layer) |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

766A: | | | | | |

 Moppet--------------|Fair | |Fair | |Fair |

 | Too acid |0.50 | Depth to |0.89 | Too acid |0.76

 | Low content of |0.88 | saturated zone | | Depth to |0.89

 | organic matter | | | | saturated zone |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

822A: | | | | | |

 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 | | | |

 | | | | | |

 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)|

 | | | | | |

 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)|

 | | | | | |

837E: | | | | | |

 Newot, very stony---|Fair | |Poor | |Poor |

 | Too acid |0.12 | Slope |0.00 | Slope |0.00

 | Low content of |0.12 | | | Hard to reclaim |0.00

 | organic matter | | | | (dense layer) |

 | Droughty |0.90 | | | Rock fragments |0.00

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |
Taylor County, Wisconsin 433

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 | ___________________________________________________________________________________________________

 | | | | | |

848A: | | | | | |

 Ribriver------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Depth to |0.14

 | organic matter | | Depth to |0.14 | saturated zone |

 | Too acid |0.68 | saturated zone | | Hard to reclaim |0.68

 | Water erosion |0.90 | | | (rock fragments)|

 | | | | | |

863B: | | | | | |

 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 | | | |

 | | | | | |

 Freeon, very stony--|Fair | |Poor | |Poor |

 | Too acid |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | Low content of |0.12 | saturated zone | | (dense layer) |

 | organic matter | | | | Depth to |0.00

 | | | | | saturated zone |

 | | | | | Rock fragments |0.00

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

 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 |

 | | | | | |

923A: | | | | | |

 Capitola, very stony|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

 | Droughty |0.99 | | | (dense layer) |

 | | | | | Rock fragments |0.97

 | | | | | |

 Cebana, 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 |0.84 | | | Depth to |0.00

 | Water erosion |0.90 | | | saturated zone |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

956B: | | | | | |

 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)|

 | | | | | |
434 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 | ___________________________________________________________________________________________________

 | | | | | |

957B: | | | | | |

 Freeon, very stony--|Fair | |Poor | |Poor |

 | Too acid |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | Low content of |0.12 | saturated zone | | (dense layer) |

 | organic matter | | | | Depth to |0.00

 | | | | | saturated zone |

 | | | | | Rock fragments |0.00

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

957C: | | | | | |

 Freeon, very stony--|Fair | |Poor | |Poor |

 | Too acid |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | Low content of |0.12 | saturated zone | | (dense layer) |

 | organic matter | | | | Depth to |0.00

 | | | | | saturated zone |

 | | | | | Rock fragments |0.00

 | | | | | Slope |0.63

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

2015: | | | | | |

 Pits----------------|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 | | | |

 | | | | | |

3456A: | | | | | |

 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)|

 | | | | | |

 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)|

 | | | | | |

3525C: | | | | | |

 Newood, 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

 | Droughty |0.89 | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Slope |0.63

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |
Taylor County, Wisconsin 435

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 | ___________________________________________________________________________________________________

 | | | | | |

3525C: | | | | | |

 Padwood-------------|Fair | |Fair | |Fair |

 | Low content of |0.12 | Depth to |0.53 | Rock fragments |0.12

 | organic matter | | saturated zone | | Depth to |0.53

 | Too acid |0.54 | | | saturated zone |

 | | | | | Slope |0.63

 | | | | | |

 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

 | | | | | |

3546C: | | | | | |

 Newood, 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

 | Droughty |0.89 | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Slope |0.63

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

 Pence, very 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 | | | Slope |0.63

 | | | | | |

3556C: | | | | | |

 Newood, 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

 | Droughty |0.89 | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Slope |0.63

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

 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)|

 | | | | | |

 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 |

 | | | | | |
436 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 | ___________________________________________________________________________________________________

 | | | | | |

3561A: | | | | | |

 Pesabic, very stony |Fair | |Poor | |Poor |

 | Too acid |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | Low content of |0.60 | saturated zone | | (dense layer) |

 | organic matter | | | | Depth to |0.00

 | | | | | saturated zone |

 | | | | | Rock fragments |0.00

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

 Worwood-------------|Fair | |Poor | |Poor |

 | Too acid |0.12 | Depth to |0.00 | Depth to |0.00

 | Low content of |0.12 | saturated zone | | saturated zone |

 | organic matter | | | | Rock fragments |0.12

 | | | | | |

 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)|

 | | | | | |

3569C: | | | | | |

 Newood, 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

 | Droughty |0.89 | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | Slope |0.96

 | | | | | |

 Pesabic, very stony |Fair | |Poor | |Poor |

 | Too acid |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | Low content of |0.60 | saturated zone | | (dense layer) |

 | organic matter | | | | Depth to |0.00

 | | | | | saturated zone |

 | | | | | Rock fragments |0.00

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

 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 |

 | | | | | |

3666B: | | | | | |

 Pesabic, very stony |Fair | |Poor | |Poor |

 | Too acid |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | Low content of |0.60 | saturated zone | | (dense layer) |

 | organic matter | | | | Depth to |0.00

 | | | | | saturated zone |

 | | | | | Rock fragments |0.00

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |
Taylor County, Wisconsin 437

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 | ___________________________________________________________________________________________________

 | | | | | |

3863C: | | | | | |

 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 |0.63

 | Water erosion |0.90 | | | Too acid |0.98

 | | | | | |

 Freeon, very stony--|Fair | |Poor | |Poor |

 | Too acid |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | Low content of |0.12 | saturated zone | | (dense layer) |

 | organic matter | | | | Depth to |0.00

 | | | | | saturated zone |

 | | | | | Rock fragments |0.00

 | | | | | Slope |0.63

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

 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 | | | |

 | | | | | |

9052A: | | | | | |

 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 |

 | | | | | |

 Capitola, very stony|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

 | Droughty |0.99 | | | (dense layer) |

 | | | | | Rock fragments |0.97

 | | | | | |

 Lupton--------------|Good | |Poor | |Poor |

 | | | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | |

9055A: | | | | | |

 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

 | | | | | |

9060D: | | | | | |

 Pelissier-----------|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 |0.17 | | | Hard to reclaim |0.00

 | Too acid |0.50 | | | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |
438 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 | ___________________________________________________________________________________________________

 | | | | | |

9071B: | | | | | |

 Freeon, very stony--|Fair | |Poor | |Poor |

 | Too acid |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | Low content of |0.12 | saturated zone | | (dense layer) |

 | organic matter | | | | Depth to |0.00

 | | | | | saturated zone |

 | | | | | Rock fragments |0.00

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

9077C: | | | | | |

 Freeon, very stony--|Fair | |Poor | |Poor |

 | Too acid |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | Low content of |0.12 | saturated zone | | (dense layer) |

 | organic matter | | | | Depth to |0.00

 | | | | | saturated zone |

 | | | | | Slope |0.00

 | | | | | Rock fragments |0.00

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

9078A: | | | | | |

 Freeon, very stony--|Fair | |Poor | |Poor |

 | Too acid |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | Low content of |0.12 | saturated zone | | (dense layer) |

 | organic matter | | | | Depth to |0.00

 | | | | | saturated zone |

 | | | | | Rock fragments |0.00

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

 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)|

 | | | | | |

 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)|

 | | | | | |

9081C: | | | | | |

 Newot, very stony---|Fair | |Fair | |Poor |

 | Too acid |0.12 | Slope |0.50 | Hard to reclaim |0.00

 | Low content of |0.12 | | | (dense layer) |

 | organic matter | | | | Slope |0.00

 | Droughty |0.90 | | | Rock fragments |0.00

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |
Taylor County, Wisconsin 439

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 | ___________________________________________________________________________________________________

 | | | | | |

9082B: | | | | | |

 Newood, 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

 | Droughty |0.89 | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

9083A: | | | | | |

 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 | | | |

 | | | | | |

9083B: | | | | | |

 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 | | | |

 | | | | | |

9086A: | | | | | |

 Freeon, very stony--|Fair | |Poor | |Poor |

 | Too acid |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | Low content of |0.12 | saturated zone | | (dense layer) |

 | organic matter | | | | Depth to |0.00

 | | | | | saturated zone |

 | | | | | Rock fragments |0.00

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

9087C: | | | | | |

 Crystal Lake--------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Depth to |0.53 | Slope |0.00

 | organic matter | | saturated zone | | Depth to |0.53

 | Too acid |0.54 | | | saturated zone |

 | Water erosion |0.90 | | | Too acid |0.98

 | | | | | |

 Freeon, very stony--|Fair | |Poor | |Poor |

 | Too acid |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | Low content of |0.12 | saturated zone | | (dense layer) |

 | organic matter | | | | Depth to |0.00

 | | | | | saturated zone |

 | | | | | Rock fragments |0.00

 | | | | | Slope |0.16

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

 Newot, very stony---|Fair | |Good | |Poor |

 | Too acid |0.12 | | | Hard to reclaim |0.00

 | Low content of |0.12 | | | (dense layer) |

 | organic matter | | | | Slope |0.00

 | Droughty |0.90 | | | Rock fragments |0.00

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |
440 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 | ___________________________________________________________________________________________________

 | | | | | |

9088A: | | | | | |

 Newood, 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

 | Droughty |0.89 | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

 Capitola, very stony|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

 | Droughty |0.99 | | | (dense layer) |

 | | | | | Rock fragments |0.97

 | | | | | |

9089B: | | | | | |

 Newood, 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

 | Droughty |0.89 | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

 Lupton--------------|Good | |Poor | |Poor |

 | | | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | |

9090C: | | | | | |

 Newood, 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

 | Droughty |0.89 | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

 Newot, very stony---|Fair | |Fair | |Poor |

 | Too acid |0.12 | Slope |0.08 | Slope |0.00

 | Low content of |0.12 | | | Hard to reclaim |0.00

 | organic matter | | | | (dense layer) |

 | Droughty |0.90 | | | Rock fragments |0.00

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |

 Lupton--------------|Good | |Poor | |Poor |

 | | | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | |
Taylor County, Wisconsin 441

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 | ___________________________________________________________________________________________________

 | | | | | |

9092D: | | | | | |

 Newot, very stony---|Fair | |Poor | |Poor |

 | Too acid |0.12 | Slope |0.00 | Slope |0.00

 | Low content of |0.12 | | | Hard to reclaim |0.00

 | organic matter | | | | (dense layer) |

 | Droughty |0.90 | | | Rock fragments |0.00

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |

9093C: | | | | | |

 Pence---------------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Slope |0.50 | Too sandy |0.00

 | Low content of |0.12 | | | Slope |0.00

 | organic matter | | | | Rock fragments |0.00

 | Droughty |0.26 | | | Hard to reclaim |0.32

 | Too acid |0.54 | | | (rock fragments)|

 | | | | | |

 Padus---------------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Slope |0.50 | Slope |0.00

 | organic matter | | | | Hard to reclaim |0.68

 | Too acid |0.54 | | | (rock fragments)|

 | | | | | Rock fragments |0.98

 | | | | | Too acid |0.98

 | | | | | |

9096C: | | | | | |

 Newot, very stony---|Fair | |Fair | |Poor |

 | Too acid |0.12 | Slope |0.08 | Slope |0.00

 | Low content of |0.12 | | | Hard to reclaim |0.00

 | organic matter | | | | (dense layer) |

 | Droughty |0.90 | | | Rock fragments |0.00

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | Too acid |0.98

 | | | | | |

 Pesabic, very stony |Fair | |Poor | |Poor |

 | Too acid |0.12 | Depth to |0.00 | Hard to reclaim |0.00

 | Low content of |0.60 | saturated zone | | (dense layer) |

 | organic matter | | | | Depth to |0.00

 | | | | | saturated zone |

 | | | | | Rock fragments |0.00

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |

 Lupton--------------|Good | |Poor | |Poor |

 | | | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | |

9097B: | | | | | |

 Newood, 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

 | Droughty |0.89 | | | Depth to |0.53

 | | | | | saturated zone |

 | | | | | Hard to reclaim |0.92

 | | | | | (rock fragments)|

 | | | | | |
442 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 | ___________________________________________________________________________________________________

 | | | | | |

9097B: | | | | | |

 Padus, very stony---|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

 | | | | | |

9098A: | | | | | |

 Oesterle------------|Fair | |Poor | |Poor |

 | Too acid |0.12 | Depth to |0.00 | Depth to |0.00

 | Low content of |0.12 | saturated zone | | saturated zone |

 | organic matter | | | | Rock fragments |0.12

 | | | | | Hard to reclaim |0.68

 | | | | | (rock fragments)|

 | | | | | |

9099B: | | | | | |

 Antigo--------------|Fair | |Good | |Fair |

 | Too acid |0.12 | | | Hard to reclaim |0.68

 | Low content of |0.12 | | | (rock fragments)|

 | organic matter | | | | |

 | | | | | |

9197C: | | | | | |

 Pelissier-----------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Slope |0.50 | Too sandy |0.00

 | Too acid |0.12 | | | Rock fragments |0.00

 | Low content of |0.12 | | | Hard to reclaim |0.00

 | organic matter | | | | (rock fragments)|

 | Droughty |0.30 | | | Slope |0.00

 | | | | | Too acid |0.98

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
Taylor County, Wisconsin 443

Table 21a.--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 | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

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 |

 | Restricted |0.41 | Too acid |0.31 | Too acid |0.31

 | permeability | | Restricted |0.31 | Restricted |0.31

 | Too acid |0.08 | permeability | | permeability |

 | | | | | |

24A: | | | | | |

 Poskin--------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31 | Too acid |0.31

 | | | | | |

43B: | | | | | |

 Antigo--------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Too acid |0.08 | Too acid |0.31 | Too acid |0.31

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

43C: | | | | | |

 Antigo--------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Slope |0.37 | Slope |0.37 | Too steep for |1.00

 | Too acid |0.08 | Too acid |0.31 | surface |

 | | | | | application |

 | | | | | Too steep for |0.60

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

43D: | | | | | |

 Antigo--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity | | capacity |

 | capacity | | Slope |1.00 | Too steep for |1.00

 | Too acid |0.08 | Too acid |0.31 | surface |

 | | | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |
444 Soil Survey of

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

48B: | | | | | |

 Brill---------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31 | Too acid |0.31

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

57B: | | | | | |

 Spencer-------------|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 |0.84 | Restricted |0.71 | Restricted |0.71

 | permeability | | permeability | | permeability |

 | Too acid |0.08 | Too acid |0.31 | Too acid |0.31

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

59A: | | | | | |

 Almena--------------|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 |0.84 | Restricted |0.71 | Restricted |0.71

 | permeability | | permeability | | permeability |

 | Too acid |0.08 | Too acid |0.31 | Too acid |0.31

 | | | | | |

63B: | | | | | |

 Crystal Lake--------|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 |0.41 | Too acid |0.31 | Too acid |0.31

 | permeability | | Restricted |0.31 | Restricted |0.31

 | Too acid |0.08 | permeability | | permeability |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

63C: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too steep for |1.00

 | saturated zone | | saturated zone | | surface |

 | Restricted |0.41 | Too acid |0.31 | application |

 | permeability | | Restricted |0.31 | Depth to |1.00

 | Too acid |0.08 | permeability | | saturated zone |

 | Slope |0.04 | Slope |0.04 | Too acid |0.31

 | | | | | Restricted |0.31

 | | | | | permeability |

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |
Taylor County, Wisconsin 445

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

63D: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Too steep for |1.00

 | Depth to |0.86 | Depth to |0.86 | surface |

 | saturated zone | | saturated zone | | application |

 | Restricted |0.41 | Too acid |0.31 | Too steep for |1.00

 | permeability | | Restricted |0.31 | sprinkler |

 | Too acid |0.08 | permeability | | application |

 | | | | | Depth to |0.86

 | | | | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | Restricted |0.31

 | | | | | permeability |

 | | | | | |

63E: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Too steep for |1.00

 | Depth to |0.86 | Depth to |0.86 | surface |

 | saturated zone | | saturated zone | | application |

 | Restricted |0.41 | Too acid |0.31 | Too steep for |1.00

 | permeability | | Restricted |0.31 | sprinkler |

 | Too acid |0.08 | permeability | | application |

 | | | | | Depth to |0.86

 | | | | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | Restricted |0.31

 | | | | | permeability |

 | | | | | |

77A: | | | | | |

 Auburndale----------|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 |0.84 | Restricted |0.71 | Restricted |0.71

 | permeability | | permeability | | permeability |

 | Leaching |0.70 | Too acid |0.31 | Too acid |0.31

 | Too acid |0.08 | | | |

 | | | | | |

182B: | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Too acid |0.08 | Too acid |0.31 | Too acid |0.31

 | | | | | |

182C: | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Slope |0.37 | Slope |0.37 | Too steep for |1.00

 | Too acid |0.08 | Too acid |0.31 | surface |

 | | | | | application |

 | | | | | Too steep for |0.60

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |
446 Soil Survey of

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

182D: | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity | | capacity |

 | capacity | | Slope |1.00 | Too steep for |1.00

 | Too acid |0.08 | Too acid |0.31 | surface |

 | | | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

192A: | | | | | |

 Worcester-----------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31 | Too acid |0.31

 | Droughty |0.04 | Droughty |0.04 | Droughty |0.04

 | | | | | |

193A: | | | | | |

 Minocqua------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | 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

 | Leaching |0.70 | Too acid |0.07 | Too acid |0.07

 | Too acid |0.02 | | | |

 | | | | | |

215B: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to dense |1.00 | Droughty |0.74 | Droughty |0.74

 | layer | | Too acid |0.31 | Too acid |0.31

 | Droughty |0.74 | | | |

 | Too acid |0.08 | | | |

 | | | | | |

215C: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to dense |1.00 | Droughty |0.74 | Too steep for |1.00

 | layer | | Slope |0.37 | surface |

 | Droughty |0.74 | Too acid |0.31 | application |

 | Slope |0.37 | | | Droughty |0.74

 | Too acid |0.08 | | | Too steep for |0.60

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |
Taylor County, Wisconsin 447

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

215D: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity | | capacity |

 | capacity | | Slope |1.00 | Too steep for |1.00

 | Depth to dense |1.00 | Droughty |0.74 | surface |

 | layer | | Too acid |0.31 | application |

 | Droughty |0.74 | | | Too steep for |1.00

 | Too acid |0.08 | | | sprinkler |

 | | | | | application |

 | | | | | Droughty |0.74

 | | | | | Too acid |0.31

 | | | | | |

308B: | | | | | |

 Blackriver----------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31 | Too acid |0.31

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

315A: | | | | | |

 Rib-----------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | 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

 | Leaching |0.70 | Too acid |0.31 | Too acid |0.31

 | Too acid |0.08 | | | |

 | | | | | |

324A: | | | | | |

 Maplehurst----------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31 | Too acid |0.31

 | | | | | |

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 acid |0.08 | Too acid |0.31 | Too acid |0.31

 | | | | | |

345B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to dense |1.00 | Too acid |1.00 | Too acid |1.00

 | layer | | Restricted |0.60 | Restricted |0.60

 | Restricted |0.74 | permeability | | permeability |

 | permeability | | | | Too steep for |0.08

 | Too acid |0.73 | | | surface |

 | | | | | application |

 | | | | | |
448 Soil Survey of

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

345B: | | | | | |

 Sconsin-------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31 | Too acid |0.31

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

346E: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity | | capacity |

 | capacity | | Slope |1.00 | Too steep for |1.00

 | Restricted |1.00 | Restricted |1.00 | surface |

 | permeability | | permeability | | application |

 | Too acid |0.73 | Too acid |1.00 | Too steep for |1.00

 | Too stony |0.50 | Droughty |0.10 | sprinkler |

 | | | | | application |

 | | | | | Restricted |1.00

 | | | | | permeability |

 | | | | | Too acid |1.00

 | | | | | |

 Pence, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity | | capacity |

 | capacity | | Slope |1.00 | Too steep for |1.00

 | Depth to dense |1.00 | Droughty |0.74 | surface |

 | layer | | Too acid |0.31 | application |

 | Droughty |0.74 | | | Too steep for |1.00

 | Too stony |0.50 | | | sprinkler |

 | | | | | application |

 | | | | | Droughty |0.74

 | | | | | Too acid |0.31

 | | | | | |

355B: | | | | | |

 Loyal---------------|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 dense |1.00 | Too acid |0.31 | Too acid |0.31

 | layer | | Restricted |0.31 | Restricted |0.31

 | Restricted |0.41 | permeability | | permeability |

 | permeability | | | | Too steep for |0.08

 | Too acid |0.08 | | | surface |

 | | | | | application |

 | | | | | |

355C: | | | | | |

 Loyal---------------|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 dense |1.00 | Too acid |0.31 | Too steep for |1.00

 | layer | | Restricted |0.31 | surface |

 | Restricted |0.41 | permeability | | application |

 | permeability | | Slope |0.04 | Too acid |0.31

 | Too acid |0.08 | | | Restricted |0.31

 | Slope |0.04 | | | permeability |

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |
Taylor County, Wisconsin 449

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

356A: | | | | | |

 Withee--------------|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 |0.41 | Too acid |0.31 | Too acid |0.31

 | permeability | | Restricted |0.31 | Restricted |0.31

 | Too acid |0.08 | permeability | | permeability |

 | | | | | |

357A: | | | | | |

 Marshfield----------|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

 | Leaching |0.70 | Too acid |0.85 | Too acid |0.85

 | Restricted |0.41 | Restricted |0.31 | Restricted |0.31

 | permeability | | permeability | | permeability |

 | Too acid |0.27 | | | |

 | | | | | |

408A: | | | | | |

 Lupton--------------|Not rated | |Not rated | |Not rated |

 | | | | | |

 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 | Low adsorption |1.00 | Ponding |1.00

 | Leaching |0.90 | Ponding |1.00 | Too acid |0.07

 | Too acid |0.02 | Too acid |0.07 | |

 | | | | | |

414A: | | | | | |

 Loxley--------------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Beseman-------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Low adsorption |1.00 | Too acid |1.00

 | Too acid |0.94 | Too acid |1.00 | Ponding |1.00

 | Leaching |0.90 | Ponding |1.00 | Restricted |0.31

 | | | | | permeability |

 | | | | | |

457B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to dense |1.00 | Too acid |1.00 | Too acid |1.00

 | layer | | Restricted |0.60 | Restricted |0.60

 | Restricted |0.74 | permeability | | permeability |

 | permeability | | | | Too steep for |0.08

 | Too acid |0.73 | | | surface |

 | | | | | application |

 | | | | | |
450 Soil Survey of

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

457B: | | | | | |

 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 |

 | Depth to dense |1.00 | Too acid |0.85 | Too acid |0.85

 | layer | | Restricted |0.60 | Restricted |0.60

 | Restricted |0.74 | permeability | | permeability |

 | permeability | | | | Too steep for |0.08

 | Too acid |0.27 | | | surface |

 | | | | | application |

 | | | | | |

457C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to dense |1.00 | Too acid |1.00 | Too acid |1.00

 | layer | | Restricted |0.60 | Too steep for |1.00

 | Restricted |0.74 | permeability | | surface |

 | permeability | | Slope |0.04 | application |

 | Too acid |0.73 | | | Restricted |0.60

 | | | | | 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 |

 | Depth to dense |1.00 | Too acid |0.85 | Too steep for |1.00

 | layer | | Restricted |0.60 | surface |

 | Restricted |0.74 | permeability | | application |

 | permeability | | Slope |0.04 | Too acid |0.85

 | Too acid |0.27 | | | Restricted |0.60

 | Slope |0.04 | | | permeability |

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

515A: | | | | | |

 Manitowish----------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to dense |1.00 | Depth to |0.86 | Depth to |0.86

 | layer | | saturated zone | | saturated zone |

 | Depth to |0.86 | Droughty |0.63 | Droughty |0.63

 | saturated zone | | Too acid |0.31 | Too acid |0.31

 | Droughty |0.63 | | | |

 | Too acid |0.08 | | | |

 | | | | | |

525B: | | | | | |

 Newood, 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 acid |0.31 | Too acid |0.31

 | Droughty |0.11 | Droughty |0.11 | Droughty |0.11

 | Too acid |0.08 | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |
Taylor County, Wisconsin 451

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

525B: | | | | | |

 Padwood-------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Restricted |0.41 | Too acid |0.31 | Too acid |0.31

 | permeability | | Restricted |0.31 | Restricted |0.31

 | Too acid |0.08 | permeability | | permeability |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

 Tipler--------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |0.86 | Depth to |0.86 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31 | Too acid |0.31

 | Droughty |0.03 | Droughty |0.03 | Droughty |0.03

 | | | | | |

527B: | | | | | |

 Padwood-------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Restricted |0.41 | Too acid |0.31 | Too acid |0.31

 | permeability | | Restricted |0.31 | Restricted |0.31

 | Too acid |0.08 | permeability | | permeability |

 | | | | | |

537D: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity | | capacity |

 | capacity | | Slope |1.00 | Too steep for |1.00

 | Restricted |1.00 | Restricted |1.00 | surface |

 | permeability | | permeability | | application |

 | Too acid |0.73 | Too acid |1.00 | Too steep for |1.00

 | Too stony |0.50 | Droughty |0.10 | sprinkler |

 | | | | | application |

 | | | | | Restricted |1.00

 | | | | | permeability |

 | | | | | Too acid |1.00

 | | | | | |

 Newood, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too steep for |1.00

 | saturated zone | | saturated zone | | surface |

 | Too stony |0.50 | Slope |0.37 | application |

 | Slope |0.37 | Too acid |0.31 | Depth to |1.00

 | Droughty |0.11 | Droughty |0.11 | saturated zone |

 | Too acid |0.08 | | | Too steep for |0.60

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | Droughty |0.11

 | | | | | |
452 Soil Survey of

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

537D: | | | | | |

 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 | Low adsorption |1.00 | Ponding |1.00

 | Leaching |0.90 | Ponding |1.00 | Too acid |0.07

 | Too acid |0.02 | Too acid |0.07 | |

 | | | | | |

545C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to dense |1.00 | Too acid |1.00 | Too acid |1.00

 | layer | | Restricted |0.60 | Too steep for |1.00

 | Restricted |0.74 | permeability | | surface |

 | permeability | | Slope |0.37 | application |

 | Too acid |0.73 | | | Too steep for |0.60

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

 Antigo--------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Slope |0.37 | Slope |0.37 | Too steep for |1.00

 | Too acid |0.08 | Too acid |0.31 | surface |

 | | | | | application |

 | | | | | Too steep for |0.60

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

555A: | | | | | |

 Fordum--------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Runoff |0.40 | | | |

 | | | | | |

560A: | | | | | |

 Worwood-------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.73 | Too acid |1.00 | Too acid |1.00

 | Restricted |0.41 | Restricted |0.31 | Restricted |0.31

 | permeability | | permeability | | permeability |

 | | | | | |
Taylor County, Wisconsin 453

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

571E: | | | | | |

 Pelissier-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity | | capacity |

 | capacity | | Slope |1.00 | Too steep for |1.00

 | Depth to dense |1.00 | Too acid |1.00 | surface |

 | layer | | Droughty |0.83 | application |

 | Droughty |0.83 | | | Too steep for |1.00

 | Too acid |0.73 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | Droughty |0.83

 | | | | | |

612A: | | | | | |

 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 |

 | Depth to dense |1.00 | Too acid |0.85 | Too acid |0.85

 | layer | | Restricted |0.60 | Restricted |0.60

 | Restricted |0.74 | permeability | | permeability |

 | permeability | | | | |

 | Too stony |0.50 | | | |

 | Too acid |0.27 | | | |

 | | | | | |

 Ossmer--------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31 | Too acid |0.31

 | | | | | |

623A: | | | | | |

 Capitola, 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 |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Leaching |0.70 | Depth to dense |0.46 | Too acid |0.31

 | Too stony |0.50 | material | | Droughty |0.01

 | Depth to dense |0.46 | Too acid |0.31 | Filtering |0.01

 | material | | Droughty |0.01 | capacity |

 | | | | | |

624A: | | | | | |

 Ossmer--------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31 | Too acid |0.31

 | | | | | |

632B: | | | | | |

 Aftad---------------|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 |0.41 | Too acid |0.31 | Too acid |0.31

 | permeability | | Restricted |0.30 | Restricted |0.30

 | Too acid |0.08 | permeability | | permeability |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |
454 Soil Survey of

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

637B: | | | | | |

 Newood, 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 acid |0.31 | Too acid |0.31

 | Droughty |0.11 | Droughty |0.11 | Droughty |0.11

 | Too acid |0.08 | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

637C: | | | | | |

 Newood, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too steep for |1.00

 | saturated zone | | saturated zone | | surface |

 | Too stony |0.50 | Slope |0.37 | application |

 | Slope |0.37 | Too acid |0.31 | Depth to |1.00

 | Droughty |0.11 | Droughty |0.11 | saturated zone |

 | Too acid |0.08 | | | Too steep for |0.60

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | Droughty |0.11

 | | | | | |

642B: | | | | | |

 Pesabic, very stony |Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.73 | Too acid |1.00 | Too acid |1.00

 | Too stony |0.50 | Depth to dense |0.06 | Droughty |0.01

 | Depth to dense |0.06 | material | | |

 | material | | Droughty |0.01 | |

 | | | | | |

 Capitola, 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 |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Leaching |0.70 | Depth to dense |0.46 | Too acid |0.31

 | Too stony |0.50 | material | | Droughty |0.01

 | Depth to dense |0.46 | Too acid |0.31 | Filtering |0.01

 | material | | Droughty |0.01 | capacity |

 | | | | | |

 Newood, 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 acid |0.31 | Too acid |0.31

 | Droughty |0.11 | Droughty |0.11 | Droughty |0.11

 | Too acid |0.08 | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |
Taylor County, Wisconsin 455

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

648B: | | | | | |

 Sconsin-------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31 | Too acid |0.31

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

683A: | | | | | |

 Tipler--------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |0.86 | Depth to |0.86 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31 | Too acid |0.31

 | Droughty |0.03 | Droughty |0.03 | Droughty |0.03

 | | | | | |

737D: | | | | | |

 Santiago, very stony|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Too steep for |1.00

 | Depth to dense |1.00 | Too acid |0.31 | surface |

 | layer | | | | application |

 | Too stony |0.50 | | | Too steep for |1.00

 | Too acid |0.08 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

748A: | | | | | |

 Brander-------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31 | Too acid |0.31

 | | | | | |

755A: | | | | | |

 Moppet--------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |0.86 | Flooding |1.00 | Too acid |1.00

 | saturated zone | | Too acid |1.00 | Depth to |0.86

 | Too acid |0.62 | Depth to |0.86 | saturated zone |

 | Flooding |0.60 | saturated zone | | Flooding |0.60

 | | | | | |

 Fordum--------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Runoff |0.40 | | | |

 | | | | | |
456 Soil Survey of

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

757B: | | | | | |

 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 |

 | Depth to dense |1.00 | Too acid |0.85 | Too acid |0.85

 | layer | | Restricted |0.60 | Restricted |0.60

 | Restricted |0.74 | permeability | | permeability |

 | permeability | | | | |

 | Too stony |0.50 | | | |

 | Too acid |0.27 | | | |

 | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to dense |1.00 | Too acid |1.00 | Too acid |1.00

 | layer | | Restricted |0.60 | Restricted |0.60

 | Restricted |0.74 | permeability | | permeability |

 | permeability | | | | Too steep for |0.08

 | Too acid |0.73 | | | surface |

 | | | | | application |

 | | | | | |

 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 |

 | Depth to dense |1.00 | Too acid |0.85 | Too acid |0.85

 | layer | | Restricted |0.60 | Restricted |0.60

 | Restricted |0.74 | permeability | | permeability |

 | permeability | | | | |

 | Too acid |0.27 | | | |

 | | | | | |

 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 |

 | Depth to dense |1.00 | Too acid |0.85 | Too acid |0.85

 | layer | | Restricted |0.60 | Restricted |0.60

 | Restricted |0.74 | permeability | | permeability |

 | permeability | | | | Too steep for |0.08

 | Too acid |0.27 | | | surface |

 | | | | | application |

 | | | | | |

766A: | | | | | |

 Moppet--------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |0.86 | Flooding |1.00 | Too acid |1.00

 | saturated zone | | Too acid |1.00 | Depth to |0.86

 | Too acid |0.62 | Depth to |0.86 | saturated zone |

 | Flooding |0.60 | saturated zone | | Flooding |0.60

 | | | | | |

822A: | | | | | |

 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 |

 | Restricted |0.41 | Too acid |0.31 | Too acid |0.31

 | permeability | | Restricted |0.31 | Restricted |0.31

 | Too acid |0.08 | permeability | | permeability |

 | | | | | |
Taylor County, Wisconsin 457

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

822A: | | | | | |

 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 |

 | Depth to dense |1.00 | Too acid |0.85 | Too acid |0.85

 | layer | | Restricted |0.60 | Restricted |0.60

 | Restricted |0.74 | permeability | | permeability |

 | permeability | | | | |

 | Too stony |0.50 | | | |

 | Too acid |0.27 | | | |

 | | | | | |

 Ossmer--------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31 | Too acid |0.31

 | | | | | |

837E: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity | | capacity |

 | capacity | | Slope |1.00 | Too steep for |1.00

 | Restricted |1.00 | Restricted |1.00 | surface |

 | permeability | | permeability | | application |

 | Too acid |0.73 | Too acid |1.00 | Too steep for |1.00

 | Too stony |0.50 | Droughty |0.10 | sprinkler |

 | | | | | application |

 | | | | | Restricted |1.00

 | | | | | permeability |

 | | | | | Too acid |1.00

 | | | | | |

848A: | | | | | |

 Ribriver------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31 | Too acid |0.31

 | | | | | |

863B: | | | | | |

 Crystal Lake--------|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 |0.41 | Too acid |0.31 | Too acid |0.31

 | permeability | | Restricted |0.31 | Restricted |0.31

 | Too acid |0.08 | permeability | | permeability |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |
458 Soil Survey of

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

863B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to dense |1.00 | Too acid |1.00 | Too acid |1.00

 | layer | | Restricted |0.60 | Restricted |0.60

 | Restricted |0.74 | permeability | | permeability |

 | permeability | | | | Too steep for |0.08

 | Too acid |0.73 | | | surface |

 | | | | | application |

 | | | | | |

 Sconsin-------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31 | Too acid |0.31

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

923A: | | | | | |

 Capitola, 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 |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Leaching |0.70 | Depth to dense |0.46 | Too acid |0.31

 | Too stony |0.50 | material | | Droughty |0.01

 | Depth to dense |0.46 | Too acid |0.31 | Filtering |0.01

 | material | | Droughty |0.01 | capacity |

 | | | | | |

 Cebana, 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 |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Leaching |0.70 | Too acid |0.07 | Too acid |0.07

 | Too stony |0.50 | | | |

 | Too acid |0.02 | | | |

 | | | | | |

956B: | | | | | |

 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 |

 | Depth to dense |1.00 | Too acid |0.85 | Too acid |0.85

 | layer | | Restricted |0.60 | Restricted |0.60

 | Restricted |0.74 | permeability | | permeability |

 | permeability | | | | |

 | Too stony |0.50 | | | |

 | Too acid |0.27 | | | |

 | | | | | |
Taylor County, Wisconsin 459

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

957B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to dense |1.00 | Too acid |1.00 | Too acid |1.00

 | layer | | Restricted |0.60 | Restricted |0.60

 | Restricted |0.74 | permeability | | permeability |

 | permeability | | | | Too steep for |0.08

 | Too acid |0.73 | | | surface |

 | | | | | application |

 | | | | | |

957C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to dense |1.00 | Too acid |1.00 | Too acid |1.00

 | layer | | Restricted |0.60 | Too steep for |1.00

 | Restricted |0.74 | permeability | | surface |

 | permeability | | Slope |0.37 | application |

 | Too acid |0.73 | | | Too steep for |0.60

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

2015: | | | | | |

 Pits----------------|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

 | Leaching |0.70 | Too acid |0.31 | Too acid |0.31

 | Restricted |0.41 | Restricted |0.31 | Restricted |0.31

 | permeability | | permeability | | permeability |

 | Too acid |0.08 | | | |

 | | | | | |

3456A: | | | | | |

 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 |

 | Depth to dense |1.00 | Too acid |0.85 | Too acid |0.85

 | layer | | Restricted |0.60 | Restricted |0.60

 | Restricted |0.74 | permeability | | permeability |

 | permeability | | | | |

 | Too stony |0.50 | | | |

 | Too acid |0.27 | | | |

 | | | | | |

 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 |

 | Depth to dense |1.00 | Too acid |0.85 | Too acid |0.85

 | layer | | Restricted |0.60 | Restricted |0.60

 | Restricted |0.74 | permeability | | permeability |

 | permeability | | | | |

 | Too acid |0.27 | | | |

 | | | | | |
460 Soil Survey of

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3525C: | | | | | |

 Newood, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too steep for |1.00

 | saturated zone | | saturated zone | | surface |

 | Too stony |0.50 | Slope |0.37 | application |

 | Slope |0.37 | Too acid |0.31 | Depth to |1.00

 | Droughty |0.11 | Droughty |0.11 | saturated zone |

 | Too acid |0.08 | | | Too steep for |0.60

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | Droughty |0.11

 | | | | | |

 Padwood-------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Too steep for |1.00

 | saturated zone | | saturated zone | | surface |

 | Restricted |0.41 | Slope |0.37 | application |

 | permeability | | Too acid |0.31 | Depth to |1.00

 | Slope |0.37 | Restricted |0.31 | saturated zone |

 | Too acid |0.08 | permeability | | Too steep for |0.60

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Slope |0.37 | Slope |0.37 | Too steep for |1.00

 | Too acid |0.08 | Too acid |0.31 | surface |

 | | | | | application |

 | | | | | Too steep for |0.60

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

3546C: | | | | | |

 Newood, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too steep for |1.00

 | saturated zone | | saturated zone | | surface |

 | Too stony |0.50 | Slope |0.37 | application |

 | Slope |0.37 | Too acid |0.31 | Depth to |1.00

 | Droughty |0.11 | Droughty |0.11 | saturated zone |

 | Too acid |0.08 | | | Too steep for |0.60

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | Droughty |0.11

 | | | | | |

 Pence, very stony---|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to dense |1.00 | Droughty |0.74 | Too steep for |1.00

 | layer | | Slope |0.37 | surface |

 | Droughty |0.74 | Too acid |0.31 | application |

 | Too stony |0.50 | | | Droughty |0.74

 | Slope |0.37 | | | Too steep for |0.60

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |
Taylor County, Wisconsin 461

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3556C: | | | | | |

 Newood, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too steep for |1.00

 | saturated zone | | saturated zone | | surface |

 | Too stony |0.50 | Slope |0.37 | application |

 | Slope |0.37 | Too acid |0.31 | Depth to |1.00

 | Droughty |0.11 | Droughty |0.11 | saturated zone |

 | Too acid |0.08 | | | Too steep for |0.60

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | Droughty |0.11

 | | | | | |

 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 |

 | Depth to dense |1.00 | Too acid |0.85 | Too acid |0.85

 | layer | | Restricted |0.60 | Restricted |0.60

 | Restricted |0.74 | permeability | | permeability |

 | permeability | | | | |

 | Too stony |0.50 | | | |

 | Too acid |0.27 | | | |

 | | | | | |

 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 | Low adsorption |1.00 | Ponding |1.00

 | Leaching |0.90 | Ponding |1.00 | Too acid |0.07

 | Too acid |0.02 | Too acid |0.07 | |

 | | | | | |

3561A: | | | | | |

 Pesabic, very stony |Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.73 | Too acid |1.00 | Too acid |1.00

 | Too stony |0.50 | | | |

 | | | | | |

 Worwood-------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.73 | Too acid |1.00 | Too acid |1.00

 | Restricted |0.41 | Restricted |0.31 | Restricted |0.31

 | permeability | | permeability | | permeability |

 | | | | | |

 Worcester-----------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31 | Too acid |0.31

 | Droughty |0.04 | Droughty |0.04 | Droughty |0.04

 | | | | | |
462 Soil Survey of

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3569C: | | | | | |

 Newood, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too steep for |1.00

 | saturated zone | | saturated zone | | surface |

 | Too stony |0.50 | Too acid |0.31 | application |

 | Droughty |0.11 | Droughty |0.11 | Depth to |1.00

 | Too acid |0.08 | Slope |0.04 | saturated zone |

 | Slope |0.04 | | | Too acid |0.31

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Droughty |0.11

 | | | | | |

 Pesabic, very stony |Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.73 | Too acid |1.00 | Too acid |1.00

 | Too stony |0.50 | | | |

 | | | | | |

 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 | Low adsorption |1.00 | Ponding |1.00

 | Leaching |0.90 | Ponding |1.00 | Too acid |0.07

 | Too acid |0.02 | Too acid |0.07 | |

 | | | | | |

3666B: | | | | | |

 Pesabic, very stony |Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.73 | Too acid |1.00 | Too acid |1.00

 | Too stony |0.50 | | | |

 | | | | | |

3863C: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too steep for |1.00

 | saturated zone | | saturated zone | | surface |

 | Restricted |0.41 | Slope |0.37 | application |

 | permeability | | Too acid |0.31 | Depth to |1.00

 | Slope |0.37 | Restricted |0.31 | saturated zone |

 | Too acid |0.08 | permeability | | Too steep for |0.60

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | Restricted |0.31

 | | | | | permeability |

 | | | | | |
Taylor County, Wisconsin 463

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3863C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to dense |1.00 | Too acid |1.00 | Too acid |1.00

 | layer | | Restricted |0.60 | Too steep for |1.00

 | Restricted |0.74 | permeability | | surface |

 | permeability | | Slope |0.37 | application |

 | Too acid |0.73 | | | Too steep for |0.60

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

 Antigo--------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Slope |0.37 | Slope |0.37 | Too steep for |1.00

 | Too acid |0.08 | Too acid |0.31 | surface |

 | | | | | application |

 | | | | | Too steep for |0.60

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

9052A: | | | | | |

 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 | Low adsorption |1.00 | Ponding |1.00

 | Leaching |0.90 | Ponding |1.00 | Too acid |0.07

 | Too acid |0.02 | Too acid |0.07 | |

 | | | | | |

 Capitola, 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 |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Leaching |0.70 | Depth to dense |0.46 | Too acid |0.31

 | Too stony |0.50 | material | | Droughty |0.01

 | Depth to dense |0.46 | Too acid |0.31 | Filtering |0.01

 | material | | Droughty |0.01 | capacity |

 | | | | | |

 Lupton--------------|Not rated | |Not rated | |Not rated |

 | | | | | |

9055A: | | | | | |

 Loxley--------------|Not rated | |Not rated | |Not rated |

 | | | | | |

9060D: | | | | | |

 Pelissier-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity | | capacity |

 | capacity | | Slope |1.00 | Too steep for |1.00

 | Depth to dense |1.00 | Too acid |1.00 | surface |

 | layer | | Droughty |0.83 | application |

 | Droughty |0.83 | | | Too steep for |1.00

 | Too acid |0.73 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | Droughty |0.83

 | | | | | |
464 Soil Survey of

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

9071B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to dense |1.00 | Too acid |1.00 | Too acid |1.00

 | layer | | Restricted |0.60 | Too steep for |1.00

 | Restricted |0.74 | permeability | | surface |

 | permeability | | | | application |

 | Too acid |0.73 | | | Restricted |0.60

 | | | | | permeability |

 | | | | | |

9077C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to dense |1.00 | Too acid |1.00 | Too steep for |1.00

 | layer | | Slope |1.00 | surface |

 | Slope |1.00 | Restricted |0.60 | application |

 | Restricted |0.74 | permeability | | Too acid |1.00

 | permeability | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

9078A: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to dense |1.00 | Too acid |1.00 | Too acid |1.00

 | layer | | Restricted |0.60 | Restricted |0.60

 | Restricted |0.74 | permeability | | permeability |

 | permeability | | | | |

 | Too acid |0.73 | | | |

 | | | | | |

 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 |

 | Depth to dense |1.00 | Too acid |0.85 | Too acid |0.85

 | layer | | Restricted |0.60 | Restricted |0.60

 | Restricted |0.74 | permeability | | permeability |

 | permeability | | | | |

 | Too stony |0.50 | | | |

 | Too acid |0.27 | | | |

 | | | | | |

 Ossmer--------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31 | Too acid |0.31

 | | | | | |
Taylor County, Wisconsin 465

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

9081C: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Restricted |1.00 | Restricted |1.00 | Too steep for |1.00

 | permeability | | permeability | | surface |

 | Slope |1.00 | Too acid |1.00 | application |

 | Too acid |0.73 | Slope |1.00 | Restricted |1.00

 | Too stony |0.50 | Droughty |0.10 | permeability |

 | | | | | Too acid |1.00

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

9082B: | | | | | |

 Newood, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too steep for |1.00

 | saturated zone | | saturated zone | | surface |

 | Too stony |0.50 | Too acid |0.31 | application |

 | Droughty |0.11 | Droughty |0.11 | Depth to |1.00

 | Too acid |0.08 | | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | Droughty |0.11

 | | | | | Too steep for |0.10

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

9083A: | | | | | |

 Crystal Lake--------|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 |0.41 | Too acid |0.31 | Too acid |0.31

 | permeability | | Restricted |0.31 | Restricted |0.31

 | Too acid |0.08 | permeability | | permeability |

 | | | | | |

9083B: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too steep for |1.00

 | saturated zone | | saturated zone | | surface |

 | Restricted |0.41 | Too acid |0.31 | application |

 | permeability | | Restricted |0.31 | Depth to |1.00

 | Too acid |0.08 | permeability | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | Restricted |0.31

 | | | | | permeability |

 | | | | | Too steep for |0.10

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

9086A: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to dense |1.00 | Too acid |1.00 | Too acid |1.00

 | layer | | Restricted |0.60 | Restricted |0.60

 | Restricted |0.74 | permeability | | permeability |

 | permeability | | | | |

 | Too acid |0.73 | | | |

 | | | | | |
466 Soil Survey of

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

9087C: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Too steep for |1.00

 | Depth to |1.00 | Depth to |1.00 | surface |

 | saturated zone | | saturated zone | | application |

 | Restricted |0.41 | Too acid |0.31 | Too steep for |1.00

 | permeability | | Restricted |0.31 | sprinkler |

 | Too acid |0.08 | permeability | | application |

 | | | | | Depth to |1.00

 | | | | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | Restricted |0.31

 | | | | | permeability |

 | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to dense |1.00 | Too acid |1.00 | Too steep for |1.00

 | layer | | Slope |0.84 | surface |

 | Slope |0.84 | Restricted |0.60 | application |

 | Restricted |0.74 | permeability | | Too acid |1.00

 | permeability | | | | Too steep for |0.90

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Restricted |1.00 | Restricted |1.00 | Too steep for |1.00

 | permeability | | permeability | | surface |

 | Slope |1.00 | Too acid |1.00 | application |

 | Too acid |0.73 | Slope |1.00 | Restricted |1.00

 | Too stony |0.50 | Droughty |0.10 | permeability |

 | | | | | Too acid |1.00

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

9088A: | | | | | |

 Newood, 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 acid |0.31 | Too acid |0.31

 | Droughty |0.11 | Droughty |0.11 | Droughty |0.11

 | Too acid |0.08 | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

 Capitola, 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 |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Leaching |0.70 | Depth to dense |0.46 | Too acid |0.31

 | Too stony |0.50 | material | | Droughty |0.01

 | Depth to dense |0.46 | Too acid |0.31 | Filtering |0.01

 | material | | Droughty |0.01 | capacity |

 | | | | | |
Taylor County, Wisconsin 467

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

9089B: | | | | | |

 Newood, 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 acid |0.31 | Too steep for |0.68

 | Droughty |0.11 | Droughty |0.11 | surface |

 | Too acid |0.08 | | | application |

 | | | | | Too acid |0.31

 | | | | | Droughty |0.11

 | | | | | |

 Lupton--------------|Not rated | |Not rated | |Not rated |

 | | | | | |

9090C: | | | | | |

 Newood, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too steep for |1.00

 | saturated zone | | saturated zone | | surface |

 | Too stony |0.50 | Too acid |0.31 | application |

 | Droughty |0.11 | Droughty |0.11 | Depth to |1.00

 | Too acid |0.08 | | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | Droughty |0.11

 | | | | | Too steep for |0.10

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity | | capacity |

 | capacity | | Slope |1.00 | Too steep for |1.00

 | Restricted |1.00 | Restricted |1.00 | surface |

 | permeability | | permeability | | application |

 | Too acid |0.73 | Too acid |1.00 | Too steep for |1.00

 | Too stony |0.50 | Droughty |0.10 | sprinkler |

 | | | | | application |

 | | | | | Restricted |1.00

 | | | | | permeability |

 | | | | | Too acid |1.00

 | | | | | |

 Lupton--------------|Not rated | |Not rated | |Not rated |

 | | | | | |

9092D: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity | | capacity |

 | capacity | | Slope |1.00 | Too steep for |1.00

 | Restricted |1.00 | Restricted |1.00 | surface |

 | permeability | | permeability | | application |

 | Too acid |0.73 | Too acid |1.00 | Too steep for |1.00

 | Too stony |0.50 | Droughty |0.10 | sprinkler |

 | | | | | application |

 | | | | | Restricted |1.00

 | | | | | permeability |

 | | | | | Too acid |1.00

 | | | | | |
468 Soil Survey of

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

9093C: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Slope |1.00 | Slope |1.00 | Too steep for |1.00

 | Depth to dense |1.00 | Droughty |0.74 | surface |

 | layer | | Too acid |0.31 | application |

 | Droughty |0.74 | | | Too steep for |1.00

 | Too acid |0.08 | | | sprinkler |

 | | | | | application |

 | | | | | Droughty |0.74

 | | | | | Too acid |0.31

 | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Slope |1.00 | Slope |1.00 | Too steep for |1.00

 | Too acid |0.08 | Too acid |0.31 | surface |

 | | | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

9096C: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity | | capacity |

 | capacity | | Slope |1.00 | Too steep for |1.00

 | Restricted |1.00 | Restricted |1.00 | surface |

 | permeability | | permeability | | application |

 | Too acid |0.73 | Too acid |1.00 | Too steep for |1.00

 | Too stony |0.50 | Droughty |0.10 | sprinkler |

 | | | | | application |

 | | | | | Restricted |1.00

 | | | | | permeability |

 | | | | | Too acid |1.00

 | | | | | |

 Pesabic, very stony |Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.73 | Too acid |1.00 | Too acid |1.00

 | Too stony |0.50 | | | |

 | | | | | |

 Lupton--------------|Not rated | |Not rated | |Not rated |

 | | | | | |

9097B: | | | | | |

 Newood, very stony--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too steep for |1.00

 | saturated zone | | saturated zone | | surface |

 | Too stony |0.50 | Too acid |0.31 | application |

 | Droughty |0.11 | Droughty |0.11 | Depth to |1.00

 | Too acid |0.08 | | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | Droughty |0.11

 | | | | | Too steep for |0.10

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |
Taylor County, Wisconsin 469

Table 21a.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Application of | Application | Disposal of

 and soil name | manure and food- | of sewage sludge | wastewater

 | processing waste | | by irrigation _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

9097B: | | | | | |

 Padus, very stony---|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Too stony |0.50 | Too acid |0.31 | Too steep for |1.00

 | Too acid |0.08 | | | surface |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | Too steep for |0.10

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

9098A: | | | | | |

 Oesterle------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.73 | Too acid |1.00 | Too acid |1.00

 | | | | | |

9099B: | | | | | |

 Antigo--------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Too acid |0.73 | Too acid |1.00 | Too acid |1.00

 | | | | | Too steep for |1.00

 | | | | | surface |

 | | | | | application |

 | | | | | Too steep for |0.10

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

9197C: | | | | | |

 Pelissier-----------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Slope |1.00 | Too acid |1.00 | Too steep for |1.00

 | Too acid |0.73 | Slope |1.00 | surface |

 | Droughty |0.70 | Droughty |0.70 | application |

 | Leaching |0.45 | | | Too acid |1.00

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Droughty |0.70

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
470 Soil Survey of

Table 21b.--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 | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

22A: | | | | | |

 Comstock------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Depth to |1.00 | Too acid |0.31

 | Too acid |0.31 | saturated zone | | Restricted |0.21

 | | | | | permeability |

 | | | | | |

24A: | | | | | |

 Poskin--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Filtering |1.00

 | Depth to |1.00 | saturated zone | | capacity |

 | saturated zone | | Restricted |1.00 | Depth to |1.00

 | Too acid |0.31 | permeability | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | |

43B: | | | | | |

 Antigo--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Too acid |0.31 | permeability | | capacity |

 | | | | | Too acid |0.31

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

43C: | | | | | |

 Antigo--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Too steep for |0.94 | permeability | | capacity |

 | surface | | Slope |1.00 | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.31 | | | application |

 | | | | | Too steep for |0.94

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

43D: | | | | | |

 Antigo--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too steep for |1.00 | Restricted |1.00 | capacity |

 | surface | | permeability | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.31 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |
Taylor County, Wisconsin 471

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

48B: | | | | | |

 Brill---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | | | Depth to |1.00

 | Too acid |0.31 | | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

57B: | | | | | |

 Spencer-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | | | Restricted |0.53

 | Too acid |0.31 | | | permeability |

 | | | | | Too acid |0.31

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

59A: | | | | | |

 Almena--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | | | Restricted |0.53

 | Too acid |0.31 | | | permeability |

 | | | | | Too acid |0.31

 | | | | | |

63B: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Depth to |1.00 | Too acid |0.31

 | Too acid |0.31 | saturated zone | | Restricted |0.21

 | | | | | permeability |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

63C: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | Depth to |1.00 | permeability | | surface |

 | saturated zone | | Depth to |1.00 | application |

 | Too steep for |0.50 | saturated zone | | Depth to |1.00

 | surface | | Slope |1.00 | saturated zone |

 | application | | | | Too steep for |0.50

 | Too acid |0.31 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | Restricted |0.21

 | | | | | permeability |

 | | | | | |
472 Soil Survey of

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

63D: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Too steep for |1.00

 | Too steep for |1.00 | Restricted |1.00 | surface |

 | surface | | permeability | | application |

 | application | | Depth to |1.00 | Too steep for |1.00

 | Depth to |0.86 | saturated zone | | sprinkler |

 | saturated zone | | | | application |

 | Too acid |0.31 | | | Depth to |0.86

 | | | | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | Restricted |0.21

 | | | | | permeability |

 | | | | | |

63E: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Too steep for |1.00

 | Too steep for |1.00 | Restricted |1.00 | surface |

 | surface | | permeability | | application |

 | application | | Depth to |1.00 | Too steep for |1.00

 | Depth to |0.86 | saturated zone | | sprinkler |

 | saturated zone | | | | application |

 | Too acid |0.31 | | | Depth to |0.86

 | | | | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | Restricted |0.21

 | | | | | permeability |

 | | | | | |

77A: | | | | | |

 Auburndale----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Ponding |1.00 | Ponding |1.00

 | Ponding |1.00 | | | Restricted |0.53

 | Too acid |0.31 | | | permeability |

 | | | | | Too acid |0.31

 | | | | | |

182B: | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Too acid |0.31 | permeability | | capacity |

 | | | | | Too acid |0.31

 | | | | | |

182C: | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Too steep for |0.94 | permeability | | capacity |

 | surface | | Slope |1.00 | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.31 | | | application |

 | | | | | Too steep for |0.94

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |
Taylor County, Wisconsin 473

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

182D: | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too steep for |1.00 | Restricted |1.00 | capacity |

 | surface | | permeability | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.31 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

192A: | | | | | |

 Worcester-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Filtering |1.00

 | Depth to |1.00 | saturated zone | | capacity |

 | saturated zone | | Restricted |1.00 | Depth to |1.00

 | Too acid |0.31 | permeability | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | |

193A: | | | | | |

 Minocqua------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Filtering |1.00

 | Depth to |1.00 | saturated zone | | capacity |

 | saturated zone | | Restricted |1.00 | Depth to |1.00

 | Ponding |1.00 | permeability | | saturated zone |

 | Too acid |0.07 | Ponding |1.00 | Ponding |1.00

 | | | | | Too acid |0.07

 | | | | | |

215B: | | | | | |

 Pence---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Restricted |0.61 | Filtering |1.00

 | Too acid |0.31 | permeability | | capacity |

 | | | | | Too acid |0.31

 | | | | | |

215C: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too steep for |0.94 | Restricted |0.61 | capacity |

 | surface | | permeability | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.31 | | | application |

 | | | | | Too steep for |0.94

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

215D: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too steep for |1.00 | Restricted |0.61 | capacity |

 | surface | | permeability | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.31 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |
474 Soil Survey of

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

308B: | | | | | |

 Blackriver----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | | | Depth to |1.00

 | Too acid |0.31 | | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

315A: | | | | | |

 Rib-----------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Filtering |1.00

 | Depth to |1.00 | saturated zone | | capacity |

 | saturated zone | | Restricted |1.00 | Depth to |1.00

 | Ponding |1.00 | permeability | | saturated zone |

 | Too acid |0.31 | Ponding |1.00 | Ponding |1.00

 | | | | | Too acid |0.31

 | | | | | |

324A: | | | | | |

 Maplehurst----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Filtering |1.00

 | Depth to |1.00 | saturated zone | | capacity |

 | saturated zone | | Restricted |1.00 | Depth to |1.00

 | Too acid |0.31 | permeability | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | |

337A: | | | | | |

 Plover--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Depth to |1.00

 | Depth to |1.00 | saturated zone | | saturated zone |

 | saturated zone | | Restricted |1.00 | Too acid |0.31

 | Too acid |0.31 | permeability | | |

 | | | | | |

345B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | Too acid |0.03 | Depth to |1.00

 | Too acid |1.00 | | | saturated zone |

 | | | | | Too acid |1.00

 | | | | | Restricted |0.43

 | | | | | permeability |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

 Sconsin-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | | | Depth to |1.00

 | Too acid |0.31 | | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |
Taylor County, Wisconsin 475

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

346E: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too steep for |1.00 | Restricted |1.00 | capacity |

 | surface | | permeability | | Too steep for |1.00

 | application | | Too acid |0.14 | surface |

 | Too acid |1.00 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | Restricted |0.96

 | | | | | permeability |

 | | | | | |

 Pence, very stony---|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too steep for |1.00 | Restricted |0.61 | capacity |

 | surface | | permeability | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.31 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

355B: | | | | | |

 Loyal---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | | | Too acid |0.31

 | Too acid |0.31 | | | Restricted |0.21

 | | | | | permeability |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

355C: | | | | | |

 Loyal---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Slope |1.00 | Too steep for |1.00

 | Too steep for |0.50 | | | surface |

 | surface | | | | application |

 | application | | | | Too steep for |0.50

 | Too acid |0.31 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | Restricted |0.21

 | | | | | permeability |

 | | | | | |

356A: | | | | | |

 Withee--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | | | Too acid |0.31

 | Too acid |0.31 | | | Restricted |0.21

 | | | | | permeability |

 | | | | | |
476 Soil Survey of

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

357A: | | | | | |

 Marshfield----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Ponding |1.00 | Ponding |1.00

 | Ponding |1.00 | Too acid |0.03 | Too acid |0.85

 | Too acid |0.85 | | | Restricted |0.21

 | | | | | permeability |

 | | | | | |

408A: | | | | | |

 Lupton--------------|Not rated | |Very limited | |Not rated |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Restricted |0.69 | |

 | | | permeability | | |

 | | | | | |

 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 |

 | Seepage |1.00 | Restricted |1.00 | Ponding |1.00

 | Too level |1.00 | permeability | | Too acid |0.07

 | Ponding |1.00 | Ponding |1.00 | |

 | Too acid |0.07 | | | |

 | | | | | |

414A: | | | | | |

 Loxley--------------|Not rated | |Very limited | |Not rated |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Too acid |0.77 | |

 | | | Restricted |0.69 | |

 | | | permeability | | |

 | | | | | |

 Beseman-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | Depth to |1.00 | Depth to |1.00

 | Too acid |1.00 | saturated zone | | saturated zone |

 | Too level |1.00 | Ponding |1.00 | Too acid |1.00

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | Restricted |0.21

 | | | | | permeability |

 | | | | | |

457B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | Too acid |0.03 | Depth to |1.00

 | Too acid |1.00 | | | saturated zone |

 | | | | | Too acid |1.00

 | | | | | Restricted |0.43

 | | | | | permeability |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |
Taylor County, Wisconsin 477

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

457B: | | | | | |

 Freeon--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Too acid |0.03 | Too acid |0.85

 | Too acid |0.85 | | | Restricted |0.43

 | | | | | permeability |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

457C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | Slope |1.00 | Depth to |1.00

 | Too acid |1.00 | Too acid |0.03 | saturated zone |

 | Too steep for |0.50 | | | Too acid |1.00

 | surface | | | | Too steep for |1.00

 | application | | | | surface |

 | | | | | application |

 | | | | | Too steep for |0.50

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

 Freeon--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Slope |1.00 | Too steep for |1.00

 | Too acid |0.85 | Too acid |0.03 | surface |

 | Too steep for |0.50 | | | application |

 | surface | | | | Too acid |0.85

 | application | | | | Too steep for |0.50

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Restricted |0.43

 | | | | | permeability |

 | | | | | |

515A: | | | | | |

 Manitowish----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Filtering |1.00

 | Depth to |0.86 | saturated zone | | capacity |

 | saturated zone | | Restricted |0.61 | Depth to |0.86

 | Too acid |0.31 | permeability | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | |

525B: | | | | | |

 Newood, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Depth to |0.01 | Too acid |0.31

 | Too acid |0.31 | saturated zone | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |
478 Soil Survey of

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

525B: | | | | | |

 Padwood-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | Depth to |0.01 | Depth to |1.00

 | Too acid |0.31 | saturated zone | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | Restricted |0.21

 | | | | | permeability |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

 Tipler--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Filtering |1.00

 | Depth to |0.86 | saturated zone | | capacity |

 | saturated zone | | Restricted |1.00 | Depth to |0.86

 | Too acid |0.31 | permeability | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | |

527B: | | | | | |

 Padwood-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | Depth to |0.01 | Depth to |1.00

 | Too acid |0.31 | saturated zone | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | Restricted |0.21

 | | | | | permeability |

 | | | | | |

537D: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too steep for |1.00 | Restricted |1.00 | capacity |

 | surface | | permeability | | Too steep for |1.00

 | application | | Too acid |0.14 | surface |

 | Too acid |1.00 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | Restricted |0.96

 | | | | | permeability |

 | | | | | |

 Newood, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | Depth to |1.00 | permeability | | surface |

 | saturated zone | | Slope |1.00 | application |

 | Too steep for |0.94 | Depth to |0.01 | Depth to |1.00

 | surface | | saturated zone | | saturated zone |

 | application |0.94 | | | Too steep for |0.94

 | Too acid |0.31 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |
Taylor County, Wisconsin 479

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

537D: | | | | | |

 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 |

 | Seepage |1.00 | Restricted |1.00 | Ponding |1.00

 | Too level |1.00 | permeability | | Too acid |0.07

 | Ponding |1.00 | Ponding |1.00 | |

 | Too acid |0.07 | | | |

 | | | | | |

545C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | Slope |1.00 | Depth to |1.00

 | Too acid |1.00 | Too acid |0.03 | saturated zone |

 | Too steep for |0.94 | | | Too acid |1.00

 | surface | | | | Too steep for |1.00

 | application | | | | surface |

 | | | | | application |

 | | | | | Too steep for |0.94

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

 Antigo--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Too steep for |0.94 | permeability | | capacity |

 | surface | | Slope |1.00 | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.31 | | | application |

 | | | | | Too steep for |0.94

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

555A: | | | | | |

 Fordum--------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Filtering |1.00

 | Seepage |1.00 | Depth to |1.00 | capacity |

 | Depth to |1.00 | saturated zone | | Depth to |1.00

 | saturated zone | | Restricted |1.00 | saturated zone |

 | Ponding |1.00 | permeability | | Flooding |1.00

 | | | Ponding |1.00 | Ponding |1.00

 | | | | | |

560A: | | | | | |

 Worwood-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | | | Depth to |1.00

 | Too acid |1.00 | | | saturated zone |

 | | | | | Too acid |1.00

 | | | | | Restricted |0.21

 | | | | | permeability |

 | | | | | |
480 Soil Survey of

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

571E: | | | | | |

 Pelissier-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too steep for |1.00 | Restricted |0.31 | capacity |

 | surface | | permeability | | Too steep for |1.00

 | application | | Too acid |0.14 | surface |

 | Too acid |1.00 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | |

612A: | | | | | |

 Magnor, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Too acid |0.03 | Too acid |0.85

 | Too acid |0.85 | | | Restricted |0.43

 | | | | | permeability |

 | | | | | |

 Ossmer--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Filtering |1.00

 | Depth to |1.00 | saturated zone | | capacity |

 | saturated zone | | Restricted |1.00 | Depth to |1.00

 | Too acid |0.31 | permeability | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | |

623A: | | | | | |

 Capitola, very stony|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Ponding |1.00 | Ponding |1.00

 | Ponding |1.00 | | | Too acid |0.31

 | Too acid |0.31 | | | Filtering |0.01

 | | | | | capacity |

 | | | | | |

624A: | | | | | |

 Ossmer--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Filtering |1.00

 | Depth to |1.00 | saturated zone | | capacity |

 | saturated zone | | Restricted |1.00 | Depth to |1.00

 | Too acid |0.31 | permeability | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | |

632B: | | | | | |

 Aftad---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Depth to |1.00 | Too acid |0.31

 | Too acid |0.31 | saturated zone | | Restricted |0.21

 | | | | | permeability |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |
Taylor County, Wisconsin 481

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

637B: | | | | | |

 Newood, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Depth to |0.01 | Too acid |0.31

 | Too acid |0.31 | saturated zone | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

637C: | | | | | |

 Newood, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | Depth to |1.00 | permeability | | surface |

 | saturated zone | | Slope |1.00 | application |

 | Too steep for |0.94 | Depth to |0.01 | Depth to |1.00

 | surface | | saturated zone | | saturated zone |

 | application | | | | Too steep for |0.94

 | Too acid |0.31 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

642B: | | | | | |

 Pesabic, very stony |Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | | | Depth to |1.00

 | Too acid |1.00 | | | saturated zone |

 | | | | | Too acid |1.00

 | | | | | |

 Capitola, very stony|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Ponding |1.00 | Ponding |1.00

 | Ponding |1.00 | | | Too acid |0.31

 | Too acid |0.31 | | | Filtering |0.01

 | | | | | capacity |

 | | | | | |

 Newood, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Depth to |0.01 | Too acid |0.31

 | Too acid |0.31 | saturated zone | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

648B: | | | | | |

 Sconsin-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | | | Depth to |1.00

 | Too acid |0.31 | | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |
482 Soil Survey of

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

683A: | | | | | |

 Tipler--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Filtering |1.00

 | Depth to |0.86 | saturated zone | | capacity |

 | saturated zone | | Restricted |1.00 | Depth to |0.86

 | Too acid |0.31 | permeability | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | |

737D: | | | | | |

 Santiago, very stony|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Too steep for |1.00

 | Too steep for |1.00 | Restricted |1.00 | surface |

 | surface | | permeability | | application |

 | application | | | | Too steep for |1.00

 | Too acid |0.31 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

748A: | | | | | |

 Brander-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Filtering |1.00

 | Depth to |1.00 | saturated zone | | capacity |

 | saturated zone | | Restricted |1.00 | Depth to |1.00

 | Too acid |0.31 | permeability | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | |

755A: | | | | | |

 Moppet--------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Depth to |1.00 | Filtering |1.00

 | Seepage |1.00 | saturated zone | | capacity |

 | Too acid |1.00 | Restricted |1.00 | Too acid |1.00

 | Depth to |0.86 | permeability | | Depth to |0.86

 | saturated zone | | Flooding |0.60 | saturated zone |

 | | | Too acid |0.03 | Flooding |0.60

 | | | | | |

 Fordum--------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Filtering |1.00

 | Seepage |1.00 | Depth to |1.00 | capacity |

 | saturated zone |1.00 | saturated zone | | Depth to |1.00

 | Ponding |1.00 | Restricted |1.00 | saturated zone |

 | | | permeability | | Flooding |1.00

 | | | Ponding |1.00 | Ponding |1.00

 | | | | | |

757B: | | | | | |

 Magnor, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Too acid |0.03 | Too acid |0.85

 | Too acid |0.85 | | | Restricted |0.43

 | | | | | permeability |

 | | | | | |
Taylor County, Wisconsin 483

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

757B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | Too acid |0.03 | Depth to |1.00

 | Too acid |1.00 | | | saturated zone |

 | | | | | Too acid |1.00

 | | | | | Restricted |0.43

 | | | | | permeability |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

 Magnor--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Too acid |0.03 | Too acid |0.85

 | Too acid |0.85 | | | Restricted |0.43

 | | | | | permeability |

 | | | | | |

 Freeon--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Too acid |0.03 | Too acid |0.85

 | Too acid |0.85 | | | Restricted |0.43

 | | | | | permeability |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

766A: | | | | | |

 Moppet--------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Depth to |1.00 | Filtering |1.00

 | Seepage |1.00 | saturated zone | | capacity |

 | Too acid |1.00 | Restricted |1.00 | Too acid |1.00

 | Depth to |0.86 | permeability | | Depth to |0.86

 | saturated zone | | Flooding |0.60 | saturated zone |

 | | | Too acid |0.03 | Flooding |0.60

 | | | | | |

822A: | | | | | |

 Comstock------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Depth to |1.00 | Too acid |0.31

 | Too acid |0.31 | saturated zone | | Restricted |0.21

 | | | | | permeability |

 | | | | | |

 Magnor, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Too acid |0.03 | Too acid |0.85

 | Too acid |0.85 | | | Restricted |0.43

 | | | | | permeability |

 | | | | | |

 Ossmer--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Filtering |1.00

 | Depth to |1.00 | saturated zone | | capacity |

 | saturated zone | | Restricted |1.00 | Depth to |1.00

 | Too acid |0.31 | permeability | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | |
484 Soil Survey of

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

837E: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too steep for |1.00 | Restricted |1.00 | capacity |

 | surface | | permeability | | Too steep for |1.00

 | application | | Too acid |0.14 | surface |

 | Too acid |1.00 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | Restricted |0.96

 | | | | | permeability |

 | | | | | |

848A: | | | | | |

 Ribriver------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Filtering |1.00

 | Depth to |1.00 | saturated zone | | capacity |

 | saturated zone | | Restricted |1.00 | Depth to |1.00

 | Too acid |0.31 | permeability | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | |

863B: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Depth to |1.00 | Too acid |0.31

 | Too acid |0.31 | saturated zone | | Restricted |0.21

 | | | | | permeability |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | Too acid |0.03 | Depth to |1.00

 | Too acid |1.00 | | | saturated zone |

 | | | | | Too acid |1.00

 | | | | | Restricted |0.43

 | | | | | permeability |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

 Sconsin-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | | | Depth to |1.00

 | Too acid |0.31 | | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |
Taylor County, Wisconsin 485

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

923A: | | | | | |

 Capitola, very stony|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Ponding |1.00 | Ponding |1.00

 | Ponding |1.00 | | | Too acid |0.31

 | Too acid |0.31 | | | Filtering |0.01

 | | | | | capacity |

 | | | | | |

 Cebana, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Ponding |1.00 | Ponding |1.00

 | Ponding |1.00 | | | Too acid |0.07

 | Too acid |0.07 | | | |

 | | | | | |

956B: | | | | | |

 Magnor, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Too acid |0.03 | Too acid |0.85

 | Too acid |0.85 | | | Restricted |0.43

 | | | | | permeability |

 | | | | | |

957B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | Too acid |0.03 | Depth to |1.00

 | Too acid |1.00 | | | saturated zone |

 | | | | | Too acid |1.00

 | | | | | Restricted |0.43

 | | | | | permeability |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

957C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | Slope |1.00 | Depth to |1.00

 | Too acid |1.00 | Too acid |0.03 | saturated zone |

 | Too steep for |0.94 | | | Too acid |1.00

 | surface | | | | Too steep for |1.00

 | application | | | | surface |

 | | | | | application |

 | | | | | Too steep for |0.94

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

2015: | | | | | |

 Pits----------------|Not rated | |Not rated | |Not rated |

 | | | | | |
486 Soil Survey of

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3011A: | | | | | |

 Barronett-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Depth to |1.00 | Ponding |1.00

 | Ponding |1.00 | saturated zone | | Too acid |0.31

 | Too acid |0.31 | Ponding |1.00 | Restricted |0.21

 | | | | | permeability |

 | | | | | |

3456A: | | | | | |

 Magnor, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Too acid |0.03 | Too acid |0.85

 | Too acid |0.85 | | | Restricted |0.43

 | | | | | permeability |

 | | | | | |

 Magnor--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Too acid |0.03 | Too acid |0.85

 | Too acid |0.85 | | | Restricted |0.43

 | | | | | permeability |

 | | | | | |

3525C: | | | | | |

 Newood, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | Depth to |1.00 | permeability | | surface |

 | saturated zone | | Slope |1.00 | application |

 | Too steep for |0.94 | Depth to |0.01 | Depth to |1.00

 | surface | | saturated zone | | saturated zone |

 | application | | | | Too steep for |0.94

 | Too acid |0.31 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

 Padwood-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | Slope |1.00 | Too steep for |1.00

 | Too steep for |0.94 | Depth to |0.01 | surface |

 | surface | | saturated zone | | application |

 | application | | | | Depth to |1.00

 | Too acid |0.31 | | | saturated zone |

 | | | | | Too steep for |0.94

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Too steep for |0.94 | permeability | | capacity |

 | surface | | Slope |1.00 | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.31 | | | application |

 | | | | | Too steep for |0.94

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |
Taylor County, Wisconsin 487

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3546C: | | | | | |

 Newood, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | Depth to |1.00 | permeability | | surface |

 | saturated zone | | Slope |1.00 | application |

 | Too steep for |0.94 | Depth to |0.01 | Depth to |1.00

 | surface | | saturated zone | | saturated zone |

 | application | | | | Too steep for |0.94

 | Too acid |0.31 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

 Pence, very stony---|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too steep for |0.94 | Restricted |0.61 | capacity |

 | surface | | permeability | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.31 | | | application |

 | | | | | Too steep for |0.94

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

3556C: | | | | | |

 Newood, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | Depth to |1.00 | permeability | | surface |

 | saturated zone | | Slope |1.00 | application |

 | Too steep for |0.94 | Depth to |0.01 | Depth to |1.00

 | surface | | saturated zone | | saturated zone |

 | application | | | | Too steep for |0.94

 | Too acid |0.31 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

 Magnor, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Too acid |0.03 | Too acid |0.85

 | Too acid |0.85 | | | Restricted |0.43

 | | | | | permeability |

 | | | | | |

 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 |

 | Seepage |1.00 | Restricted |1.00 | Ponding |1.00

 | Too level |1.00 | permeability | | Too acid |0.07

 | Ponding |1.00 | Ponding |1.00 | |

 | Too acid |0.07 | | | |

 | | | | | |

3561A: | | | | | |

 Pesabic, very stony |Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | | | Depth to |1.00

 | Too acid |1.00 | | | saturated zone |

 | | | | | Too acid |1.00

 | | | | | |
488 Soil Survey of

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3561A: | | | | | |

 Worwood-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | | | Depth to |1.00

 | Too acid |1.00 | | | saturated zone |

 | | | | | Too acid |1.00

 | | | | | Restricted |0.21

 | | | | | permeability |

 | | | | | |

 Worcester-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Filtering |1.00

 | Depth to |1.00 | saturated zone | | capacity |

 | saturated zone | | Restricted |1.00 | Depth to |1.00

 | Too acid |0.31 | permeability | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | |

3569C: | | | | | |

 Newood, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | Depth to |1.00 | permeability | | surface |

 | saturated zone | | Slope |1.00 | application |

 | Too steep for |0.50 | Depth to |0.01 | Depth to |1.00

 | surface | | saturated zone | | saturated zone |

 | application | | | | Too steep for |0.50

 | Too acid |0.31 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

 Pesabic, very stony |Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | | | Depth to |1.00

 | Too acid |1.00 | | | saturated zone |

 | | | | | Too acid |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 |

 | Seepage |1.00 | Restricted |1.00 | Ponding |1.00

 | Too level |1.00 | permeability | | Too acid |0.07

 | Ponding |1.00 | Ponding |1.00 | |

 | Too acid |0.07 | | | |

 | | | | | |

3666B: | | | | | |

 Pesabic, very stony |Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | | | Depth to |1.00

 | Too acid |1.00 | | | saturated zone |

 | | | | | Too acid |1.00

 | | | | | |
Taylor County, Wisconsin 489

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

3863C: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | Depth to |1.00 | permeability | | surface |

 | saturated zone | | Depth to |1.00 | application |

 | Too steep for |0.94 | saturated zone | | Depth to |1.00

 | surface | | Slope |1.00 | saturated zone |

 | application | | | | Too steep for |0.94

 | Too acid |0.31 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | Restricted |0.21

 | | | | | permeability |

 | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | Slope |1.00 | Depth to |1.00

 | Too acid |1.00 | Too acid |0.03 | saturated zone |

 | Too steep for |0.94 | | | Too acid |1.00

 | surface | | | | Too steep for |1.00

 | application | | | | surface |

 | | | | | application |

 | | | | | Too steep for |0.94

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

 Antigo--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Too steep for |0.94 | permeability | | capacity |

 | surface | | Slope |1.00 | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.31 | | | application |

 | | | | | Too steep for |0.94

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

9052A: | | | | | |

 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 |

 | Seepage |1.00 | Restricted |1.00 | Ponding |1.00

 | Too level |1.00 | permeability | | Too acid |0.07

 | Ponding |1.00 | Ponding |1.00 | |

 | Too acid |0.07 | | | |

 | | | | | |

 Capitola, very stony|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Ponding |1.00 | Ponding |1.00

 | Ponding |1.00 | | | Too acid |0.31

 | Too acid |0.31 | | | Filtering |0.01

 | | | | | capacity |

 | | | | | |

 Lupton--------------|Not rated | |Very limited | |Not rated |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Restricted |0.69 | |

 | | | permeability | | |

 | | | | | |
490 Soil Survey of

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

9055A: | | | | | |

 Loxley--------------|Not rated | |Very limited | |Not rated |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Too acid |0.77 | |

 | | | Restricted |0.69 | |

 | | | permeability | | |

 | | | | | |

9060D: | | | | | |

 Pelissier-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too acid |1.00 | Restricted |0.31 | capacity |

 | Too steep for |1.00 | permeability | | Too steep for |1.00

 | surface | | Too acid |0.14 | surface |

 | application | | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | |

9071B: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | Slope |1.00 | Depth to |1.00

 | Too acid |1.00 | Too acid |0.03 | saturated zone |

 | Too steep for |0.22 | | | Too acid |1.00

 | surface | | | | Too steep for |1.00

 | application | | | | surface |

 | | | | | application |

 | | | | | Restricted |0.43

 | | | | | permeability |

 | | | | | |

9077C: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Depth to |1.00 | Restricted |1.00 | capacity |

 | saturated zone | | permeability | | Depth to |1.00

 | Too steep for |1.00 | Too acid |0.03 | saturated zone |

 | surface | | | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |1.00 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | |

9078A: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | Too acid |0.03 | Depth to |1.00

 | Too acid |1.00 | | | saturated zone |

 | | | | | Too acid |1.00

 | | | | | Restricted |0.43

 | | | | | permeability |

 | | | | | |
Taylor County, Wisconsin 491

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

9078A: | | | | | |

 Magnor, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Too acid |0.03 | Too acid |0.85

 | Too acid |0.85 | | | Restricted |0.43

 | | | | | permeability |

 | | | | | |

 Ossmer--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Filtering |1.00

 | Depth to |1.00 | saturated zone | | capacity |

 | saturated zone | | Restricted |1.00 | Depth to |1.00

 | Too acid |0.31 | permeability | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | |

9081C: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too steep for |1.00 | Restricted |1.00 | capacity |

 | surface | | permeability | | Too steep for |1.00

 | application | | Too acid |0.14 | surface |

 | Too acid |1.00 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | Restricted |0.96

 | | | | | permeability |

 | | | | | |

9082B: | | | | | |

 Newood, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | Depth to |1.00 | permeability | | surface |

 | saturated zone | | Slope |1.00 | application |

 | Too acid |0.31 | Depth to |0.01 | Depth to |1.00

 | Too steep for |0.22 | saturated zone | | saturated zone |

 | surface | | | | Too acid |0.31

 | application | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

9083A: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Depth to |1.00 | Too acid |0.31

 | Too acid |0.31 | saturated zone | | Restricted |0.21

 | | | | | permeability |

 | | | | | |
492 Soil Survey of

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

9083B: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | Depth to |1.00 | permeability | | surface |

 | saturated zone | | Slope |1.00 | application |

 | Too acid |0.31 | Depth to | | Depth to |1.00

 | Too steep for |0.22 | saturated zone | | saturated zone |

 | surface | | | | Too acid |0.31

 | application | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Restricted |0.21

 | | | | | permeability |

 | | | | | |

9086A: | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | Too acid |0.03 | Depth to |1.00

 | Too acid |1.00 | | | saturated zone |

 | | | | | Too acid |1.00

 | | | | | Restricted |0.43

 | | | | | permeability |

 | | | | | |

9087C: | | | | | |

 Crystal Lake--------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Too steep for |1.00

 | Too steep for |1.00 | Restricted |1.00 | surface |

 | surface | | permeability | | application |

 | application | | Depth to |1.00 | Too steep for |1.00

 | Depth to |1.00 | saturated zone | | sprinkler |

 | saturated zone | | | | application |

 | Too acid |0.31 | | | Depth to |1.00

 | | | | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | Restricted |0.21

 | | | | | permeability |

 | | | | | |

 Freeon, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too acid |1.00 | Restricted |1.00 | capacity |

 | Depth to |1.00 | permeability | | Depth to |1.00

 | saturated zone | | Too acid |0.03 | saturated zone |

 | Too steep for |1.00 | | | Too steep for |1.00

 | surface | | | | surface |

 | application | | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | |
Taylor County, Wisconsin 493

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

9087C: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too acid |1.00 | Restricted |1.00 | capacity |

 | Too steep for |1.00 | permeability | | Too steep for |1.00

 | surface | | Too acid |0.14 | surface |

 | application | | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | Restricted |0.96

 | | | | | permeability |

 | | | | | |

9088A: | | | | | |

 Newood, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Depth to |0.01 | Too acid |0.31

 | Too acid |0.31 | saturated zone | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

 Capitola, very stony|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Ponding |1.00 | Ponding |1.00

 | Ponding |1.00 | | | Too acid |0.31

 | Too acid |0.31 | | | Filtering |0.01

 | | | | | capacity |

 | | | | | |

9089B: | | | | | |

 Newood, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |1.00

 | Depth to |1.00 | permeability | | saturated zone |

 | saturated zone | | Slope |0.50 | Too steep for |0.68

 | Too acid |0.31 | Depth to |0.01 | surface |

 | | | saturated zone | | application |

 | | | | | Too acid |0.31

 | | | | | |

 Lupton--------------|Not rated | |Very limited | |Not rated |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Restricted |0.69 | |

 | | | permeability | | |

 | | | | | |

9090C: | | | | | |

 Newood, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | Depth to |1.00 | permeability | | surface |

 | saturated zone | | Slope |1.00 | application |

 | Too acid |0.31 | Depth to |0.01 | Depth to |1.00

 | Too steep for |0.22 | saturated zone | | saturated zone |

 | surface | | | | Too acid |0.31

 | application | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |
494 Soil Survey of

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

9090C: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too acid |1.00 | Restricted |1.00 | capacity |

 | Too steep for |1.00 | permeability | | Too steep for |1.00

 | surface | | Too acid |0.14 | surface |

 | application | | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | Restricted |0.96

 | | | | | permeability |

 | | | | | |

 Lupton--------------|Not rated | |Very limited | |Not rated |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Restricted |0.69 | |

 | | | permeability | | |

 | | | | | |

9092D: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too acid |1.00 | Restricted |1.00 | capacity |

 | Too steep for |1.00 | permeability | | Too steep for |1.00

 | surface | | Too acid |0.14 | surface |

 | application | | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | Restricted |0.96

 | | | | | permeability |

 | | | | | |

9093C: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too steep for |1.00 | Restricted |0.61 | capacity |

 | surface | | permeability | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.31 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too steep for |1.00 | Restricted |1.00 | capacity |

 | surface | | permeability | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.31 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |
Taylor County, Wisconsin 495

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

9096C: | | | | | |

 Newot, very stony---|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too acid |1.00 | Restricted |1.00 | capacity |

 | Too steep for |1.00 | permeability | | Too steep for |1.00

 | surface | | Too acid |0.14 | surface |

 | application | | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | Restricted |0.96

 | | | | | permeability |

 | | | | | |

 Pesabic, very stony |Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Depth to |1.00 | permeability | | capacity |

 | saturated zone | | | | Depth to |1.00

 | Too acid |1.00 | | | saturated zone |

 | | | | | Too acid |1.00

 | | | | | |

 Lupton--------------|Not rated | |Very limited | |Not rated |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Restricted |0.69 | |

 | | | permeability | | |

 | | | | | |

9097B: | | | | | |

 Newood, very stony--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | Depth to |1.00 | permeability | | surface |

 | saturated zone | | Slope |1.00 | application |

 | Too acid |0.31 | Depth to |0.01 | Depth to |1.00

 | Too steep for |0.22 | saturated zone | | saturated zone |

 | surface | | | | Too acid |0.31

 | application | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

 Padus, very stony---|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Too acid |0.31 | permeability | | capacity |

 | Too steep for |0.22 | Slope |1.00 | Too steep for |1.00

 | surface | | | | surface |

 | application | | | | application |

 | | | | | Too acid |0.31

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

9098A: | | | | | |

 Oesterle------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Filtering |1.00

 | Too acid |1.00 | saturated zone | | capacity |

 | Depth to |1.00 | Restricted |1.00 | Depth to |1.00

 | saturated zone | | permeability | | saturated zone |

 | | | | | Too acid |1.00

 | | | | | |
496 Soil Survey of

Table 21b.--Agricultural Waste Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Overland flow | Rapid infiltration | Slow rate treatment

 and soil name | of wastewater | of wastewater | of wastewater

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

9099B: | | | | | |

 Antigo--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Too acid |1.00 | permeability | | capacity |

 | Too steep for |0.22 | Slope |1.00 | Too acid |1.00

 | surface | | | | Too steep for |1.00

 | application | | | | surface |

 | | | | | application |

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

9197C: | | | | | |

 Pelissier-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too acid |1.00 | Restricted |0.31 | capacity |

 | Too steep for |1.00 | permeability | | Too steep for |1.00

 | surface | | Too acid |0.14 | surface |

 | application | | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
Taylor County, Wisconsin 497

Table 22.--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 | ___________________________________________________________________________________________________

 | | | | | |

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 |1.00 | |

 | | | | | |

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 |0.90 | |

 | | | | | |

43B: | | | | | |

 Antigo--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Depth to water |1.00

 | | | | | |

43C: | | | | | |

 Antigo--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

43D: | | | | | |

 Antigo--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Depth to water |1.00

 | Slope |0.21 | | | |

 | | | | | |

48B: | | | | | |

 Brill---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.90 | |

 | | | | | |

57B: | | | | | |

 Spencer-------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Seepage |0.09 | |

 | | | | | |

59A: | | | | | |

 Almena--------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Seepage |0.01 | |

 | | | | | |

63B: | | | | | |

 Crystal Lake--------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Cutbanks cave |1.00

 | | | Depth to |1.00 | Slow refill |0.96

 | | | saturated zone | | Depth to water |0.24

 | | | | | |
498 Soil Survey of

Table 22.--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 | ___________________________________________________________________________________________________

 | | | | | |

63C: | | | | | |

 Crystal Lake--------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Cutbanks cave |1.00

 | | | Depth to |1.00 | Slow refill |0.96

 | | | saturated zone | | Depth to water |0.54

 | | | | | |

63D: | | | | | |

 Crystal Lake--------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Cutbanks cave |1.00

 | Slope |0.04 | Depth to |0.86 | Slow refill |0.96

 | | | saturated zone | | Depth to water |0.96

 | | | | | |

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

 | | | | | |

77A: | | | | | |

 Auburndale----------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.09 | |

 | | | | | |

182B: | | | | | |

 Padus---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Depth to water |1.00

 | | | | | |

182C: | | | | | |

 Padus---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

182D: | | | | | |

 Padus---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Depth to water |1.00

 | Slope |0.21 | | | |

 | | | | | |

192A: | | | | | |

 Worcester-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.90 | |

 | | | | | |

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 |0.90 | |

 | | | | | |

215B: | | | | | |

 Pence---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Depth to water |1.00

 | | | | | |

215C: | | | | | |

 Pence---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |
Taylor County, Wisconsin 499

Table 22.--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 | ___________________________________________________________________________________________________

 | | | | | |

215D: | | | | | |

 Pence---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Depth to water |1.00

 | Slope |0.21 | | | |

 | | | | | |

308B: | | | | | |

 Blackriver----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Seepage |0.90 | |

 | | | | | |

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 |0.90 | |

 | | | | | |

324A: | | | | | |

 Maplehurst----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Seepage |0.90 | |

 | | | | | |

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 | |

 | | | Seepage |0.09 | |

 | | | | | |

345B: | | | | | |

 Freeon, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.02 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.09 | |

 | | | | | |

 Sconsin-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.90 | |

 | | | | | |

346E: | | | | | |

 Newot, very stony---|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Thin layer |0.37 | Depth to water |1.00

 | Slope |0.50 | Seepage |0.09 | |

 | | | | | |

 Pence, very stony---|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Depth to water |1.00

 | Slope |0.50 | | | |

 | | | | | |

355B: | | | | | |

 Loyal---------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |0.86 | |

 | | | | | |
500 Soil Survey of

Table 22.--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 | ___________________________________________________________________________________________________

 | | | | | |

355C: | | | | | |

 Loyal---------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |0.86 | |

 | | | | | |

356A: | | | | | |

 Withee--------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |0.84 | |

 | | | | | |

357A: | | | | | |

 Marshfield----------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Piping |0.61 | |

 | | | | | |

408A: | | | | | |

 Lupton--------------|Very limited | |Not rated | |Somewhat limited |

 | Seepage |1.00 | | | Cutbanks cave |0.10

 | | | | | |

 Cathro--------------|Very limited | |Not rated | |Somewhat limited |

 | Seepage |1.00 | | | Cutbanks cave |0.10

 | | | | | |

414A: | | | | | |

 Loxley--------------|Very limited | |Not rated | |Somewhat limited |

 | Seepage |1.00 | | | Cutbanks cave |0.10

 | | | | | |

 Beseman-------------|Very limited | |Not rated | |Somewhat limited |

 | Seepage |1.00 | | | Cutbanks cave |0.10

 | | | | | |

457B: | | | | | |

 Freeon, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.02 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.09 | |

 | | | | | |

 Freeon--------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.02 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.09 | |

 | | | | | |

457C: | | | | | |

 Freeon, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.02 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.09 | |

 | | | | | |
Taylor County, Wisconsin 501

Table 22.--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 | ___________________________________________________________________________________________________

 | | | | | |

457C: | | | | | |

 Freeon--------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.02 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.09 | |

 | | | | | |

515A: | | | | | |

 Manitowish----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Cutbanks cave |1.00

 | | | Depth to |0.86 | Depth to water |0.06

 | | | saturated zone | | |

 | | | | | |

525B: | | | | | |

 Newood, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.10 | |

 | | | | | |

 Padwood-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Depth to water |1.00

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

 Tipler--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Cutbanks cave |1.00

 | | | Depth to |0.86 | Depth to water |0.06

 | | | saturated zone | | |

 | | | | | |

527B: | | | | | |

 Padwood-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Depth to water |1.00

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

537D: | | | | | |

 Newot, very stony---|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Thin layer |0.37 | Depth to water |1.00

 | Slope |0.28 | Seepage |0.09 | |

 | | | | | |

 Newood, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | Slope |0.01 | saturated zone | | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.10 | |

 | | | | | |

 Cathro--------------|Very limited | |Not rated | |Somewhat limited |

 | Seepage |1.00 | | | Cutbanks cave |0.10

 | | | | | |

545C: | | | | | |

 Freeon, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.02 | Depth to |1.00 | Depth to water |1.00

 | Slope |0.01 | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.09 | |

 | | | | | |
502 Soil Survey of

Table 22.--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 | ___________________________________________________________________________________________________

 | | | | | |

545C: | | | | | |

 Antigo--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

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 |0.98 | |

 | | | | | |

560A: | | | | | |

 Worwood-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.09 | |

 | | | | | |

571E: | | | | | |

 Pelissier-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.95 | Depth to water |1.00

 | Slope |0.50 | | | |

 | | | | | |

612A: | | | | | |

 Magnor, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.10 | |

 | | | | | |

 Ossmer--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.90 | |

 | | | | | |

623A: | | | | | |

 Capitola, very stony|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Thin layer |0.86 | |

 | | | Seepage |0.10 | |

 | | | | | |

624A: | | | | | |

 Ossmer--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.90 | |

 | | | | | |

632B: | | | | | |

 Aftad---------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Cutbanks cave |1.00

 | | | Depth to |1.00 | Slow refill |0.28

 | | | saturated zone | | Depth to water |0.24

 | | | Seepage |0.08 | |

 | | | | | |
Taylor County, Wisconsin 503

Table 22.--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 | ___________________________________________________________________________________________________

 | | | | | |

637B: | | | | | |

 Newood, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.10 | |

 | | | | | |

637C: | | | | | |

 Newood, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | Slope |0.01 | saturated zone | | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.10 | |

 | | | | | |

642B: | | | | | |

 Pesabic, very stony |Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Thin layer |0.66 | |

 | | | Seepage |0.09 | |

 | | | | | |

 Capitola, very stony|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Thin layer |0.86 | |

 | | | Seepage |0.10 | |

 | | | | | |

 Newood, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.10 | |

 | | | | | |

648B: | | | | | |

 Sconsin-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.90 | |

 | | | | | |

683A: | | | | | |

 Tipler--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Cutbanks cave |1.00

 | | | Depth to |0.86 | Depth to water |0.06

 | | | saturated zone | | |

 | | | | | |

737D: | | | | | |

 Santiago, very stony|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | Slope |0.21 | Thin layer |0.37 | |

 | | | Seepage |0.10 | |

 | | | | | |

748A: | | | | | |

 Brander-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Seepage |0.90 | |

 | | | | | |
504 Soil Survey of

Table 22.--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 | ___________________________________________________________________________________________________

 | | | | | |

755A: | | | | | |

 Moppet--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.98 | Cutbanks cave |1.00

 | | | Depth to |0.86 | Depth to water |0.06

 | | | saturated zone | | |

 | | | | | |

 Fordum--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.98 | |

 | | | | | |

757B: | | | | | |

 Magnor, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.10 | |

 | | | | | |

 Freeon, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.02 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.09 | |

 | | | | | |

 Magnor--------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.10 | |

 | | | | | |

 Freeon--------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.02 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.09 | |

 | | | | | |

766A: | | | | | |

 Moppet--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.98 | Cutbanks cave |1.00

 | | | Depth to |0.86 | Depth to water |0.06

 | | | saturated zone | | |

 | | | | | |

822A: | | | | | |

 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 |1.00 | |

 | | | | | |

 Magnor, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.10 | |

 | | | | | |
Taylor County, Wisconsin 505

Table 22.--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 | ___________________________________________________________________________________________________

 | | | | | |

822A: | | | | | |

 Ossmer--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.90 | |

 | | | | | |

837E: | | | | | |

 Newot, very stony---|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Thin layer |0.37 | Depth to water |1.00

 | Slope |0.50 | Seepage |0.09 | |

 | | | | | |

848A: | | | | | |

 Ribriver------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Seepage |0.90 | |

 | | | | | |

863B: | | | | | |

 Crystal Lake--------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Cutbanks cave |1.00

 | | | Depth to |1.00 | Slow refill |0.96

 | | | saturated zone | | Depth to water |0.24

 | | | | | |

 Freeon, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.02 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.09 | |

 | | | | | |

 Sconsin-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.90 | |

 | | | | | |

923A: | | | | | |

 Capitola, very stony|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Thin layer |0.86 | |

 | | | Seepage |0.10 | |

 | | | | | |

 Cebana, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Ponding |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.10 | |

 | | | | | |

956B: | | | | | |

 Magnor, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.10 | |

 | | | | | |
506 Soil Survey of

Table 22.--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 | ___________________________________________________________________________________________________

 | | | | | |

957B: | | | | | |

 Freeon, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.02 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.09 | |

 | | | | | |

957C: | | | | | |

 Freeon, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.02 | Depth to |1.00 | Depth to water |1.00

 | Slope |0.01 | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.09 | |

 | | | | | |

2015: | | | | | |

 Pits----------------|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 | |

 | | | | | |

3456A: | | | | | |

 Magnor, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.10 | |

 | | | | | |

 Magnor--------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.10 | |

 | | | | | |

3525C: | | | | | |

 Newood, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | Slope |0.01 | saturated zone | | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.10 | |

 | | | | | |

 Padwood-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Depth to water |1.00

 | Slope |0.01 | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

 Padus---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |
Taylor County, Wisconsin 507

Table 22.--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 | ___________________________________________________________________________________________________

 | | | | | |

3546C: | | | | | |

 Newood, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | Slope |0.01 | saturated zone | | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.10 | |

 | | | | | |

 Pence, very stony---|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

3556C: | | | | | |

 Newood, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | Slope |0.01 | saturated zone | | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.10 | |

 | | | | | |

 Magnor, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.10 | |

 | | | | | |

 Cathro--------------|Very limited | |Not rated | |Somewhat limited |

 | Seepage |1.00 | | | Cutbanks cave |0.10

 | | | | | |

3561A: | | | | | |

 Pesabic, very stony |Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.09 | |

 | | | | | |

 Worwood-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.09 | |

 | | | | | |

 Worcester-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.90 | |

 | | | | | |

3569C: | | | | | |

 Newood, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.10 | |

 | | | | | |

 Pesabic, very stony |Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.09 | |

 | | | | | |

 Cathro--------------|Very limited | |Not rated | |Somewhat limited |

 | Seepage |1.00 | | | Cutbanks cave |0.10

 | | | | | |
508 Soil Survey of

Table 22.--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 | ___________________________________________________________________________________________________

 | | | | | |

3666B: | | | | | |

 Pesabic, very stony |Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.09 | |

 | | | | | |

3863C: | | | | | |

 Crystal Lake--------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Cutbanks cave |1.00

 | Slope |0.01 | Depth to |1.00 | Slow refill |0.96

 | | | saturated zone | | Depth to water |0.54

 | | | | | |

 Freeon, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.02 | Depth to |1.00 | Depth to water |1.00

 | Slope |0.01 | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.09 | |

 | | | | | |

 Antigo--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

9052A: | | | | | |

 Cathro--------------|Very limited | |Not rated | |Somewhat limited |

 | Seepage |1.00 | | | Cutbanks cave |0.10

 | | | | | |

 Capitola, very stony|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Thin layer |0.86 | |

 | | | Seepage |0.10 | |

 | | | | | |

 Lupton--------------|Very limited | |Not rated | |Somewhat limited |

 | Seepage |1.00 | | | Cutbanks cave |0.10

 | | | | | |

9055A: | | | | | |

 Loxley--------------|Very limited | |Not rated | |Somewhat limited |

 | Seepage |1.00 | | | Cutbanks cave |0.10

 | | | | | |

9060D: | | | | | |

 Pelissier-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.95 | Depth to water |1.00

 | Slope |0.64 | | | |

 | | | | | |

9071B: | | | | | |

 Freeon, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.02 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.09 | |

 | | | | | |
Taylor County, Wisconsin 509

Table 22.--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 | ___________________________________________________________________________________________________

 | | | | | |

9077C: | | | | | |

 Freeon, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Slope |0.03 | Depth to |1.00 | Depth to water |1.00

 | Seepage |0.02 | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.09 | |

 | | | | | |

9078A: | | | | | |

 Freeon, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.02 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.09 | |

 | | | | | |

 Magnor, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.10 | |

 | | | | | |

 Ossmer--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.90 | |

 | | | | | |

9081C: | | | | | |

 Newot, very stony---|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Thin layer |0.37 | Depth to water |1.00

 | Slope |0.12 | Seepage |0.09 | |

 | | | | | |

9082B: | | | | | |

 Newood, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.10 | |

 | | | | | |

9083A: | | | | | |

 Crystal Lake--------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Cutbanks cave |1.00

 | | | Depth to |1.00 | Slow refill |0.96

 | | | saturated zone | | Depth to water |0.24

 | | | | | |

9083B: | | | | | |

 Crystal Lake--------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Cutbanks cave |1.00

 | | | Depth to |1.00 | Slow refill |0.96

 | | | saturated zone | | Depth to water |0.24

 | | | | | |

9086A: | | | | | |

 Freeon, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.02 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.09 | |

 | | | | | |
510 Soil Survey of

Table 22.--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 | ___________________________________________________________________________________________________

 | | | | | |

9087C: | | | | | |

 Crystal Lake--------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Cutbanks cave |1.00

 | Slope |0.03 | Depth to |1.00 | Slow refill |0.96

 | | | saturated zone | | Depth to water |0.54

 | | | | | |

 Freeon, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.02 | Depth to |1.00 | Depth to water |1.00

 | Slope |0.01 | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.09 | |

 | | | | | |

 Newot, very stony---|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Thin layer |0.37 | Depth to water |1.00

 | Slope |0.03 | Seepage |0.09 | |

 | | | | | |

9088A: | | | | | |

 Newood, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.10 | |

 | | | | | |

 Capitola, very stony|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Thin layer |0.86 | |

 | | | Seepage |0.10 | |

 | | | | | |

9089B: | | | | | |

 Newood, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.10 | |

 | | | | | |

 Lupton--------------|Very limited | |Not rated | |Somewhat limited |

 | Seepage |1.00 | | | Cutbanks cave |0.10

 | | | | | |

9090C: | | | | | |

 Newood, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.10 | |

 | | | | | |

 Newot, very stony---|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Thin layer |0.37 | Depth to water |1.00

 | Slope |0.21 | Seepage |0.09 | |

 | | | | | |

 Lupton--------------|Very limited | |Not rated | |Somewhat limited |

 | Seepage |1.00 | | | Cutbanks cave |0.10

 | | | | | |

9092D: | | | | | |

 Newot, very stony---|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Thin layer |0.37 | Depth to water |1.00

 | Slope |0.64 | Seepage |0.09 | |

 | | | | | |
Taylor County, Wisconsin 511

Table 22.--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 | ___________________________________________________________________________________________________

 | | | | | |

9093C: | | | | | |

 Pence---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Depth to water |1.00

 | Slope |0.12 | | | |

 | | | | | |

 Padus---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Depth to water |1.00

 | Slope |0.12 | | | |

 | | | | | |

9096C: | | | | | |

 Newot, very stony---|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Thin layer |0.37 | Depth to water |1.00

 | Slope |0.21 | Seepage |0.09 | |

 | | | | | |

 Pesabic, very stony |Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.09 | |

 | | | | | |

 Lupton--------------|Very limited | |Not rated | |Somewhat limited |

 | Seepage |1.00 | | | Cutbanks cave |0.10

 | | | | | |

9097B: | | | | | |

 Newood, very stony--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Thin layer |0.37 | |

 | | | Seepage |0.10 | |

 | | | | | |

 Padus, very stony---|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Depth to water |1.00

 | | | | | |

9098A: | | | | | |

 Oesterle------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.90 | |

 | | | | | |

9099B: | | | | | |

 Antigo--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Depth to water |1.00

 | | | | | |

9197C: | | | | | |

 Pelissier-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.95 | Depth to water |1.00

 | Slope |0.12 | | | |

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
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 | | |  | | | | | | | | | 22A: | | | | | | | | |  Comstock--------| 0-8 |Silt loam |CL, CL-ML, ML|A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | 8-15 |Silt loam |CL-ML, ML, CL|A-4 | 0 | 0 |98-100|95-100|90-10 | 15-21 |Silt loam, |CL |A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 21-34 |Silt loam, |CL |A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 34-44 |Stratified silt|ML, CL, CL-ML|A-4 | 0 | 0 |98-100|95-100|85-10 | | loam to very | | | | | | |  | | fine sand | | | | | | |  | 44-60 |Stratified silt|CL-ML, 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, |CL-ML, ML, |A-1, A-2, A-4| 0 | 0-7 |50-100|45-100|30-10 | | loam, gravelly| SC-SM, SM | | | | | |  | | fine sandy | | | | | | |  | | loam, very | | | | | | |  | | gravelly sandy| | | | | | |  | | clay loam | | | | | | |  | 39-60 |Stratified sand|GP, SP, |A-1, A-2, A-3| 0 | 0-7 |45-100|40-95 |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 | | |  | | | | | | | | | 43B: | | | | | | | | |  Antigo----------| 0-9 |Silt loam |CL-ML, 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, CL-ML |A-4 | 0 | 0-7 |90-100|85-100|70-10 | 28-31 |Loam, sandy |SM, ML, SC-SM|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|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 |CL-ML, 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 |SC-SM, ML, SM|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 |ML, SC-SM, 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, GP-GM,|A-1, A-2, A-3| 0 | 0-7 |45-100|40-95 |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 | | |  | | | | | | | | | 43D: | | | | | | | | |  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-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 |ML, SM, SC-SM|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 |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|SP, GP-GM, |A-1, A-2, A-3| 0 | 0-7 |45-100|40-95 |15-65  | | to very | SP-SM, GP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 48B: | | | | | | | | |  Brill-----------| 0-7 |Silt loam |CL-ML, CL |A-4 | 0 | 0-7 |95-100|90-100|70-10 | 7-11 |Silt loam |ML, CL-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 |SC-SM, ML, 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 | | |  | | | | | | | | | 57B: | | | | | | | | |  Spencer---------| 0-9 |Silt loam |ML, CL-ML, CL|A-4 | 0 | 0-5 |90-100|85-100|80-10 | 9-12 |Silt loam |CL, CL-ML, ML|A-4 | 0 | 0-5 |90-100|85-100|80-10 | 12-22 |Silt loam |CL |A-4, A-6 | 0 | 0-5 |90-100|85-100|80-10 | 22-30 |Silt loam |CL |A-4, A-6 | 0 | 0-5 |90-100|85-100|80-10 | 30-42 |Silt loam |CL |A-4, A-6 | 0 | 0-5 |90-100|85-100|80-10 | 42-48 |Loam, gravelly |SC-SM, SC, |A-1-b, A-2-4,| 0 | 0-7 |60-100|50-95 |35-85  | | sandy loam | CL-ML, CL | A-4 | | | | |  | 48-72 |Sandy loam, |CL-ML, CL, SC|A-1-b, A-2-4,| 0 | 0-7 |60-100|50-95 |35-85  | | gravelly loam | | A-4 | | | | |  | | | | | | | | | 59A: | | | | | | | | |  Almena----------| 0-9 |Silt loam |ML, CL-ML, CL|A-4 | 0 | 0-5 |90-100|85-100|80-10 | 9-13 |Silt loam |CL, CL-ML, ML|A-4 | 0 | 0-5 |90-100|85-100|80-10 | 13-21 |Silt loam |CL |A-4, A-6 | 0 | 0-5 |90-100|85-100|80-10 | 21-42 |Silt loam |CL |A-4, A-6 | 0 | 0-5 |90-100|85-100|80-10 | 42-60 |Sandy loam, |SM, SC, CL, |A-1, A-2, A-4| 0 | 0-7 |60-100|50-95 |35-85  | | gravelly loam,| ML | | | | | |  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | | | | | | | | | 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 |CL, CL-ML, 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-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 |CL, CL-ML, ML|A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | 8-12 |Silt loam |CL-ML, ML, CL|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-ML, 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 | | |  | | | | | | | | | 63D: | | | | | | | | |  Crystal Lake----| 0-8 |Silt loam |CL-ML, 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 |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 | | | | | | |  | | | | | | | | | 63E: | | | | | | | | |  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 |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 | | | | | | |  | | | | | | | | | 77A: | | | | | | | | |  Auburndale------| 0-7 |Silt loam |CL, ML, CL-ML|A-4, A-6 | 0 | 0-5 |90-100|85-100|80-10 | 7-14 |Silt loam |CL-ML, CL, ML|A-4, A-6 | 0 | 0-5 |90-100|85-100|80-10 | 14-41 |Silt loam |CL |A-6 | 0 | 0-5 |90-100|85-100|80-10 | 41-53 |Loam, sandy |SC, CL-ML, |A-1, A-2, | 0 | 0-7 |60-100|50-95 |35-95  | | loam, gravelly| CL, SC-SM | A-4, A-6 | | | | |  | | sandy loam | | | | | | |  | 53-60 |Sandy loam, |CL-ML, ML, |A-1, A-2, A-4| 0 | 0-7 |60-100|50-95 |35-95  | | gravelly sandy| SM, SC-SM | | | | | |  | | 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 | | |  | | | | | | | | | 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, |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, |SM, SC-SM, SC|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, 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, |SC, SM, |A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-90  | | gravelly loam,| CL-ML, 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 | | | | | | |  | | | | | | | | | 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, |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-SM, SC|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, |SM, SC-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|SP-SM, GP-GM,|A-1, A-2, A-3| 0 | 0-15 |45-100|40-95 |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 | | |  | | | | | | | | | 182D: | | | | | | | | |  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, |SC-SM, SC, |A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-90  | | gravelly loam,| CL-ML, SM | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 38-60 |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 | | |  | | | | | | | | | 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, |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 | | | | | | |  | 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, SC-SM, |A-1-b, A-2-4,| 0 | 0-7 |55-100|50-100|35-95  | | loamy sand, | CL-ML, SM | A-4 | | | | |  | | gravelly loam | | | | | | |  | 20-32 |Sandy loam, |CL-ML, SM, |A-1-b, A-2-4,| 0 | 0-7 |55-100|50-100|35-95  | | fine sandy | SC-SM, SC | A-4 | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 32-39 |Gravelly loamy |SM, GM |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, GP-GM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 193A: | | | | | | | | |  Minocqua--------| 0-4 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 4-15 |Silt loam, |SC, SM, CL, |A-2, A-4 | 0 | 0-7 |80-100|75-100|45-10 | | loam, sandy | ML | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | very fine | | | | | | |  | | sandy loam | | | | | | |  | 15-28 |Loam, gravelly |SM, CL, ML, |A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-95  | | sandy loam, | SC | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 28-60 |Stratified sand|SP, GP, |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, |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|SM, GP-GM, |A-1-b, A-3 | 0 | 0-15 |45-100|40-95 |20-70  | | sand, loamy | GM, SP-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 | | | | | | |  | | | | | | | | | 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|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 | | |  | | | | | | | | | 215D: | | | | | | | | |  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, GM, |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|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 | | | | | | |  | | | | | | | | | 308B: | | | | | | | | |  Blackriver------| 0-9 |Silt loam |CL, CL-ML |A-4 | 0 | 0-7 |95-100|90-100|90-10 | 9-18 |Silt loam |CL, CL-ML |A-4 | 0 | 0-7 |95-100|90-100|90-10 | 18-25 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0-7 |95-100|90-100|90-10 | 25-48 |Silt loam |CL |A-4, A-6 | 0 | 0-7 |95-100|90-100|90-10 | 48-52 |Sandy loam, |GM, ML, SM, |A-1-b, A-2-4,| 0 | 0-15 |50-100|45-100|25-95  | | gravelly fine | CL-ML | A-4 | | | | |  | | sandy loam, | | | | | | |  | | very gravelly | | | | | | |  | | sandy clay | | | | | | |  | | loam, loam | | | | | | |  | 52-60 |Stratified sand|GP-GM, SP, |A-1, A-2, A-3| 0 | 0-15 |45-100|40-95 |15-65  | | to very | SP-SM, 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 | | |  | | | | | | | | | 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 |SM, SC, ML, |A-1, A-2, | 0 | 0-7 |55-100|45-100|35-90  | | loam, sandy | CL | 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|25-75  | | sand, loamy | GM, SM | | | | | |  | | sand, loamy | | | | | | |  | | coarse sand | | | | | | |  | 37-60 |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 | | | | | | |  | | | | | | | | | 324A: | | | | | | | | |  Maplehurst------| 0-9 |Silt loam |CL |A-4 | 0 | 0-7 |95-100|90-100|90-10 | 9-16 |Silt loam |CL |A-4, A-6 | 0 | 0-7 |95-100|90-100|90-10 | 16-25 |Silt loam |CL |A-4, A-6 | 0 | 0-7 |95-100|90-100|90-10 | 25-44 |Silt loam |CL |A-4, A-6 | 0 | 0-7 |95-100|90-100|90-10 | 44-47 |Loam, sandy |CL-ML, ML, |A-1-b, A-2-4,| 0 | 0-15 |50-100|45-100|25-95  | | loam, gravelly| SM, GM | A-4 | | | | |  | | fine sandy | | | | | | |  | | loam, very | | | | | | |  | | gravelly sandy| | | | | | |  | | clay loam | | | | | | |  | 47-60 |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 | | |  | | | | | | | | | 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 |SC-SM, ML, |A-4 | 0 | 0 |95-100|90-100|70-10 | | loam, sandy | CL-ML, SM | | | | | |  | | loam, silt | | | | | | |  | | loam | | | | | | |  | 18-32 |Fine sandy |SC-SM, ML, |A-4 | 0 | 0 |95-100|90-100|65-95  | | loam, sandy | CL-ML, SM | | | | | |  | | loam, loam | | | | | | |  | 32-60 |Stratified fine|CL-ML, ML, |A-4 | 0 | 0 |95-100|90-100|60-95  | | sand to silt | SM, SC-SM | | | | | |  | | | | | | | | | 345B: | | | | | | | | |  Freeon, very | | | | | | | | |  stony----------| 0-1 |Slightly | --- |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-5 |Silt loam |CL, ML, CL-ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 5-9 |Silt loam |ML, CL-ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 9-13 |Silt loam |CL-ML, ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 13-19 |Silt loam |CL-ML, ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 19-26 |Sandy loam, |SM, SC, ML, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | loamy sand, | CL | | | | | |  | | gravelly loam | | | | | | |  | 26-38 |Sandy loam, |SM, SC-SM, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam,| ML, CL-ML | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 38-58 |Sandy loam, |SC-SM, SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |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 | | |  | | | | | | | | | 345B: | | | | | | | | |  Sconsin---------| 0-4 |Silt loam |CL-ML, ML |A-4 | 0 | 0-7 |95-100|90-100|70-10 | 4-5 |Silt loam |CL-ML, ML |A-4 | 0 | 0-7 |95-100|90-100|70-10 | 5-10 |Silt loam |CL-ML, ML |A-4 | 0 | 0-7 |95-100|90-100|70-10 | 10-18 |Silt loam |ML, CL-ML |A-4 | 0 | 0-7 |95-100|90-100|70-10 | 18-27 |Silt loam |CL-ML, ML |A-4 | 0 | 0-7 |95-100|90-100|70-10 | 27-34 |Loam, gravelly |ML, SM, SC, |A-1-b, A-2, | 0 | 0-7 |60-100|55-95 |30-90  | | sandy loam, | CL | A-4 | | | | |  | | very gravelly | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 34-38 |Sandy loam, |SM, SC, ML, |A-1-b, A-2, | 0 | 0-7 |60-100|55-95 |30-90  | | gravelly loam,| CL | A-4 | | | | |  | | very gravelly | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 38-60 |Stratified sand|SP, GP-GM, |A-1, A-2, A-3| 0 | 0-7 |45-100|40-95 |15-65  | | to very | SP-SM, 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 | | |  | | | | | | | | | 346E: | | | | | | | | |  Newot, very | | | | | | | | |  stony----------| 0-2 |Highly | --- | --- | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Sandy loam |SC-SM, SM |A-2-4 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-10 |Gravelly sandy |ML, SC-SM, |A-1-b, A-2-4,| 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| SM, CL-ML | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 10-25 |Gravelly sandy |SC-SM, SM |A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |25-70  | | loam, loam, | | A-4 | | | | |  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 25-38 |Gravelly sandy |SM, SC, SC-SM|A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, fine | | A-4 | | | | |  | | sandy loam | | | | | | |  | 38-55 |Gravelly sandy |SM, SC, SC-SM|A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 55-60 |Gravelly sandy |SM, GM, SC-SM|A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | | A-4 | | | | |  | | 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 | | |  | | | | | | | | | 346E: | | | | | | | | |  Pence, very | | | | | | | | |  stony----------| 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|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|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 | | | | | | |  | | | | | | | | | 355B: | | | | | | | | |  Loyal-----------| 0-9 |Silt loam |CL-ML, CL |A-4 | 0 | 0-7 |90-100|85-100|80-10 | 9-14 |Silt loam |CL, CL-ML |A-4 | 0 | 0-7 |90-100|85-100|80-10 | 14-20 |Silt loam |CL-ML, CL |A-4, A-6 | 0 | 0-7 |90-100|85-100|80-10 | 20-24 |Loam, gravelly |SC, CL |A-2, A-4, A-6| 0 | 0-15 |60-100|50-95 |30-85  | | sandy clay | | | | | | |  | | loam, clay | | | | | | |  | | loam | | | | | | |  | 24-45 |Loam, clay |SC, CL |A-2, A-4, | 0 | 0-15 |60-100|50-95 |30-85  | | loam, gravelly| | A-6, A-7-6 | | | | |  | | sandy clay | | | | | | |  | | loam | | | | | | |  | 45-60 |Loam, gravelly |CL, SC |A-4, A-6, | 0 | 0-15 |60-100|50-95 |30-85  | | sandy loam, | | A-7, A-2 | | | | |  | | sandy clay | | | | | | |  | | 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 | | |  | | | | | | | | | 355C: | | | | | | | | |  Loyal-----------| 0-9 |Silt loam |CL-ML, CL |A-4 | 0 | 0-7 |90-100|85-100|80-10 | 9-14 |Silt loam |CL-ML, CL |A-4 | 0 | 0-7 |90-100|85-100|80-10 | 14-20 |Silt loam |CL-ML, CL |A-4, A-6 | 0 | 0-7 |90-100|85-100|80-10 | 20-24 |Loam, gravelly |CL, SC |A-2, A-4, A-6| 0 | 0-15 |60-100|50-95 |30-85  | | sandy clay | | | | | | |  | | loam, clay | | | | | | |  | | loam | | | | | | |  | 24-45 |Loam, clay |SC, CL |A-2, A-4, | 0 | 0-15 |60-100|50-95 |30-85  | | loam, gravelly| | A-6, A-7-6 | | | | |  | | sandy clay | | | | | | |  | | loam | | | | | | |  | 45-60 |Loam, gravelly |CL, SC |A-4, A-6, | 0 | 0-15 |60-100|50-95 |30-85  | | sandy loam, | | A-7, A-2 | | | | |  | | sandy clay | | | | | | |  | | loam | | | | | | |  | | | | | | | | | 356A: | | | | | | | | |  Withee----------| 0-9 |Silt loam |CL, CL-ML |A-4 | 0 | 0-7 |90-100|85-100|80-10 | 9-14 |Silt loam |CL, CL-ML |A-4 | 0 | 0-9 |90-100|85-100|80-10 | 14-18 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0-9 |90-100|85-100|80-10 | 18-24 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0-9 |90-100|85-100|80-10 | 24-47 |Loam, clay |SC, CL |A-2, A-4, | 0 | 0-15 |60-100|50-95 |30-85  | | loam, gravelly| | A-6, A-7-6 | | | | |  | | sandy clay | | | | | | |  | | loam | | | | | | |  | 47-60 |Loam, gravelly |CL, SC |A-4, A-6, | 0 | 0-15 |60-100|50-95 |30-85  | | sandy loam, | | A-7, A-2 | | | | |  | | sandy clay | | | | | | |  | | loam | | | | | | |  | | | | | | | | | 357A: | | | | | | | | |  Marshfield------| 0-9 |Silt loam |CL |A-4, A-6 | 0 | 0-7 |90-100|85-100|80-10 | 9-14 |Silt loam |CL-ML, ML, CL|A-4, A-6 | 0 | 0-7 |90-100|85-100|80-10 | 14-30 |Silt loam, |CL |A-4, A-6, | 0 | 0-7 |90-100|85-100|80-10 | | silty clay | | A-7-6 | | | | |  | | loam | | | | | | |  | 30-36 |Loam, clay |CL, SC |A-2, A-4, | 0 | 0-15 |60-100|50-95 |30-85  | | loam, gravelly| | A-6, A-7-6 | | | | |  | | sandy clay | | | | | | |  | | loam | | | | | | |  | 36-60 |Loam, gravelly |SC, CL |A-4, A-6, | 0 | 0-15 |60-100|50-95 |30-85  | | sandy loam, | | A-7, A-2 | | | | |  | | sandy clay | | | | | | |  | | 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 | | |  | | | | | | | | | 408A: | | | | | | | | |  Lupton----------| 0-60 |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, 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, |CL-ML, CL, |A-4, A-6 | 0 | 0-5 |80-100|65-100|60-10 | | silty clay | SC-SM, SC | | | | | |  | | loam, loam | | | | | | |  | | | | | | | | | 414A: | | | | | | | | |  Loxley----------| 0-12 |Peat |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 12-60 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | | | | | | | | |  Beseman---------| 0-12 |Peat | |A-8 | 0 | 0 | 100 | 100 | ---  | 12-36 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 36-60 |Silt loam, |CL, SC-SM, |A-4, A-2-4 | 0 | 0-2 |80-100|65-100|40-10 | | loam, sandy | CL-ML | | | | | |  | | loam | | | | | | |  | | | | | | | | | 457B: | | | | | | | | |  Freeon, very | | | | | | | | |  stony----------| 0-1 |Slightly | --- |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-5 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 5-9 |Silt loam |ML, CL, CL-ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 9-13 |Silt loam |ML, CL-ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 13-19 |Silt loam |CL-ML, ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 19-26 |Sandy loam, |SM, SC, ML, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | loamy sand, | CL | | | | | |  | | gravelly loam | | | | | | |  | 26-38 |Sandy loam, |SC-SM, SM, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam,| ML, CL-ML | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 38-58 |Sandy loam, |SM, SC-SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |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 | | |  | | | | | | | | | 457B: | | | | | | | | |  Freeon----------| 0-9 |Silt loam |ML, CL-ML, CL|A-4 | 0-2 | 0-7 |90-100|85-100|80-10 | 9-13 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 13-19 |Silt loam |ML, CL, CL-ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 19-26 |Sandy loam, |SC, CL, ML, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | loamy sand, | SM | | | | | |  | | gravelly loam | | | | | | |  | 26-38 |Sandy loam, |ML, CL-ML, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam,| SM, SC-SM | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 38-58 |Sandy loam, |SM, SC-SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |Sandy loam, |SM, SC-SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 457C: | | | | | | | | |  Freeon, very | | | | | | | | |  stony----------| 0-1 |Slightly | --- |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-5 |Silt loam |CL-ML, ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 5-9 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 9-13 |Silt loam |ML, CL-ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 13-19 |Silt loam |ML, CL-ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 19-26 |Sandy loam, |SC, CL, ML, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | loamy sand, | SM | | | | | |  | | gravelly loam | | | | | | |  | 26-38 |Sandy loam, |ML, 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 | | | | | | |  | | loam | | | | | | |  | 38-58 |Sandy loam, |SC-SM, SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |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 | | |  | | | | | | | | | 457C: | | | | | | | | |  Freeon----------| 0-9 |Silt loam |CL, ML, CL-ML|A-4 | 0-2 | 0-7 |90-100|85-100|80-10 | 9-13 |Silt loam |ML, CL-ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 13-19 |Silt loam |CL-ML, ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 19-26 |Sandy loam, |ML, SC, SM, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | loamy sand, | CL | | | | | |  | | gravelly loam | | | | | | |  | 26-38 |Sandy loam, |CL-ML, ML, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam,| SM, SC-SM | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 38-58 |Sandy loam, |SC-SM, SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |Sandy loam, |SM, SC-SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 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, |SM, SC-SM |A-2-4, A-4 | 0 | 0-15 |55-100|50-100|35-95  | | loam, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 16-19 |Loamy coarse |SM, SC-SM, |A-1, A-2, A-3| 0 | 0-15 |45-100|40-95 |20-70  | | sand, gravelly| GM, GC-GM | | | | | |  | | loamy sand, | | | | | | |  | | sand | | | | | | |  | 19-60 |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 | | |  | | | | | | | | | 525B: | | | | | | | | |  Newood, very | | | | | | | | |  stony----------| 0-4 |Sandy loam |SC-SM, SM |A-2 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-5 |Gravelly sandy |SM, CL-ML, |A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| SC-SM, ML | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 5-13 |Gravelly sandy |CL-ML, SC-SM,|A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| SM, ML | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 13-17 |Gravelly sandy |GC-GM, GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-85  | | loam, fine | SC-SM, SM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand, loam | | | | | | |  | 17-29 |Gravelly sandy |SM, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-75  | | loam, fine | GM, GC-GM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 29-37 |Gravelly sandy |GC-GM, SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, fine | SC-SM, GM | A-4 | | | | |  | | sandy loam | | | | | | |  | 37-46 |Gravelly sandy |SC-SM, GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | SC, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 46-58 |Sandy loam, |GM, SC, SC- |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| SM, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |Sandy loam, |SM, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| GC-GM, GM | A-4 | | | | |  | | 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 | | |  | | | | | | | | | 525B: | | | | | | | | |  Padwood---------| 0-4 |Sandy loam |SC-SM, SM |A-1-b, A-2-4,| 0 | 0-7 |80-100|75-100|45-80  | | | | A-4 | | | | |  | 4-5 |Sandy loam, |CL-ML, SM, |A-2-4, A-4, | 0 | 0-7 |80-100|75-100|45-95  | | gravelly fine | SC-SM, ML | A-1-b | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 5-15 |Sandy loam, |CL-ML, SC-SM,|A-1-b, A-2-4,| 0 | 0-7 |80-100|75-100|45-95  | | loam, gravelly| ML, SM | A-4 | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-27 |Gravelly sandy |SM, SC-SM, |A-1-b, A-2-4,| 0 | 0-7 |55-100|50-100|30-95  | | loam, sandy | ML, CL-ML | A-4 | | | | |  | | loam, loam, | | | | | | |  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | 27-36 |Gravelly loamy |SM, GP, SP, |A-1-a, A-2-4,| 0 | 0-7 |30-100|25-100| 7-75  | | sand, loamy | GM | A-3 | | | | |  | | fine sand | | | | | | |  | 36-50 |Fine sand, |GM, SM, SP, |A-1-a, A-2-4,| 0 | 0-7 |30-98 |25-95 | 7-70  | | sand, very | GP | A-3 | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | 50-70 |Stratified fine|SM, SC-SM, |A-2-4, A-4 | 0 | 0 | 100 | 100 |65-95  | | sand to silt | ML, CL-ML | | | | | |  | | 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 | | |  | | | | | | | | | 525B: | | | | | | | | |  Tipler----------| 0-3 |Sandy loam |SM |A-2, A-4 | 0 | 0-7 |80-100|75-100|30-90  | 3-5 |Sandy loam, |SC-SM, 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, SM, SC|A-2, A-4 | 0 | 0-7 |55-100|50-100|45-95  | | loam, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 19-26 |Sandy loam, |CL-ML, SC-SM,|A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-95  | | fine sandy | SC, SM | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 26-33 |Sandy loam, |SM, SC-SM, |A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-95  | | fine sandy | SC, CL-ML | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 33-60 |Stratified sand|GP-GM, GP, |A-3, A-1, A-2| 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 | | |  | | | | | | | | | 527B: | | | | | | | | |  Padwood---------| 0-4 |Sandy loam |SC-SM, SM |A-1-b, A-2-4,| 0 | 0-7 |80-100|75-100|45-80  | | | | A-4 | | | | |  | 4-5 |Sandy loam, |CL-ML, SM, |A-2-4, A-4, | 0 | 0-7 |80-100|75-100|45-95  | | gravelly fine | SC-SM, ML | A-1-b | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 5-15 |Sandy loam, |SM, CL-ML, |A-1-b, A-2-4,| 0 | 0-7 |80-100|75-100|45-95  | | loam, gravelly| ML, SC-SM | A-4 | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-27 |Gravelly sandy |ML, CL-ML, |A-1-b, A-2-4,| 0 | 0-7 |55-100|50-100|30-95  | | loam, sandy | SC-SM, SM | A-4 | | | | |  | | loam, loam, | | | | | | |  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | 27-36 |Gravelly loamy |GM, GP, SM, |A-1-a, A-2-4,| 0 | 0-7 |30-100|25-100| 7-75  | | sand, loamy | SP | A-3 | | | | |  | | fine sand | | | | | | |  | 36-50 |Fine sand, |SP, SM, GP, |A-1-a, A-2-4,| 0 | 0-7 |30-98 |25-95 | 7-70  | | sand, very | GM | A-3 | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | 50-70 |Stratified fine|ML, CL-ML, |A-2-4, A-4 | 0 | 0 | 100 | 100 |65-95  | | sand to silt | SM, SC-SM | | | | | |  | | 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 | | |  | | | | | | | | | 537D: | | | | | | | | |  Newot, very | | | | | | | | |  stony----------| 0-2 |Highly | --- | --- | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Sandy loam |SM, SC-SM |A-2-4 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-10 |Gravelly sandy |SC-SM, ML, |A-1-b, A-2-4,| 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| CL-ML, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 10-25 |Gravelly sandy |SC-SM, SM |A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |25-70  | | loam, loam, | | A-4 | | | | |  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 25-38 |Gravelly sandy |SC, SC-SM, SM|A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, fine | | A-4 | | | | |  | | sandy loam | | | | | | |  | 38-55 |Gravelly sandy |SM, SC, SC-SM|A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 55-60 |Gravelly sandy |GM, SC-SM, SM|A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | | A-4 | | | | |  | | 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 | | |  | | | | | | | | | 537D: | | | | | | | | |  Newood, very | | | | | | | | |  stony----------| 0-4 |Sandy loam |SC-SM, SM |A-2 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-5 |Gravelly sandy |SC-SM, SM, |A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| CL-ML, ML | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 5-13 |Gravelly sandy |CL-ML, ML, |A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| SM, SC-SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 13-17 |Gravelly sandy |GC-GM, SC-SM,|A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-85  | | loam, fine | SM, GM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand, loam | | | | | | |  | 17-29 |Gravelly sandy |GM, GC-GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-75  | | loam, fine | SC-SM, SM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 29-37 |Gravelly sandy |GC-GM, GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, fine | SC-SM, SM | A-4 | | | | |  | | sandy loam | | | | | | |  | 37-46 |Gravelly sandy |SM, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | SC, GM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 46-58 |Sandy loam, |SC, GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| SC-SM, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |Sandy loam, |GC-GM, GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| SC-SM, SM | A-4 | | | | |  | | 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 | | |  | | | | | | | | | 537D: | | | | | | | | |  Cathro----------| 0-28 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 28-49 |Loam, silty |SC, SC-SM, |A-4, A-6 | 0 | 0-5 |80-100|65-100|60-10 | | clay loam, | CL-ML, CL | | | | | |  | | sandy loam | | | | | | |  | 49-60 |Sandy loam, |SC-SM, SC, |A-4, A-6 | 0 | 0-5 |80-100|65-100|60-10 | | silty clay | CL-ML, CL | | | | | |  | | loam, loam | | | | | | |  | | | | | | | | | 545C: | | | | | | | | |  Freeon, very | | | | | | | | |  stony----------| 0-1 |Slightly | --- |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-5 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 5-9 |Silt loam |CL-ML, CL, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 9-13 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 13-19 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 19-26 |Sandy loam, |SM, SC, ML, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | loamy sand, | CL | | | | | |  | | gravelly loam | | | | | | |  | 26-38 |Sandy loam, |ML, CL-ML, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam,| SM, SC-SM | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 38-58 |Sandy loam, |SC-SM, SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |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 | | |  | | | | | | | | | 545C: | | | | | | | | |  Antigo----------| 0-9 |Silt loam |CL-ML, 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, 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, SC-SM|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 |ML, SC-SM, 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|GP-GM, SP, |A-1, A-2, A-3| 0 | 0-7 |45-100|40-95 |15-65  | | to very | SP-SM, GP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 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, SC, ML, |A-1, A-2, A-4| 0 | 0-15 |60-100|50-100|35-10 | | sandy loam, | CL | | | | | |  | | mucky sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 18-30 |Fine sandy |SC, SM, ML, |A-1, A-2, A-4| 0 | 0-15 |60-100|50-100|30-10 | | loam, silt | CL | | | | | |  | | loam, mucky | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam | | | | | | |  | 30-60 |Sand, very |GP, SM, SP |A-1, A-2, A-3| 0 | 0-15 |30-100|25-100| 7-95  | | gravelly loamy| | | | | | |  | | fine sand, | | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | 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 | | |  | | | | | | | | | 560A: | | | | | | | | |  Worwood---------| 0-1 |Slightly | --- | --- | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-2 |Sandy loam, |CL-ML, ML, |A-1-b, A-2-4,| 0 | 0-7 |55-100|50-100|45-95  | | gravelly loam,| SC-SM, SM | A-4 | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 2-10 |Sandy loam, |SM, CL-ML, |A-1-b, A-2-4,| 0 | 0-7 |55-100|50-100|45-95  | | gravelly loam,| ML, SC-SM | A-4 | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 10-15 |Sandy loam, |CL-ML, ML, |A-1-b, A-2-4,| 0 | 0-7 |55-100|50-100|45-95  | | gravelly loam,| SC-SM, SM | A-4 | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-27 |Gravelly sandy |SM, ML, |A-1-b, A-2-4,| 0 | 0-7 |55-100|50-100|30-95  | | loam, sandy | SC-SM, CL-ML| A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 27-38 |Gravelly loamy |SP, SM, GP, |A-1-a, A-2-4,| 0 | 0-7 |45-100|40-95 |20-70  | | sand, loamy | GM | A-3 | | | | |  | | sand | | | | | | |  | 38-50 |Gravelly coarse|SM, GP, SP, |A-1-a, A-3 | 0 | 0-7 |45-100|40-95 | 7-70  | | sand, sand, | GM | | | | | |  | | very gravelly | | | | | | |  | | coarse sand | | | | | | |  | 50-70 |Stratified fine|CL-ML, ML, |A-2-4, A-4 | 0 | 0 |98-100|97-100|65-95  | | sand to silt | SC-SM, SM | | | | | |  | | 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 | | |  | | | | | | | | | 571E: | | | | | | | | |  Pelissier-------| 0-2 |Highly | --- | --- | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-6 |Gravelly sandy |GM, SC-SM, SM|A-1-b, A-2-4 | 0 | 0-7 |80-100|75-100|45-95  | | loam | | | | | | |  | 6-10 |Gravelly sandy |GM, SC-SM, |A-1-b, A-2-4,| 0-4 | 0-7 |60-80 |50-75 |20-60  | | loam, gravelly| SM, SP-SM | A-3 | | | | |  | | loamy sand | | | | | | |  | 10-21 |Very gravelly |GP-GM, GM, |A-1, A-2-4, | 0-4 | 0-7 |40-75 |25-75 | 5-60  | | loamy coarse | SP-SM, SM | A-3 | | | | |  | | sand, gravelly| | | | | | |  | | coarse sand | | | | | | |  | 21-80 |Very gravelly |SP-SM, GP, |A-1, A-2, A-3| 0-4 | 0-7 |35-85 |25-75 | 5-55  | | coarse sand, | GP-GM, SP | | | | | |  | | very gravelly | | | | | | |  | | sand, | | | | | | |  | | extremely | | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 612A: | | | | | | | | |  Magnor, very | | | | | | | | |  stony----------| 0-4 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 4-11 |Silt loam |CL-ML, ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 11-16 |Silt loam |ML, CL, 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, |CL, ML, SC, |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |30-80  | | fine sandy | SM | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 39-58 |Fine sandy |ML, SC, SM, |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |30-80  | | loam, sandy | CL | | | | | |  | | loam, gravelly| | | | | | |  | | 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 | | |  | | | | | | | | | 612A: | | | | | | | | |  Ossmer----------| 0-4 |Silt loam |ML, CL-ML |A-4 | 0 | 0-7 |95-100|90-100|70-10 | 4-6 |Silt loam |CL-ML, ML |A-4 | 0 | 0-7 |95-100|90-100|70-10 | 6-11 |Silt loam |CL, ML, CL-ML|A-4 | 0 | 0-7 |95-100|90-100|70-10 | 11-26 |Silt loam |CL, CL-ML, ML|A-4 | 0 | 0-7 |95-100|90-100|70-10 | 26-34 |Loam, gravelly |ML, SC, SM, |A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-95  | | sandy loam | CL | | | | | |  | 34-38 |Sandy loam, |SM, SC, ML, |A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-95  | | gravelly sandy| CL | | | | | |  | | loam, loam | | | | | | |  | 38-60 |Stratified sand|SP, GP-GM, |A-1, A-2, A-3| 0 | 0-7 |45-100|40-95 |15-65  | | to very | SP-SM, GP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 623A: | | | | | | | | |  Capitola, very | | | | | | | | |  stony----------| 0-5 |Muck |PT |A-8 | 0 | 0 | 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, |CL, ML, SC, |A-2-4, A-4 | 0-5 | 0-7 |80-100|75-100|45-10 | | loam, sandy | SM | | | | | |  | | loam, fine | | | | | | |  | | 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 | | | | | | |  | | | | | | | | | 
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 | | |  | | | | | | | | | 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 |ML, CL, CL-ML|A-4 | 0 | 0-7 |95-100|90-100|70-10 | 11-26 |Silt loam |CL, CL-ML, ML|A-4 | 0 | 0-7 |95-100|90-100|70-10 | 26-34 |Loam, gravelly |CL, SM, ML, |A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-95  | | sandy loam | SC | | | | | |  | 34-38 |Sandy loam, |CL, SM, SC, |A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-95  | | gravelly sandy| ML | | | | | |  | | loam, loam | | | | | | |  | 38-60 |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 | | | | | | |  | | | | | | | | | 632B: | | | | | | | | |  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 |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 |SM, SC, ML, |A-4 | 0 | 0 |95-100|90-100|65-95  | | loam, very | CL | | | | | |  | | fine sandy | | | | | | |  | | loam, sandy | | | | | | |  | | loam, loam | | | | | | |  | 41-60 |Stratified fine|ML, SC-SM, |A-4 | 0 | 0 |95-100|90-100|60-95  | | sand to silt | SM, CL-ML | | | | | |  | | | | | | | | | 
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 | | |  | | | | | | | | | 637B: | | | | | | | | |  Newood, very | | | | | | | | |  stony----------| 0-4 |Sandy loam |SM, SC-SM |A-2 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-5 |Gravelly sandy |CL-ML, SM, |A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| ML, SC-SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 5-13 |Gravelly sandy |SC-SM, ML, |A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| CL-ML, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 13-17 |Gravelly sandy |SM, GC-GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-85  | | loam, fine | GM, SC-SM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand, loam | | | | | | |  | 17-29 |Gravelly sandy |GM, SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-75  | | loam, fine | SC-SM, GC-GM| A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 29-37 |Gravelly sandy |SC-SM, GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, fine | GC-GM, SM | A-4 | | | | |  | | sandy loam | | | | | | |  | 37-46 |Gravelly sandy |SM, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | SC, GM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 46-58 |Sandy loam, |GM, SC, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| SC-SM, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |Sandy loam, |GM, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| SM, GC-GM | A-4 | | | | |  | | 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 | | |  | | | | | | | | | 637C: | | | | | | | | |  Newood, very | | | | | | | | |  stony----------| 0-4 |Sandy loam |SM, SC-SM |A-2 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-5 |Gravelly sandy |CL-ML, ML, |A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| SC-SM, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 5-13 |Gravelly sandy |CL-ML, ML, |A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| SC-SM, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 13-17 |Gravelly sandy |SM, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-85  | | loam, fine | GC-GM, GM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand, loam | | | | | | |  | 17-29 |Gravelly sandy |GC-GM, GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-75  | | loam, fine | SM, SC-SM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 29-37 |Gravelly sandy |GC-GM, GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, fine | SC-SM, SM | A-4 | | | | |  | | sandy loam | | | | | | |  | 37-46 |Gravelly sandy |SM, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | SC, GM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 46-58 |Sandy loam, |SC-SM, GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| SC, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |Sandy loam, |SM, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| GM, GC-GM | A-4 | | | | |  | | 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 | | |  | | | | | | | | | 642B: | | | | | | | | |  Pesabic, very | | | | | | | | |  stony----------| 0-3 |Moderately | --- | --- | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 3-4 |Sandy loam |SC-SM, SM |A-2 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-16 |Sandy loam, |SC-SM, ML, |A-1, A-2, A-4| 0-5 | 0-7 |75-100|50-90 |40-85  | | fine sandy | CL-ML, SM | | | | | |  | | loam, loam, | | | | | | |  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 16-30 |Sandy loam, |SC-SM, SM, SC|A-1, A-2, A-4| 0-5 | 0-7 |55-95 |50-90 |25-85  | | fine sandy | | | | | | |  | | loam, loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 30-39 |Sandy loam, |SC, SM, SC-SM|A-1, A-2, A-4| 0-5 | 0-7 |55-95 |50-90 |25-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 39-53 |Gravelly sandy |SM, SC-SM, SC|A-1, A-2, A-4| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 53-84 |Gravelly sandy |SC, SC-SM, SM|A-1, A-2, A-4| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | |  Capitola, very | | | | | | | | |  stony----------| 0-5 |Muck |PT |A-8 | 0 | 0 | 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, |SM, SC, ML, |A-2-4, A-4 | 0-5 | 0-7 |80-100|75-100|45-10 | | loam, sandy | CL | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 22-33 |Sandy loam, |SM, SC |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, |SM, SC-SM |A-1-b, A-2-4 | 0-5 | 0-7 |60-100|50-90 |30-60  | | fine sandy | | | | | | |  | | 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 | | |  | | | | | | | | | 642B: | | | | | | | | |  Newood, very | | | | | | | | |  stony----------| 0-4 |Sandy loam |SM, SC-SM |A-2 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-5 |Gravelly sandy |CL-ML, ML, |A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| SM, SC-SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 5-13 |Gravelly sandy |SC-SM, SM, |A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| ML, CL-ML | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 13-17 |Gravelly sandy |GC-GM, GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-85  | | loam, fine | SC-SM, SM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand, loam | | | | | | |  | 17-29 |Gravelly sandy |GC-GM, SC-SM,|A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-75  | | loam, fine | SM, GM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 29-37 |Gravelly sandy |GC-GM, GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, fine | SM, SC-SM | A-4 | | | | |  | | sandy loam | | | | | | |  | 37-46 |Gravelly sandy |SC-SM, SC, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | GM, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 46-58 |Sandy loam, |SC, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| SM, GM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |Sandy loam, |GC-GM, GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| SC-SM, SM | A-4 | | | | |  | | 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 | | |  | | | | | | | | | 648B: | | | | | | | | |  Sconsin---------| 0-4 |Silt loam |CL-ML, ML |A-4 | 0 | 0-7 |95-100|90-100|70-10 | 4-5 |Silt loam |CL-ML, ML |A-4 | 0 | 0-7 |95-100|90-100|70-10 | 5-10 |Silt loam |CL-ML, ML |A-4 | 0 | 0-7 |95-100|90-100|70-10 | 10-18 |Silt loam |CL-ML, ML |A-4 | 0 | 0-7 |95-100|90-100|70-10 | 18-27 |Silt loam |CL-ML, ML |A-4 | 0 | 0-7 |95-100|90-100|70-10 | 27-34 |Loam, gravelly |SM, SC, ML, |A-1-b, A-2, | 0 | 0-7 |60-100|55-95 |30-90  | | sandy loam, | CL | A-4 | | | | |  | | very gravelly | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 34-38 |Sandy loam, |SM, SC, ML, |A-1-b, A-2, | 0 | 0-7 |60-100|55-95 |30-90  | | gravelly loam,| CL | A-4 | | | | |  | | very gravelly | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 38-60 |Stratified sand|SP, GP-GM, |A-1, A-2, A-3| 0 | 0-7 |45-100|40-95 |15-65  | | to very | SP-SM, GP | | | | | |  | | 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, |SC-SM, SM |A-2, A-4 | 0 | 0-7 |55-100|50-100|30-95  | | gravelly fine | | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 5-19 |Sandy loam, |SM, SC, SC-SM|A-2, A-4 | 0 | 0-7 |55-100|50-100|45-95  | | loam, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 19-26 |Sandy loam, |CL-ML, SM, |A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-95  | | fine sandy | SC-SM, SC | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 26-33 |Sandy loam, |CL-ML, SC, |A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-95  | | fine sandy | SC-SM, SM | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 33-60 |Stratified sand|GP, GP-GM, |A-3, A-1, A-2| 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 | | |  | | | | | | | | | 737D: | | | | | | | | |  Santiago, very | | | | | | | | |  stony----------| 0-4 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 4-16 |Silt loam |CL-ML, ML |A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 16-22 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 22-44 |Sandy loam, |SC, SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam, | | | | | | |  | | fine sandy | | | | | | |  | | loam, loam | | | | | | |  | 44-60 |Sandy loam, |SC, SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | | | | | | | | | 748A: | | | | | | | | |  Brander---------| 0-10 |Silt loam |CL, CL-ML |A-4 | 0 | 0-7 |95-100|90-100|85-95  | 10-17 |Silt loam |CL-ML, CL |A-4 | 0 | 0-7 |95-100|90-100|85-95  | 17-22 |Silt loam |CL |A-4, A-6 | 0 | 0-7 |95-100|90-100|85-95  | 22-32 |Silt loam |CL |A-4, A-6 | 0 | 0-7 |95-100|90-100|85-95  | 32-35 |Gravelly loam, |CL, GM, ML, |A-1-b, A-2-4,| 0 | 0-7 |50-100|45-100|25-95  | | sandy loam, | SC | A-4 | | | | |  | | very gravelly | | | | | | |  | | sandy loam | | | | | | |  | 35-60 |Stratified sand|SP-SM, GP-GM,|A-1, A-2, A-3| 0 | 0-7 |45-100|40-95 |15-65  | | to very | GP, SP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 755A: | | | | | | | | |  Moppet----------| 0-4 |Fine sandy loam|SC-SM, CL-ML,|A-2-4, A-4 | 0 | 0 | 100 | 100 |60-95  | | | CL, SC | | | | | |  | 4-10 |Fine sandy |CL, ML, SC, |A-4 | 0 | 0 | 100 | 100 |75-10 | | loam, loam, | SM | | | | | |  | | silt loam | | | | | | |  | 10-39 |Fine sandy |SC, CL, ML, |A-4 | 0 | 0 | 100 | 100 |75-10 | | loam, loam, | SM | | | | | |  | | silt loam | | | | | | |  | 39-60 |Gravelly sand, |SM, SP, SP-SM|A-4, A-2-4, | 0 | 0 |55-100|50-100|15-95  | | fine sand, | | A-1-b | | | | |  | | 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 | | |  | | | | | | | | | 755A: | | | | | | | | |  Fordum----------| 0-6 |Silt loam |CL-ML, ML, CL|A-4, A-6 | 0 | 0-7 |80-100|75-100|70-10 | 6-18 |Silt loam, fine|SC, SM, ML, |A-1, A-2, A-4| 0 | 0-15 |60-100|50-100|35-10 | | sandy loam, | CL | | | | | |  | | mucky sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 18-30 |Fine sandy |SM, CL, 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 |GP, SM, SP |A-1, A-2, A-3| 0 | 0-15 |30-100|25-100| 7-95  | | gravelly loamy| | | | | | |  | | fine sand, | | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | fine sand | | | | | | |  | | | | | | | | | 757B: | | | | | | | | |  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 |ML, CL-ML, CL|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-ML, CL, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 21-39 |Sandy loam, |SM, SC, ML, |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |30-80  | | fine sandy | CL | | | | | |  | | loam, gravelly| | | | | | |  | | 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 | | | | | |  | | loam, gravelly| | | | | | |  | | 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 | | |  | | | | | | | | | 757B: | | | | | | | | |  Freeon, very | | | | | | | | |  stony----------| 0-1 |Slightly | --- |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-5 |Silt loam |ML, CL-ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 5-9 |Silt loam |CL, ML, CL-ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 9-13 |Silt loam |ML, CL-ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 13-19 |Silt loam |CL-ML, ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 19-26 |Sandy loam, |CL, ML, SC, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | loamy sand, | SM | | | | | |  | | gravelly loam | | | | | | |  | 26-38 |Sandy loam, |ML, SC-SM, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam,| SM, CL-ML | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 38-58 |Sandy loam, |SM, SC-SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |Sandy loam, |SM, SC-SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | |  Magnor----------| 0-8 |Silt loam |CL, CL-ML, ML|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 |ML, CL-ML, CL|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, |ML, SC, SM, |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |30-80  | | fine sandy | CL | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 39-58 |Fine sandy |SC, SM, CL, |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |30-80  | | loam, sandy | ML | | | | | |  | | loam, gravelly| | | | | | |  | | 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 | | |  | | | | | | | | | 757B: | | | | | | | | |  Freeon----------| 0-9 |Silt loam |CL-ML, ML, CL|A-4 | 0-2 | 0-7 |90-100|85-100|80-10 | 9-13 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 13-19 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 19-26 |Sandy loam, |ML, CL, SC, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | loamy sand, | SM | | | | | |  | | gravelly loam | | | | | | |  | 26-38 |Sandy loam, |CL-ML, SC-SM,|A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam,| ML, SM | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 38-58 |Sandy loam, |SM, SC-SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |Sandy loam, |SM, SC-SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 766A: | | | | | | | | |  Moppet----------| 0-4 |Fine sandy loam|CL-ML, SC, |A-2-4, A-4 | 0 | 0 | 100 | 100 |60-95  | | | SC-SM, CL | | | | | |  | 4-10 |Fine sandy |SM, SC, CL, |A-4 | 0 | 0 | 100 | 100 |75-10 | | loam, loam, | ML | | | | | |  | | silt loam | | | | | | |  | 10-39 |Fine sandy |SC, ML, CL, |A-4 | 0 | 0 | 100 | 100 |75-10 | | loam, loam, | SM | | | | | |  | | silt loam | | | | | | |  | 39-60 |Gravelly sand, |SP-SM, SP, SM|A-4, A-2-4, | 0 | 0 |55-100|50-100|15-95  | | fine sand, | | A-1-b | | | | |  | | 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 | | |  | | | | | | | | | 822A: | | | | | | | | |  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, ML|A-4 | 0 | 0 |98-100|95-100|90-10 | 15-21 |Silt loam, |CL |A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 21-34 |Silt loam, |CL |A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 34-44 |Stratified silt|CL, CL-ML, ML|A-4 | 0 | 0 |98-100|95-100|85-10 | | loam to very | | | | | | |  | | fine sand | | | | | | |  | 44-60 |Stratified silt|CL-ML, ML, CL|A-4 | 0 | 0 |98-100|95-100|85-10 | | loam to very | | | | | | |  | | fine sand | | | | | | |  | | | | | | | | |  Magnor, very | | | | | | | | |  stony----------| 0-4 |Silt loam |ML, CL, CL-ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 4-11 |Silt loam |ML, CL-ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 11-16 |Silt loam |ML, CL-ML, CL|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, |ML, SC, SM, |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |30-80  | | fine sandy | CL | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 39-58 |Fine sandy |SM, SC, ML, |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |30-80  | | loam, sandy | CL | | | | | |  | | loam, gravelly| | | | | | |  | | 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 | | | | | | |  | | | | | | | | | 
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 | | |  | | | | | | | | | 822A: | | | | | | | | |  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 |ML, CL-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, gravelly |ML, CL, SM, |A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-95  | | sandy loam | SC | | | | | |  | 34-38 |Sandy loam, |SM, SC, ML, |A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-95  | | gravelly sandy| CL | | | | | |  | | loam, loam | | | | | | |  | 38-60 |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 | | | | | | |  | | | | | | | | | 837E: | | | | | | | | |  Newot, very | | | | | | | | |  stony----------| 0-2 |Highly | --- | --- | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Sandy loam |SM, SC-SM |A-2-4 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-10 |Gravelly sandy |SC-SM, SM, |A-1-b, A-2-4,| 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| ML, CL-ML | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 10-25 |Gravelly sandy |SC-SM, SM |A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |25-70  | | loam, loam, | | A-4 | | | | |  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 25-38 |Gravelly sandy |SM, SC-SM, SC|A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, fine | | A-4 | | | | |  | | sandy loam | | | | | | |  | 38-55 |Gravelly sandy |SM, SC-SM, SC|A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 55-60 |Gravelly sandy |GM, SC-SM, SM|A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | | A-4 | | | | |  | | 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 | | |  | | | | | | | | | 848A: | | | | | | | | |  Ribriver--------| 0-5 |Silt loam |CL, CL-ML |A-4 | 0 | 0-7 |95-100|90-100|85-95  | 5-10 |Silt loam |CL, CL-ML |A-4 | 0 | 0-7 |95-100|90-100|85-95  | 10-17 |Silt loam |CL |A-6 | 0 | 0-7 |95-100|90-100|85-95  | 17-24 |Silt loam |CL |A-6 | 0 | 0-7 |95-100|90-100|85-95  | 24-45 |Silt loam |CL |A-6 | 0 | 0-7 |95-100|90-100|85-95  | 45-48 |Gravelly sandy |CL, SC, GM, |A-1-b, A-2-4,| 0 | 0-15 |50-100|45-100|25-95  | | loam, very | ML | A-4 | | | | |  | | gravelly loam,| | | | | | |  | | sandy loam, | | | | | | |  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | 48-60 |Stratified sand|GP-GM, SP, |A-1, A-2, A-3| 0 | 0-15 |45-100|40-95 |15-65  | | to very | SP-SM, GP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 863B: | | | | | | | | |  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 |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|ML, CL-ML, CL|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 | | |  | | | | | | | | | 863B: | | | | | | | | |  Freeon, very | | | | | | | | |  stony----------| 0-1 |Slightly | --- |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-5 |Silt loam |CL-ML, CL, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 5-9 |Silt loam |CL, ML, CL-ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 9-13 |Silt loam |CL-ML, ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 13-19 |Silt loam |CL, ML, CL-ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 19-26 |Sandy loam, |CL, SC, ML, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | loamy sand, | SM | | | | | |  | | gravelly loam | | | | | | |  | 26-38 |Sandy loam, |SM, CL-ML, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam,| ML, SC-SM | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 38-58 |Sandy loam, |SC-SM, SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |Sandy loam, |SM, SC-SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | |  Sconsin---------| 0-4 |Silt loam |CL-ML, ML |A-4 | 0 | 0-7 |95-100|90-100|70-10 | 4-5 |Silt loam |CL-ML, ML |A-4 | 0 | 0-7 |95-100|90-100|70-10 | 5-10 |Silt loam |ML, CL-ML |A-4 | 0 | 0-7 |95-100|90-100|70-10 | 10-18 |Silt loam |ML, CL-ML |A-4 | 0 | 0-7 |95-100|90-100|70-10 | 18-27 |Silt loam |CL-ML, ML |A-4 | 0 | 0-7 |95-100|90-100|70-10 | 27-34 |Loam, gravelly |ML, SM, CL, |A-1-b, A-2, | 0 | 0-7 |60-100|55-95 |30-90  | | sandy loam, | SC | A-4 | | | | |  | | very gravelly | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 34-38 |Sandy loam, |CL, ML, SC, |A-1-b, A-2, | 0 | 0-7 |60-100|55-95 |30-90  | | gravelly loam,| SM | A-4 | | | | |  | | very gravelly | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 38-60 |Stratified sand|SP, SP-SM, |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 | | |  | | | | | | | | | 923A: | | | | | | | | |  Capitola, very | | | | | | | | |  stony----------| 0-5 |Muck |PT |A-8 | 0 | 0 | 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, |SM, CL, ML, |A-2-4, A-4 | 0-5 | 0-7 |80-100|75-100|45-10 | | loam, sandy | SC | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 22-33 |Sandy loam, |SM, SC |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 | | | | | | |  | | | | | | | | |  Cebana, very | | | | | | | | |  stony----------| 0-8 |Silt loam |CL-ML, CL |A-4 | 0-2 | 0-5 |95-100|90-100|80-10 | 8-13 |Silt loam |CL, ML |A-4 | 0-2 | 0-5 |95-100|90-100|80-10 | 13-27 |Silt loam |CL, ML |A-4 | 0-2 | 0-5 |95-100|90-100|80-10 | 27-49 |Loam, fine |SC |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | sandy loam, | | | | | | |  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 49-67 |Sandy loam, |SM |A-2, A-1 | 0-5 | 0-7 |60-100|50-90 |30-60  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 67-80 |Sandy loam, |SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-60  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | 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 | | |  | | | | | | | | | 956B: | | | | | | | | |  Magnor, very | | | | | | | | |  stony----------| 0-4 |Silt loam |ML, CL-ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 4-11 |Silt loam |ML, CL-ML, CL|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-ML, ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 21-39 |Sandy loam, |SC, ML, CL, |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |30-80  | | fine sandy | SM | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 39-58 |Fine sandy |SM, SC, CL, |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |30-80  | | loam, sandy | ML | | | | | |  | | loam, gravelly| | | | | | |  | | 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 | | | | | | |  | | | | | | | | | 957B: | | | | | | | | |  Freeon, very | | | | | | | | |  stony----------| 0-1 |Slightly | --- |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-5 |Silt loam |CL, ML, CL-ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 5-9 |Silt loam |ML, CL-ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 9-13 |Silt loam |ML, CL-ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 13-19 |Silt loam |ML, CL-ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 19-26 |Sandy loam, |SC, CL, ML, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | loamy sand, | SM | | | | | |  | | gravelly loam | | | | | | |  | 26-38 |Sandy loam, |CL-ML, SC-SM,|A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam,| SM, ML | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 38-58 |Sandy loam, |SC-SM, SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |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 | | |  | | | | | | | | | 957C: | | | | | | | | |  Freeon, very | | | | | | | | |  stony----------| 0-1 |Slightly | --- |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-5 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 5-9 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 9-13 |Silt loam |ML, CL-ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 13-19 |Silt loam |ML, CL-ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 19-26 |Sandy loam, |ML, SM, SC, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | loamy sand, | CL | | | | | |  | | gravelly loam | | | | | | |  | 26-38 |Sandy loam, |SM, SC-SM, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam,| ML, CL-ML | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 38-58 |Sandy loam, |SC-SM, SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |Sandy loam, |SC-SM, SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 2015. | | | | | | | | |  Pits | | | | | | | | |  | | | | | | | | | 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 |CL-ML, 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|ML, CL-ML, CL|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 | | |  | | | | | | | | | 3456A: | | | | | | | | |  Magnor, very | | | | | | | | |  stony----------| 0-4 |Silt loam |CL-ML, ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 4-11 |Silt loam |ML, CL-ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 11-16 |Silt loam |CL-ML, ML, CL|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, |CL, ML, SC, |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |30-80  | | fine sandy | SM | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 39-58 |Fine sandy |CL, ML, SC, |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |30-80  | | loam, sandy | SM | | | | | |  | | loam, gravelly| | | | | | |  | | 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 | | | | | | |  | | | | | | | | |  Magnor----------| 0-8 |Silt loam |ML, CL-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 |CL, CL-ML, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 21-39 |Sandy loam, |CL, SC, SM, |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |30-80  | | fine sandy | ML | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 39-58 |Fine sandy |CL, ML, SC, |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |30-80  | | loam, sandy | SM | | | | | |  | | loam, gravelly| | | | | | |  | | 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 | | |  | | | | | | | | | 3525C: | | | | | | | | |  Newood, very | | | | | | | | |  stony----------| 0-4 |Sandy loam |SC-SM, SM |A-2 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-5 |Gravelly sandy |SC-SM, ML, |A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| CL-ML, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 5-13 |Gravelly sandy |CL-ML, ML, |A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| SC-SM, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 13-17 |Gravelly sandy |GC-GM, GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-85  | | loam, fine | SC-SM, SM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand, loam | | | | | | |  | 17-29 |Gravelly sandy |GM, SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-75  | | loam, fine | SC-SM, GC-GM| A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 29-37 |Gravelly sandy |SM, GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, fine | GC-GM, SC-SM| A-4 | | | | |  | | sandy loam | | | | | | |  | 37-46 |Gravelly sandy |GM, SC, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | SC-SM, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 46-58 |Sandy loam, |SC, GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| SC-SM, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |Sandy loam, |GM, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| SM, GC-GM | A-4 | | | | |  | | 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 | | |  | | | | | | | | | 3525C: | | | | | | | | |  Padwood---------| 0-4 |Sandy loam |SC-SM, SM |A-1-b, A-2-4,| 0 | 0-7 |80-100|75-100|45-80  | | | | A-4 | | | | |  | 4-5 |Sandy loam, |ML, SC-SM, |A-2-4, A-4, | 0 | 0-7 |80-100|75-100|45-95  | | gravelly fine | SM, CL-ML | A-1-b | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 5-15 |Sandy loam, |ML, CL-ML, |A-1-b, A-2-4,| 0 | 0-7 |80-100|75-100|45-95  | | loam, gravelly| SM, SC-SM | A-4 | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-27 |Gravelly sandy |SC-SM, SM, |A-1-b, A-2-4,| 0 | 0-7 |55-100|50-100|30-95  | | loam, sandy | CL-ML, ML | A-4 | | | | |  | | loam, loam, | | | | | | |  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | 27-36 |Gravelly loamy |GM, GP, SM, |A-1-a, A-2-4,| 0 | 0-7 |30-100|25-100| 7-75  | | sand, loamy | SP | A-3 | | | | |  | | fine sand | | | | | | |  | 36-50 |Fine sand, |SP, GM, GP, |A-1-a, A-2-4,| 0 | 0-7 |30-98 |25-95 | 7-70  | | sand, very | SM | A-3 | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | 50-70 |Stratified fine|CL-ML, ML, |A-2-4, A-4 | 0 | 0 | 100 | 100 |65-95  | | sand to silt | SC-SM, SM | | | | | |  | | 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 | | |  | | | | | | | | | 3525C: | | | | | | | | |  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, |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, |SM, SC-SM, |A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-90  | | gravelly loam,| SC, CL-ML | | | | | |  | | 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 | | | | | | |  | | | | | | | | | 
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 | | |  | | | | | | | | | 3546C: | | | | | | | | |  Newood, very | | | | | | | | |  stony----------| 0-4 |Sandy loam |SC-SM, SM |A-2 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-5 |Gravelly sandy |SC-SM, CL-ML,|A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| ML, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 5-13 |Gravelly sandy |SM, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| ML, CL-ML | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 13-17 |Gravelly sandy |GC-GM, SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-85  | | loam, fine | SC-SM, GM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand, loam | | | | | | |  | 17-29 |Gravelly sandy |SM, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-75  | | loam, fine | GM, GC-GM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 29-37 |Gravelly sandy |SM, GC-GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, fine | SC-SM, GM | A-4 | | | | |  | | sandy loam | | | | | | |  | 37-46 |Gravelly sandy |GM, SC, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | SC-SM, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 46-58 |Sandy loam, |GM, SC, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| SC-SM, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |Sandy loam, |GC-GM, GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| SC-SM, SM | A-4 | | | | |  | | 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 | | |  | | | | | | | | | 3546C: | | | | | | | | |  Pence, very | | | | | | | | |  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|SP-SM, GM, |A-1-b, A-3 | 0 | 0-15 |45-100|40-95 |20-70  | | sand, loamy | GP-GM, SM | | | | | |  | | sand, sand, | | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 21-60 |Stratified sand|GP, GP-GM, |A-2, A-3, A-1| 0 | 0-15 |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 | | |  | | | | | | | | | 3556C: | | | | | | | | |  Newood, very | | | | | | | | |  stony----------| 0-4 |Sandy loam |SC-SM, SM |A-2 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-5 |Gravelly sandy |CL-ML, ML, |A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| SC-SM, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 5-13 |Gravelly sandy |SC-SM, ML, |A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| SM, CL-ML | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 13-17 |Gravelly sandy |SC-SM, SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-85  | | loam, fine | GM, GC-GM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand, loam | | | | | | |  | 17-29 |Gravelly sandy |GC-GM, GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-75  | | loam, fine | SC-SM, SM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 29-37 |Gravelly sandy |GC-GM, GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, fine | SC-SM, SM | A-4 | | | | |  | | sandy loam | | | | | | |  | 37-46 |Gravelly sandy |SM, SC, GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | SC-SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 46-58 |Sandy loam, |GM, SC, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| SC-SM, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |Sandy loam, |GC-GM, GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| SC-SM, SM | A-4 | | | | |  | | 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 | | |  | | | | | | | | | 3556C: | | | | | | | | |  Magnor, very | | | | | | | | |  stony----------| 0-4 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 4-11 |Silt loam |CL, CL-ML, 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 |CL-ML, CL, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 21-39 |Sandy loam, |SC, ML, CL, |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |30-80  | | fine sandy | SM | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 39-58 |Fine sandy |CL, ML, SC, |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |30-80  | | loam, sandy | SM | | | | | |  | | loam, gravelly| | | | | | |  | | 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 | | | | | | |  | | | | | | | | |  Cathro----------| 0-28 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 28-49 |Loam, silty |CL, SC-SM, |A-4, A-6 | 0 | 0-5 |80-100|65-100|60-10 | | clay loam, | SC, CL-ML | | | | | |  | | sandy loam | | | | | | |  | 49-60 |Sandy loam, |SC-SM, CL-ML,|A-4, A-6 | 0 | 0-5 |80-100|65-100|60-10 | | silty clay | CL, SC | | | | | |  | | loam, 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 | | |  | | | | | | | | | 3561A: | | | | | | | | |  Pesabic, very | | | | | | | | |  stony----------| 0-3 |Moderately | --- | --- | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 3-4 |Sandy loam |SM, SC-SM |A-2 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-16 |Sandy loam, |SC-SM, CL-ML,|A-1, A-2, A-4| 0-5 | 0-7 |75-100|50-90 |40-85  | | fine sandy | ML, SM | | | | | |  | | loam, loam, | | | | | | |  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 16-30 |Sandy loam, |SC-SM, SM, SC|A-1, A-2, A-4| 0-5 | 0-7 |55-95 |50-90 |25-85  | | fine sandy | | | | | | |  | | loam, loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 30-39 |Sandy loam, |SM, SC-SM, SC|A-1, A-2, A-4| 0-5 | 0-7 |55-95 |50-90 |25-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 39-53 |Gravelly sandy |SC-SM, SM, SC|A-1, A-2, A-4| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 53-84 |Gravelly sandy |SC, SC-SM, SM|A-1, A-2, A-4| 0-5 | 0-7 |55-95 |50-90 |30-75  | | 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 | | |  | | | | | | | | | 3561A: | | | | | | | | |  Worwood---------| 0-1 |Slightly | --- | --- | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-2 |Sandy loam, |SC-SM, ML, |A-1-b, A-2-4,| 0 | 0-7 |55-100|50-100|45-95  | | gravelly loam,| CL-ML, SM | A-4 | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 2-10 |Sandy loam, |CL-ML, ML, |A-1-b, A-2-4,| 0 | 0-7 |55-100|50-100|45-95  | | gravelly loam,| SC-SM, SM | A-4 | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 10-15 |Sandy loam, |ML, SC-SM, |A-1-b, A-2-4,| 0 | 0-7 |55-100|50-100|45-95  | | gravelly loam,| CL-ML, SM | A-4 | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-27 |Gravelly sandy |SM, SC-SM, |A-1-b, A-2-4,| 0 | 0-7 |55-100|50-100|30-95  | | loam, sandy | ML, CL-ML | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 27-38 |Gravelly loamy |GM, SP, SM, |A-1-a, A-2-4,| 0 | 0-7 |45-100|40-95 |20-70  | | sand, loamy | GP | A-3 | | | | |  | | sand | | | | | | |  | 38-50 |Gravelly coarse|GP, SP, SM, |A-1-a, A-3 | 0 | 0-7 |45-100|40-95 | 7-70  | | sand, sand, | GM | | | | | |  | | very gravelly | | | | | | |  | | coarse sand | | | | | | |  | 50-70 |Stratified fine|CL-ML, ML, |A-2-4, A-4 | 0 | 0 |98-100|97-100|65-95  | | sand to silt | SM, SC-SM | | | | | |  | | 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 | | |  | | | | | | | | | 3561A: | | | | | | | | |  Worcester-------| 0-2 |Sandy loam |SM |A-2-4, A-4 | 0 | 0-7 |80-100|75-100|45-90  | 2-3 |Sandy loam, |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 | | | | | | |  | 3-6 |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 | | | | | | |  | 6-16 |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 | | | | | | |  | 16-20 |Sandy loam, |CL-ML, SC-SM,|A-1-b, A-2-4,| 0 | 0-7 |55-100|50-100|35-95  | | loamy sand, | SM, SC | A-4 | | | | |  | | gravelly loam | | | | | | |  | 20-32 |Sandy loam, |SC, SC-SM, |A-1-b, A-2-4,| 0 | 0-7 |55-100|50-100|35-95  | | fine sandy | SM, CL-ML | A-4 | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 32-39 |Gravelly loamy |SM, GM |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 | | | | | | |  | | | | | | | | | 
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 | | |  | | | | | | | | | 3569C: | | | | | | | | |  Newood, very | | | | | | | | |  stony----------| 0-4 |Sandy loam |SM, SC-SM |A-2 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-5 |Gravelly sandy |SM, ML, |A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| CL-ML, SC-SM| A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 5-13 |Gravelly sandy |CL-ML, ML, |A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| SM, SC-SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 13-17 |Gravelly sandy |SM, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-85  | | loam, fine | GM, GC-GM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand, loam | | | | | | |  | 17-29 |Gravelly sandy |SM, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-75  | | loam, fine | GM, GC-GM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 29-37 |Gravelly sandy |GC-GM, GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, fine | SC-SM, SM | A-4 | | | | |  | | sandy loam | | | | | | |  | 37-46 |Gravelly sandy |GM, SC, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | SC-SM, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 46-58 |Sandy loam, |GM, SC, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| SC-SM, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |Sandy loam, |GC-GM, GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| SC-SM, SM | A-4 | | | | |  | | 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 | | |  | | | | | | | | | 3569C: | | | | | | | | |  Pesabic, very | | | | | | | | |  stony----------| 0-3 |Moderately | --- | --- | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 3-4 |Sandy loam |SM, SC-SM |A-2 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-16 |Sandy loam, |CL-ML, ML, |A-1, A-2, A-4| 0-5 | 0-7 |75-100|50-90 |40-85  | | fine sandy | SC-SM, SM | | | | | |  | | loam, loam, | | | | | | |  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 16-30 |Sandy loam, |SC, SC-SM, SM|A-1, A-2, A-4| 0-5 | 0-7 |55-95 |50-90 |25-85  | | fine sandy | | | | | | |  | | loam, loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 30-39 |Sandy loam, |SM, SC, SC-SM|A-1, A-2, A-4| 0-5 | 0-7 |55-95 |50-90 |25-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 39-53 |Gravelly sandy |SM, SC, SC-SM|A-1, A-2, A-4| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 53-84 |Gravelly sandy |SC-SM, SC, SM|A-1, A-2, A-4| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | |  Cathro----------| 0-28 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 28-49 |Loam, silty |CL, CL-ML, |A-4, A-6 | 0 | 0-5 |80-100|65-100|60-10 | | clay loam, | SC, 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 | | | | | | |  | | | | | | | | | 
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 | | |  | | | | | | | | | 3666B: | | | | | | | | |  Pesabic, very | | | | | | | | |  stony----------| 0-3 |Moderately | --- | --- | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 3-4 |Sandy loam |SM, SC-SM |A-2 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-16 |Sandy loam, |SM, CL-ML, |A-1, A-2, A-4| 0-5 | 0-7 |75-100|50-90 |40-85  | | fine sandy | ML, SC-SM | | | | | |  | | loam, loam, | | | | | | |  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 16-30 |Sandy loam, |SC-SM, SM, SC|A-1, A-2, A-4| 0-5 | 0-7 |55-95 |50-90 |25-85  | | fine sandy | | | | | | |  | | loam, loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 30-39 |Sandy loam, |SM, SC-SM, SC|A-1, A-2, A-4| 0-5 | 0-7 |55-95 |50-90 |25-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 39-53 |Gravelly sandy |SC, SC-SM, SM|A-1, A-2, A-4| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 53-84 |Gravelly sandy |SC, SC-SM, SM|A-1, A-2, A-4| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 3863C: | | | | | | | | |  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, ML, CL|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 | | | | | | |  | | | | | | | | | 
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 | | |  | | | | | | | | | 3863C: | | | | | | | | |  Freeon, very | | | | | | | | |  stony----------| 0-1 |Slightly | --- |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-5 |Silt loam |ML, CL, CL-ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 5-9 |Silt loam |CL-ML, CL, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 9-13 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 13-19 |Silt loam |ML, CL, CL-ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 19-26 |Sandy loam, |ML, CL, SC, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | loamy sand, | SM | | | | | |  | | gravelly loam | | | | | | |  | 26-38 |Sandy loam, |SC-SM, SM, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam,| CL-ML, ML | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 38-58 |Sandy loam, |SC-SM, SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |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 | | |  | | | | | | | | | 3863C: | | | | | | | | |  Antigo----------| 0-9 |Silt loam |CL-ML, 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, 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, SC-SM|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 |ML, SM, 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-GM, |A-1, A-2, A-3| 0 | 0-7 |45-100|40-95 |15-65  | | to very | SP-SM, GP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 9052A: | | | | | | | | |  Cathro----------| 0-28 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 28-49 |Loam, silty |SC, CL, |A-4, A-6 | 0 | 0-5 |80-100|65-100|60-10 | | clay loam, | CL-ML, SC-SM| | | | | |  | | sandy loam | | | | | | |  | 49-60 |Sandy loam, |SC-SM, CL-ML,|A-4, A-6 | 0 | 0-5 |80-100|65-100|60-10 | | silty clay | SC, 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 | | |  | | | | | | | | | 9052A: | | | | | | | | |  Capitola, very | | | | | | | | |  stony----------| 0-5 |Muck |PT |A-8 | 0 | 0 | 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, |SM, SC, ML, |A-2-4, A-4 | 0-5 | 0-7 |80-100|75-100|45-10 | | loam, sandy | CL | | | | | |  | | loam, fine | | | | | | |  | | 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 | | | | | | |  | | | | | | | | |  Lupton----------| 0-60 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | | | | | | | | | 9055A: | | | | | | | | |  Loxley----------| 0-12 |Peat |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 12-60 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | | | | | | | | | 9060D: | | | | | | | | |  Pelissier-------| 0-2 |Highly | --- | --- | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-6 |Sandy loam |SC-SM, SM, GM|A-1-b, A-2-4 | 0 | 0-10 |80-100|75-100|45-95  | 6-10 |Gravelly sandy |SP-SM, SC-SM,|A-1-b, A-2-4,| 0-4 | 0-10 |60-80 |50-75 |20-60  | | loam, gravelly| SM, GM | A-3 | | | | |  | | loamy sand | | | | | | |  | 10-21 |Very gravelly |SP-SM, GM, |A-1, A-2-4, | 0-4 | 0-10 |40-75 |25-75 | 5-60  | | loamy coarse | SM, GP-GM | A-3 | | | | |  | | sand, gravelly| | | | | | |  | | coarse sand | | | | | | |  | 21-80 |Very gravelly |GP, SP, |A-1, A-2, A-3| 0-4 | 0-10 |35-65 |25-55 | 5-55  | | coarse sand, | SP-SM, GP-GM| | | | | |  | | very gravelly | | | | | | |  | | sand, | | | | | | |  | | extremely | | | | | | |  | | 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 | | |  | | | | | | | | | 9071B: | | | | | | | | |  Freeon, very | | | | | | | | |  stony----------| 0-1 |Slightly | --- |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-5 |Silt loam |CL, ML, CL-ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 5-9 |Silt loam |CL, ML, CL-ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 9-13 |Silt loam |ML, CL-ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 13-19 |Silt loam |CL, ML, CL-ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 19-26 |Sandy loam, |SM, CL, ML, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | loamy sand, | SC | | | | | |  | | gravelly loam | | | | | | |  | 26-38 |Sandy loam, |SM, SC-SM, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam,| CL-ML, ML | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 38-58 |Sandy loam, |SC-SM, SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |Sandy loam, |SC-SM, SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 9077C: | | | | | | | | |  Freeon, very | | | | | | | | |  stony----------| 0-1 |Slightly | --- |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-5 |Silt loam |CL, ML, CL-ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 5-9 |Silt loam |ML, CL, CL-ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 9-13 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 13-19 |Silt loam |ML, CL-ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 19-26 |Sandy loam, |ML, SC, SM, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | loamy sand, | CL | | | | | |  | | gravelly loam | | | | | | |  | 26-38 |Sandy loam, |ML, SC-SM, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam,| CL-ML, SM | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 38-58 |Sandy loam, |SM, SC-SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |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 | | |  | | | | | | | | | 9078A: | | | | | | | | |  Freeon, very | | | | | | | | |  stony----------| 0-1 |Slightly | --- |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-5 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 5-9 |Silt loam |ML, CL-ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 9-13 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 13-19 |Silt loam |CL, ML, CL-ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 19-26 |Sandy loam, |ML, CL, SM, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | loamy sand, | SC | | | | | |  | | gravelly loam | | | | | | |  | 26-38 |Sandy loam, |SM, SC-SM, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam,| ML, CL-ML | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 38-58 |Sandy loam, |SM, SC-SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |Sandy loam, |SM, SC-SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | |  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 |ML, CL, 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, ML, CL-ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 21-39 |Sandy loam, |SM, SC, ML, |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |30-80  | | fine sandy | CL | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 39-58 |Fine sandy |CL, SM, SC, |A-1, A-2, A-4| 0-5 | 0-7 |55-100|50-90 |30-80  | | loam, sandy | ML | | | | | |  | | loam, gravelly| | | | | | |  | | 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 | | | | | | |  | | | | | | | | | 
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 | | |  | | | | | | | | | 9078A: | | | | | | | | |  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 |ML, CL-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, gravelly |ML, SC, CL, |A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-95  | | sandy loam | SM | | | | | |  | 34-38 |Sandy loam, |CL, ML, SC, |A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-95  | | gravelly sandy| SM | | | | | |  | | loam, loam | | | | | | |  | 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 | | | | | | |  | | | | | | | | | 9081C: | | | | | | | | |  Newot, very | | | | | | | | |  stony----------| 0-2 |Highly | --- | --- | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Sandy loam |SM, SC-SM |A-2-4 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-10 |Gravelly sandy |CL-ML, SM, |A-1-b, A-2-4,| 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| SC-SM, ML | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 10-25 |Gravelly sandy |SC-SM, SM |A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |25-70  | | loam, loam, | | A-4 | | | | |  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 25-38 |Gravelly sandy |SC-SM, SC, SM|A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, fine | | A-4 | | | | |  | | sandy loam | | | | | | |  | 38-55 |Gravelly sandy |SM, SC-SM, SC|A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 55-60 |Gravelly sandy |SC-SM, GM, SM|A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | | A-4 | | | | |  | | loam, 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 | | |  | | | | | | | | | 9082B: | | | | | | | | |  Newood, very | | | | | | | | |  stony----------| 0-4 |Sandy loam |SC-SM, SM |A-2 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-5 |Gravelly sandy |SM, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| ML, CL-ML | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 5-13 |Gravelly sandy |SM, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| ML, CL-ML | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 13-17 |Gravelly sandy |SM, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-85  | | loam, fine | GM, GC-GM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand, loam | | | | | | |  | 17-29 |Gravelly sandy |GC-GM, SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-75  | | loam, fine | SC-SM, GM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 29-37 |Gravelly sandy |SM, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, fine | GM, GC-GM | A-4 | | | | |  | | sandy loam | | | | | | |  | 37-46 |Gravelly sandy |SC, GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | SC-SM, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 46-58 |Sandy loam, |SM, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| SC, GM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |Sandy loam, |SC-SM, SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| GC-GM, GM | A-4 | | | | |  | | 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 | | |  | | | | | | | | | 9083A: | | | | | | | | |  Crystal Lake----| 0-4 |Silt loam |CL-ML, CL, ML|A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | 4-12 |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 | | | | | | |  | | | | | | | | | 9083B: | | | | | | | | |  Crystal Lake----| 0-4 |Silt loam |CL, CL-ML, ML|A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | 4-12 |Silt loam |CL, CL-ML, 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|ML, CL-ML, CL|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 | | |  | | | | | | | | | 9086A: | | | | | | | | |  Freeon, very | | | | | | | | |  stony----------| 0-1 |Slightly | --- |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-5 |Silt loam |ML, CL, CL-ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 5-9 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 9-13 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 13-19 |Silt loam |CL, CL-ML, ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 19-26 |Sandy loam, |CL, ML, SC, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | loamy sand, | SM | | | | | |  | | gravelly loam | | | | | | |  | 26-38 |Sandy loam, |CL-ML, SC-SM,|A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam,| ML, SM | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 38-58 |Sandy loam, |SC-SM, SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |Sandy loam, |SM, SC-SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 9087C: | | | | | | | | |  Crystal Lake----| 0-4 |Silt loam |ML, CL-ML, CL|A-4, A-6 | 0 | 0 |98-100|95-100|90-10 | 4-12 |Silt loam |CL-ML, 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, ML, 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 | | |  | | | | | | | | | 9087C: | | | | | | | | |  Freeon, very | | | | | | | | |  stony----------| 0-1 |Slightly | --- |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-5 |Silt loam |ML, CL-ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 5-9 |Silt loam |ML, CL, CL-ML|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 9-13 |Silt loam |ML, CL-ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 13-19 |Silt loam |ML, CL-ML, CL|A-4 | 0-2 | 0-5 |90-100|85-100|80-10 | 19-26 |Sandy loam, |CL, ML, SC, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | loamy sand, | SM | | | | | |  | | gravelly loam | | | | | | |  | 26-38 |Sandy loam, |ML, CL-ML, |A-1, A-2, A-4| 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly loam,| SM, SC-SM | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 38-58 |Sandy loam, |SM, SC-SM |A-1, A-2 | 0-5 | 0-7 |60-100|50-90 |30-90  | | gravelly fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |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 passi Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and | | | | | >10 | 3-10 |____________________ soil name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 9087C: | | | | | | | | |  Newot, very | | | | | | | | |  stony----------| 0-2 |Highly | --- | --- | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Sandy loam |SC-SM, SM |A-2-4 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-10 |Gravelly sandy |SC-SM, SM, |A-1-b, A-2-4,| 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| ML, CL-ML | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 10-25 |Gravelly sandy |SC-SM, SM |A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |25-70  | | loam, loam, | | A-4 | | | | |  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 25-38 |Gravelly sandy |SC, SC-SM, SM|A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, fine | | A-4 | | | | |  | | sandy loam | | | | | | |  | 38-55 |Gravelly sandy |SC, SC-SM, SM|A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 55-60 |Gravelly sandy |GM, SC-SM, SM|A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | | A-4 | | | | |  | | 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 | | |  | | | | | | | | | 9088A: | | | | | | | | |  Newood, very | | | | | | | | |  stony----------| 0-4 |Sandy loam |SM, SC-SM |A-2 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-5 |Gravelly sandy |SC-SM, CL-ML,|A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| ML, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 5-13 |Gravelly sandy |CL-ML, ML, |A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| SC-SM, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 13-17 |Gravelly sandy |SM, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-85  | | loam, fine | GC-GM, GM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand, loam | | | | | | |  | 17-29 |Gravelly sandy |GM, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-75  | | loam, fine | SM, GC-GM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 29-37 |Gravelly sandy |GM, GC-GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, fine | SC-SM, SM | A-4 | | | | |  | | sandy loam | | | | | | |  | 37-46 |Gravelly sandy |SM, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | SC, GM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 46-58 |Sandy loam, |GM, SC, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| SC-SM, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |Sandy loam, |GC-GM, GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| SC-SM, SM | A-4 | | | | |  | | 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 | | |  | | | | | | | | | 9088A: | | | | | | | | |  Capitola, very | | | | | | | | |  stony----------| 0-5 |Muck |PT |A-8 | 0 | 0 | 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, |SM, SC, ML, |A-2-4, A-4 | 0-5 | 0-7 |80-100|75-100|45-10 | | loam, sandy | CL | | | | | |  | | loam, fine | | | | | | |  | | 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, |SM, SC-SM |A-1-b, A-2-4 | 0-5 | 0-7 |60-100|50-90 |30-60  | | fine sandy | | | | | | |  | | 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 | | |  | | | | | | | | | 9089B: | | | | | | | | |  Newood, very | | | | | | | | |  stony----------| 0-4 |Sandy loam |SC-SM, SM |A-2 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-5 |Gravelly sandy |ML, CL-ML, |A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| SM, SC-SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 5-13 |Gravelly sandy |SC-SM, ML, |A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| CL-ML, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 13-17 |Gravelly sandy |GM, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-85  | | loam, fine | SM, GC-GM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand, loam | | | | | | |  | 17-29 |Gravelly sandy |GC-GM, SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-75  | | loam, fine | SC-SM, GM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 29-37 |Gravelly sandy |GM, GC-GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, fine | SM, SC-SM | A-4 | | | | |  | | sandy loam | | | | | | |  | 37-46 |Gravelly sandy |GM, SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | SC-SM, SC | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 46-58 |Sandy loam, |GM, SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| SC-SM, SC | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |Sandy loam, |GM, GC-GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| SC-SM, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | |  Lupton----------| 0-60 |Muck |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 | | |  | | | | | | | | | 9090C: | | | | | | | | |  Newood, very | | | | | | | | |  stony----------| 0-4 |Sandy loam |SC-SM, SM |A-2 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-5 |Gravelly sandy |ML, SM, |A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| CL-ML, SC-SM| A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 5-13 |Gravelly sandy |CL-ML, SM, |A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| SC-SM, ML | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 13-17 |Gravelly sandy |GM, SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-85  | | loam, fine | SC-SM, GC-GM| A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand, loam | | | | | | |  | 17-29 |Gravelly sandy |SC-SM, SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-75  | | loam, fine | GM, GC-GM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 29-37 |Gravelly sandy |SC-SM, SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, fine | GC-GM, GM | A-4 | | | | |  | | sandy loam | | | | | | |  | 37-46 |Gravelly sandy |SC, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | SM, GM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 46-58 |Sandy loam, |GM, SC, SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| SC-SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |Sandy loam, |GC-GM, SC-SM,|A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| SM, GM | A-4 | | | | |  | | 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 | | |  | | | | | | | | | 9090C: | | | | | | | | |  Newot, very | | | | | | | | |  stony----------| 0-2 |Highly | --- | --- | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Sandy loam |SM, SC-SM |A-2-4 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-10 |Gravelly sandy |CL-ML, SM, |A-1-b, A-2-4,| 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| SC-SM, ML | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 10-25 |Gravelly sandy |SM, SC-SM |A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |25-70  | | loam, loam, | | A-4 | | | | |  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 25-38 |Gravelly sandy |SM, SC-SM, SC|A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, fine | | A-4 | | | | |  | | sandy loam | | | | | | |  | 38-55 |Gravelly sandy |SC, SC-SM, SM|A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 55-60 |Gravelly sandy |GM, SC-SM, SM|A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | |  Lupton----------| 0-60 |Muck |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 | | |  | | | | | | | | | 9092D: | | | | | | | | |  Newot, very | | | | | | | | |  stony----------| 0-2 |Highly | --- | --- | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Sandy loam |SC-SM, SM |A-2-4 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-10 |Gravelly sandy |ML, CL-ML, |A-1-b, A-2-4,| 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| SC-SM, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 10-25 |Gravelly sandy |SM, SC-SM |A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |25-70  | | loam, loam, | | A-4 | | | | |  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 25-38 |Gravelly sandy |SC-SM, SC, SM|A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, fine | | A-4 | | | | |  | | sandy loam | | | | | | |  | 38-55 |Gravelly sandy |SC-SM, SM, SC|A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 55-60 |Gravelly sandy |SM, SC-SM, GM|A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | | A-4 | | | | |  | | 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 | | |  | | | | | | | | | 9093C: | | | | | | | | |  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|SM, GP-GM, |A-1-b, A-3 | 0 | 0-15 |45-100|40-95 |20-70  | | sand, loamy | GM, SP-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 | | | | | | |  | | | | | | | | |  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, SM, 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, |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, |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, SP-SM, |A-1, A-2, A-3| 0 | 0-15 |45-100|40-95 |15-65  | | to very | GP-GM, SP | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
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 | | |  | | | | | | | | | 9096C: | | | | | | | | |  Newot, very | | | | | | | | |  stony----------| 0-2 |Highly | --- | --- | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Sandy loam |SC-SM, SM |A-2-4 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-10 |Gravelly sandy |CL-ML, ML, |A-1-b, A-2-4,| 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| SC-SM, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 10-25 |Gravelly sandy |SC-SM, SM |A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |25-70  | | loam, loam, | | A-4 | | | | |  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 25-38 |Gravelly sandy |SC, SC-SM, SM|A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, fine | | A-4 | | | | |  | | sandy loam | | | | | | |  | 38-55 |Gravelly sandy |SC, SC-SM, SM|A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 55-60 |Gravelly sandy |GM, SC-SM, SM|A-1-b, A-2-4,| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | | A-4 | | | | |  | | 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 | | |  | | | | | | | | | 9096C: | | | | | | | | |  Pesabic, very | | | | | | | | |  stony----------| 0-3 |Moderately | --- | --- | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 3-4 |Sandy loam |SM, SC-SM |A-2 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-16 |Sandy loam, |SM, SC-SM, |A-1, A-2, A-4| 0-5 | 0-7 |75-100|50-90 |40-85  | | fine sandy | ML, CL-ML | | | | | |  | | loam, loam, | | | | | | |  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 16-30 |Sandy loam, |SM, SC, SC-SM|A-1, A-2, A-4| 0-5 | 0-7 |55-95 |50-90 |25-85  | | fine sandy | | | | | | |  | | loam, loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 30-39 |Sandy loam, |SM, SC-SM, SC|A-1, A-2, A-4| 0-5 | 0-7 |55-95 |50-90 |25-75  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 39-53 |Gravelly sandy |SM, SC, SC-SM|A-1, A-2, A-4| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 53-84 |Gravelly sandy |SC, SC-SM, SM|A-1, A-2, A-4| 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | |  Lupton----------| 0-60 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | | | | | | | | | 
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 | | |  | | | | | | | | | 9097B: | | | | | | | | |  Newood, very | | | | | | | | |  stony----------| 0-4 |Sandy loam |SC-SM, SM |A-2 | 0-5 | 0-7 |75-100|70-95 |45-65  | 4-5 |Gravelly sandy |SM, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| ML, CL-ML | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 5-13 |Gravelly sandy |CL-ML, ML, |A-1-b, A-2, | 0-5 | 0-7 |75-100|70-95 |45-85  | | loam, gravelly| SC-SM, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 13-17 |Gravelly sandy |SC-SM, SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-85  | | loam, fine | GC-GM, GM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand, loam | | | | | | |  | 17-29 |Gravelly sandy |GC-GM, GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |25-75  | | loam, fine | SC-SM, SM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 29-37 |Gravelly sandy |GM, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, fine | SM, GC-GM | A-4 | | | | |  | | sandy loam | | | | | | |  | 37-46 |Gravelly sandy |GM, SC, SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | loam, sandy | SC-SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 46-58 |Sandy loam, |SM, SC-SM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| SC, GM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 58-60 |Sandy loam, |GM, GC-GM, |A-1-b, A-2, | 0-5 | 0-7 |55-95 |50-90 |30-75  | | gravelly sandy| SC-SM, SM | A-4 | | | | |  | | 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 | | |  | | | | | | | | | 9097B: | | | | | | | | |  Padus, very | | | | | | | | |  stony----------| 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-SM, SC|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, |SC-SM, SM, |A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|30-90  | | gravelly loam,| SC, CL-ML | | | | | |  | | 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 | | | | | | |  | | | | | | | | | 
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 | | |  | | | | | | | | | 9098A: | | | | | | | | |  Oesterle--------| 0-2 |Moderately | --- | --- | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-5 |Loam |CL, CL-ML, |A-4 | 0 | 0-7 |80-100|75-100|65-95  | | | SC, SC-SM | | | | | |  | 5-13 |Fine sandy |SC, ML, SM, |A-1, A-2, A-4| 0 | 0-7 |75-100|70-100|40-95  | | loam, sandy | CL | | | | | |  | | loam, loam | | | | | | |  | 13-18 |Fine sandy |CL, ML, SC, |A-1, A-2, A-4| 0 | 0-7 |75-100|70-100|40-95  | | loam, sandy | SM | | | | | |  | | loam, loam | | | | | | |  | 18-26 |Loam, gravelly |CL, ML, SC, |A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|25-95  | | fine sandy | SM | | | | | |  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 26-35 |Sandy loam, |SM, SC, ML, |A-1, A-2, A-4| 0 | 0-7 |55-100|50-100|25-95  | | gravelly fine | CL | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 35-44 |Loamy sand, |GM, GP, SM, |A-1, A-2, A-3| 0 | 0-7 |30-100|25-100| 7-75  | | gravelly sand,| SP | | | | | |  | | very gravelly | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 44-60 |Stratified sand|SP-SM, SP, |A-1, A-2, A-3| 0 | 0-7 |45-100|40-95 |15-65  | | to very | GP, 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 | | |  | | | | | | | | | 9099B: | | | | | | | | |  Antigo----------| 0-2 |Highly | --- | --- | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Silt loam |ML, CL-ML |A-4 | 0 | 0-7 |90-100|85-100|70-10 | 4-14 |Silt loam |CL-ML, ML |A-4 | 0 | 0-7 |90-100|85-100|70-10 | 14-20 |Silt loam |CL, CL-ML |A-4 | 0 | 0-7 |90-100|85-100|70-10 | 20-31 |Silt loam |CL, CL-ML |A-4 | 0 | 0-7 |90-100|85-100|70-10 | 31-37 |Very gravelly |ML, SC-SM, SM|A-1, A-2, A-4| 0 | 0-7 |50-100|50-100|35-85  | | sandy loam, | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam,| | | | | | |  | | gravelly sandy| | | | | | |  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 37-40 |Loamy sand, |SC-SM, SW-SM,|A-1, A-2 | 0 | 0-7 |50-100|45-95 |25-75  | | gravelly loamy| SM | | | | | |  | | sand, very | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 40-60 |Stratified sand|SP, SP-SM, |A-1, A-2, A-3| 0 | 0-7 |45-100|40-95 |15-65  | | to very | GP, 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 | | |  | | | | | | | | | 9197C: | | | | | | | | |  Pelissier-------| 0-3 |Highly | --- | --- | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 3-5 |Very cobbly |SM, GP-GM, |A-1, A-2, A-4| 0-3 | 5-25 |30-95 |30-95 |10-40  | | sandy loam | GM, SP-SM | | | | | |  | 5-13 |Very cobbly |GM, SM, SP-SM|A-1 | 0-3 | 5-25 |30-70 |30-70 |15-50  | | coarse sandy | | | | | | |  | | loam, very | | | | | | |  | | cobbly loamy | | | | | | |  | | coarse sand | | | | | | |  | 13-20 |Very cobbly |GM, GP, SM, |A-1 | 0-3 | 5-25 |30-70 |30-70 |10-50  | | loamy coarse | SP | | | | | |  | | sand, gravelly| | | | | | |  | | coarse sand, | | | | | | |  | | very cobbly | | | | | | |  | | sand | | | | | | |  | 20-60 |Very cobbly |GP, SP |A-1 | 0-3 | 5-25 |30-70 |25-55 | 5-50  | | coarse sand, | | | | | | |  | | cobbly coarse | | | | | | |  | | sand, gravelly| | | | | | |  | | sand | | | | | | |  | 60-80 |Very gravelly |SP-SM, SP, |A-1, A-2, A-3| 0-3 | 0-10 |35-65 |25-55 | 5-55  | | coarse sand, | GP-GM, GP | | | | | |  | | very gravelly | | | | | | |  | | sand, | | | | | | |  | | extremely | | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | M-W. | | | | | | | | |  Miscellaneous | | | | | | | | |  water | | | | | | | | |  | | | | | | | | | W. | | | | | | | | |  Water | | | | | | | | |  | | | | | | | | | _______________________________________________________________________________________________________
Taylor County, Wisconsin 599

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 | | | | |

 | | | | | | | | | | | |

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 | | |

 | | | | | | | | | | | |

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 | | |

 | | | | | | | | | | | |

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 | | |

 | | | | | | | | | | | |

48B: | | | | | | | | | | | |

 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 | | |

 | | | | | | | | | | | |

57B: | | | | | | | | | | | |

 Spencer---------------| 0-9 | 9-17|1.20-1.55| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 2.0-4.0 | .37 | .37 | 5 | 5 | 56

 | 9-12 | 9-17|1.30-1.60| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 0.1-2.0 | .43 | .43 | | |

 | 12-22 | 18-25|1.50-1.65| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.5-1.0 | .43 | .43 | | |

 | 22-30 | 18-25|1.50-1.65| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.5-1.0 | .43 | .43 | | |

 | 30-42 | 18-25|1.50-1.65| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | .43 | .43 | | |

 | 42-48 | 10-20|1.60-1.85| 0.60-2.00 |0.07-0.16| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | 48-72 | 10-20|1.70-1.95| 0.06-0.60 |0.05-0.15| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |
600 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 | | | | |

 | | | | | | | | | | | |

59A: | | | | | | | | | | | |

 Almena----------------| 0-9 | 9-23|1.20-1.55| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 2.0-5.0 | .37 | .37 | 5 | 5 | 56

 | 9-13 | 7-23|1.30-1.60| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 0.1-2.0 | .43 | .37 | | |

 | 13-21 | 15-25|1.50-1.65| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.5-1.0 | .43 | .37 | | |

 | 21-42 | 18-27|1.50-1.65| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | .43 | .37 | | |

 | 42-60 | 10-20|1.70-1.85| 0.06-0.60 |0.07-0.16| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

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 | | |

 | | | | | | | | | | | |

63D: | | | | | | | | | | | |

 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 | | |

 | | | | | | | | | | | |

77A: | | | | | | | | | | | |

 Auburndale------------| 0-7 | 6-25|1.35-1.55| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 4.0-10 | .32 | .32 | 5 | 5 | 56

 | 7-14 | 6-20|1.35-1.60| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 0.5-3.0 | .43 | .43 | | |

 | 14-41 | 18-27|1.50-1.65| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.1-1.0 | .43 | .43 | | |

 | 41-53 | 8-20|1.60-1.85| 0.06-0.60 |0.08-0.22| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | 53-60 | 5-15|1.70-1.95| 0.06-0.60 |0.08-0.19| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

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 | | |

 | | | | | | | | | | | |
Taylor County, Wisconsin 601

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 | | | | |

 | | | | | | | | | | | |

182D: | | | | | | | | | | | |

 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 | --- |0.15-0.45| 2.00-6.00 |0.35-0.45| --- | 30-60 | --- | --- | 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 | | |

 | | | | | | | | | | | |

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 | | |

 | | | | | | | | | | | |

308B: | | | | | | | | | | | |

 Blackriver------------| 0-9 | 13-17|1.35-1.55| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 4 | 5 | 56

 | 9-18 | 13-20|1.45-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 18-25 | 15-22|1.45-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 25-48 | 18-25|1.45-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 48-52 | 2-22|1.40-1.75| 0.60-6.00 |0.08-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 52-60 | 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 | | |

 | | | | | | | | | | | |
602 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 | | | | |

 | | | | | | | | | | | |

324A: | | | | | | | | | | | |

 Maplehurst------------| 0-9 | 13-17|1.35-1.55| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 4 | 5 | 56

 | 9-16 | 10-20|1.45-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 16-25 | 15-22|1.45-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 25-44 | 18-24|1.45-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 44-47 | 2-22|1.40-1.75| 0.60-6.00 |0.08-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 47-60 | 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| 0.60-2.00 |0.11-0.22| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | | | | | | | | | | | |

345B: | | | | | | | | | | | |

 Freeon, very stony----| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 1-5 | 7-17|1.35-1.55| 0.60-2.00 |0.18-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | | |

 | 5-9 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 9-13 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 13-19 | 5-17|1.30-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.1-1.0 | .43 | .43 | | |

 | 19-26 | 7-17|1.70-1.80| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 26-38 | 3-14|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 38-58 | 3-14|1.80-2.00| 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 | | |

 | | | | | | | | | | | |

 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 | 6-17|1.50-1.70| 0.60-2.00 |0.05-0.19| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | 34-38 | 8-17|1.50-1.70| 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 | | |

 | | | | | | | | | | | |

346E: | | | | | | | | | | | |

 Newot, very stony-----| 0-2 | --- |0.15-0.30| 6.00-20 |0.35-0.45| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 2-4 | 2-12|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 4-10 | 2-12|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 1.0-2.0 | .20 | .28 | | |

 | 10-25 | 5-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 25-38 | 5-15|1.40-1.70| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 38-55 | 7-17|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 55-60 | 6-12|1.80-2.05| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | | | | | | | | | | | |

 Pence, very 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| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

355B: | | | | | | | | | | | |

 Loyal-----------------| 0-9 | 10-16|1.35-1.55| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 4 | 5 | 56

 | 9-14 | 10-16|1.55-1.65| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 14-20 | 12-25|1.55-1.65| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 20-24 | 18-30|1.60-1.85| 0.20-0.60 |0.06-0.16| 3.0-5.9 | 0.0-0.5 | .32 | .32 | | |

 | 24-45 | 18-35|1.60-1.85| 0.20-0.60 |0.06-0.10| 3.0-5.9 | 0.0-1.0 | .32 | .32 | | |

 | 45-60 | 12-22|1.70-1.95| 0.20-0.60 |0.04-0.12| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |
Taylor County, Wisconsin 603

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 | | | | |

 | | | | | | | | | | | |

355C: | | | | | | | | | | | |

 Loyal-----------------| 0-9 | 10-16|1.35-1.55| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 4 | 5 | 56

 | 9-14 | 10-16|1.55-1.65| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 14-20 | 12-25|1.55-1.65| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 20-24 | 18-30|1.60-1.85| 0.20-0.60 |0.06-0.16| 3.0-5.9 | 0.0-0.5 | .32 | .32 | | |

 | 24-45 | 18-35|1.60-1.85| 0.20-0.60 |0.06-0.10| 3.0-5.9 | 0.0-1.0 | .32 | .32 | | |

 | 45-60 | 12-22|1.70-1.95| 0.20-0.60 |0.04-0.12| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |

356A: | | | | | | | | | | | |

 Withee----------------| 0-9 | 12-18|1.20-1.45| 0.60-2.00 |0.19-0.24| 0.0-2.9 | 3.0-4.0 | .37 | .37 | 4 | 5 | 56

 | 9-14 | 10-18|1.35-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 14-18 | 12-22|1.55-1.65| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 18-24 | 12-22|1.55-1.65| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 24-47 | 18-35|1.60-1.85| 0.20-0.60 |0.06-0.10| 3.0-5.9 | 0.0-1.0 | .32 | .32 | | |

 | 47-60 | 12-22|1.70-1.95| 0.20-0.60 |0.04-0.12| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |

357A: | | | | | | | | | | | |

 Marshfield------------| 0-9 | 15-25|1.25-1.45| 0.60-2.00 |0.17-0.24| 0.0-2.9 | 3.0-10 | .32 | .32 | 4 | 5 | 56

 | 9-14 | 8-23|1.40-1.60| 0.60-2.00 |0.17-0.24| 0.0-2.9 | 0.5-3.0 | .43 | .43 | | |

 | 14-30 | 18-35|1.40-1.60| 0.60-2.00 |0.14-0.22| 3.0-5.9 | 0.5-2.0 | .43 | .43 | | |

 | 30-36 | 18-35|1.60-1.85| 0.20-0.60 |0.06-0.10| 3.0-5.9 | 0.0-1.0 | .32 | .32 | | |

 | 36-60 | 12-22|1.70-1.95| 0.20-0.60 |0.04-0.12| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |

408A: | | | | | | | | | | | |

 Lupton----------------| 0-60 | --- |0.10-0.35| 0.20-6.00 |0.35-0.45| --- | 70-90 | --- | --- | 3 | 8 | 0

 | | | | | | | | | | | |

 Cathro----------------| 0-28 | --- |0.28-0.45| 0.20-6.00 |0.35-0.45| --- | 60-85 | --- | --- | 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 | | |

 | | | | | | | | | | | |

414A: | | | | | | | | | | | |

 Loxley----------------| 0-12 | --- |0.30-0.40| 6.00-20 |0.55-0.65| --- | 70-90 | --- | --- | 3 | 8 | 0

 | 12-60 | --- |0.10-0.35| 0.20-6.00 |0.35-0.45| --- | 70-90 | --- | --- | | |

 | | | | | | | | | | | |

 Beseman---------------| 0-12 | --- |0.10-0.20| 6.00-20 |0.55-0.65| --- | 25-75 | --- | --- | 2 | 8 | 0

 | 12-36 | --- |0.10-0.25| 0.60-6.00 |0.35-0.45| --- | 25-75 | --- | --- | | |

 | 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 | | |

 | | | | | | | | | | | |

457B: | | | | | | | | | | | |

 Freeon, very stony----| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 1-5 | 7-17|1.35-1.55| 0.60-2.00 |0.18-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | | |

 | 5-9 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 9-13 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 13-19 | 5-17|1.30-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.1-1.0 | .43 | .43 | | |

 | 19-26 | 7-17|1.70-1.80| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 26-38 | 3-14|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 38-58 | 3-14|1.80-2.00| 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 | | |

 | | | | | | | | | | | |

 Freeon----------------| 0-9 | 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

 | 9-13 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 13-19 | 5-17|1.30-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.1-1.0 | .43 | .43 | | |

 | 19-26 | 7-17|1.70-1.80| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 26-38 | 3-14|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 38-58 | 3-14|1.80-2.00| 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 | | |

 | | | | | | | | | | | |
604 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 | | | | |

 | | | | | | | | | | | |

457C: | | | | | | | | | | | |

 Freeon, very stony----| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 1-5 | 7-17|1.35-1.55| 0.60-2.00 |0.18-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | | |

 | 5-9 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 9-13 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 13-19 | 5-17|1.30-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.1-1.0 | .43 | .43 | | |

 | 19-26 | 7-17|1.70-1.80| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 26-38 | 3-14|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 38-58 | 3-14|1.80-2.00| 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 | | |

 | | | | | | | | | | | |

 Freeon----------------| 0-9 | 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

 | 9-13 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 13-19 | 5-17|1.30-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.1-1.0 | .43 | .43 | | |

 | 19-26 | 7-17|1.70-1.80| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 26-38 | 3-14|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 38-58 | 3-14|1.80-2.00| 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 | | |

 | | | | | | | | | | | |

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 | | |

 | | | | | | | | | | | |

525B: | | | | | | | | | | | |

 Newood, very stony----| 0-4 | 6-15|1.35-1.70| 0.60-2.00 |0.12-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 8 | 0

 | 4-5 | 5-13|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 5-13 | 6-15|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 13-17 | 5-13|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 17-29 | 6-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 29-37 | 9-16|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 37-46 | 10-17|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 46-58 | 10-17|1.80-2.00| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 58-60 | 7-17|1.80-2.05| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

 Padwood---------------| 0-4 | 3-15|1.35-1.70| 0.60-2.00 |0.10-0.18| 0.0-2.9 | 2.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 4-5 | 3-13|1.40-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 5-15 | 3-15|1.40-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 15-27 | 3-15|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 27-36 | 2-5 |1.40-1.70| 6.00-20 |0.02-0.11| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 36-50 | 0-3 |1.50-1.80| 6.00-20 |0.01-0.08| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | 50-70 | 5-15|1.40-1.80| 0.20-0.60 |0.10-0.18| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |

 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 | | |

 | | | | | | | | | | | |

527B: | | | | | | | | | | | |

 Padwood---------------| 0-4 | 3-15|1.35-1.70| 0.60-2.00 |0.10-0.18| 0.0-2.9 | 2.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 4-5 | 3-13|1.40-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 5-15 | 3-15|1.40-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 15-27 | 3-15|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 27-36 | 2-5 |1.40-1.70| 6.00-20 |0.02-0.11| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 36-50 | 0-3 |1.50-1.80| 6.00-20 |0.01-0.08| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | 50-70 | 5-15|1.40-1.80| 0.20-0.60 |0.10-0.18| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |
Taylor County, Wisconsin 605

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 | | | | |

 | | | | | | | | | | | |

537D: | | | | | | | | | | | |

 Newot, very stony-----| 0-2 | --- |0.15-0.30| 6.00-20 |0.35-0.45| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 2-4 | 2-12|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 4-10 | 2-12|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 1.0-2.0 | .20 | .28 | | |

 | 10-25 | 5-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 25-38 | 5-15|1.40-1.70| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 38-55 | 7-17|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 55-60 | 6-12|1.80-2.05| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | | | | | | | | | | | |

 Newood, very stony----| 0-4 | 6-15|1.35-1.70| 0.60-2.00 |0.12-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 8 | 0

 | 4-5 | 5-13|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 5-13 | 6-15|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 13-17 | 5-13|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 17-29 | 6-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 29-37 | 9-16|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 37-46 | 10-17|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 46-58 | 10-17|1.80-2.00| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 58-60 | 7-17|1.80-2.05| 0.01-0.06 |0.00-0.04| 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 | 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 | | |

 | | | | | | | | | | | |

545C: | | | | | | | | | | | |

 Freeon, very stony----| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 1-5 | 7-17|1.35-1.55| 0.60-2.00 |0.18-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | | |

 | 5-9 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 9-13 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 13-19 | 5-17|1.30-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.1-1.0 | .43 | .43 | | |

 | 19-26 | 7-17|1.70-1.80| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 26-38 | 3-14|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 38-58 | 3-14|1.80-2.00| 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|0.0000-0.06|0.00-0.04| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

 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 | | |

 | | | | | | | | | | | |

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 | | |

 | | | | | | | | | | | |

560A: | | | | | | | | | | | |

 Worwood---------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 4 | 3 | 86

 | 1-2 | 2-14|1.40-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.0-2.0 | .24 | .24 | | |

 | 2-10 | 3-15|1.40-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.0-2.0 | .24 | .24 | | |

 | 10-15 | 3-15|1.40-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.0-2.0 | .24 | .24 | | |

 | 15-27 | 3-15|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 27-38 | 2-5 |1.40-1.70| 6.00-20 |0.02-0.11| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 38-50 | 0-3 |1.50-1.80| 6.00-20 |0.01-0.08| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 50-70 | 5-15|1.40-1.80| 0.20-0.60 |0.10-0.18| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |
606 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 | | | | |

 | | | | | | | | | | | |

571E: | | | | | | | | | | | |

 Pelissier-------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.35-0.45| --- | 65-85 | --- | --- | 2 | 3 | 86

 | 2-6 | 2-15|1.30-1.60| 2.00-6.00 |0.10-0.12| 0.0-2.9 | 0.5-1.0 | .17 | .20 | | |

 | 6-10 | 2-15|1.30-1.65| 2.00-6.00 |0.08-0.12| 0.0-2.9 | 0.6-1.0 | .15 | .24 | | |

 | 10-21 | 0-10|1.30-1.70| 6.00-20 |0.03-0.05| 0.0-2.9 | 0.0-0.5 | .05 | .15 | | |

 | 21-80 | 0-5 |1.55-1.65| 20-100 |0.02-0.04| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

612A: | | | | | | | | | | | |

 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 | | |

 | | | | | | | | | | | |

 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 | | |

 | | | | | | | | | | | |

623A: | | | | | | | | | | | |

 Capitola, very stony--| 0-5 | --- |0.15-0.35| 2.00-6.00 |0.35-0.45| --- | 50-80 | --- | --- | 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| 0.01-0.20 |0.00-0.04| 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 | | |

 | | | | | | | | | | | |

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 | | |

 | | | | | | | | | | | |

637B: | | | | | | | | | | | |

 Newood, very stony----| 0-4 | 6-15|1.35-1.70| 0.60-2.00 |0.12-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 8 | 0

 | 4-5 | 5-13|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 5-13 | 6-15|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 13-17 | 5-13|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 17-29 | 6-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 29-37 | 9-16|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 37-46 | 10-17|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 46-58 | 10-17|1.80-2.00| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 58-60 | 7-17|1.80-2.05| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |
Taylor County, Wisconsin 607

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 | | | | |

 | | | | | | | | | | | |

637C: | | | | | | | | | | | |

 Newood, very stony----| 0-4 | 6-15|1.35-1.70| 0.60-2.00 |0.12-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 8 | 0

 | 4-5 | 5-13|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 5-13 | 6-15|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 13-17 | 5-13|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 17-29 | 6-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 29-37 | 9-16|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 37-46 | 10-17|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 46-58 | 10-17|1.80-2.00| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 58-60 | 7-17|1.80-2.05| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

642B: | | | | | | | | | | | |

 Pesabic, very stony---| 0-3 | --- |0.15-0.30| 6.00-20 |0.45-0.55| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 3-4 | 6-15|1.35-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.1-1.0 | .24 | .24 | | |

 | 4-16 | 6-15|1.35-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 1.0-3.0 | .24 | .24 | | |

 | 16-30 | 6-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.1-1.0 | .28 | .28 | | |

 | 30-39 | 6-17|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.1-1.0 | .28 | .28 | | |

 | 39-53 | 10-20|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 53-84 | 4-17|1.80-2.05|0.0000-0.06|0.00-0.04| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | | | | | | | | | | | |

 Capitola, very stony--| 0-5 | --- |0.15-0.35| 2.00-6.00 |0.35-0.45| --- | 50-80 | --- | --- | 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| 0.01-0.20 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

 Newood, very stony----| 0-4 | 6-15|1.35-1.70| 0.60-2.00 |0.12-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 8 | 0

 | 4-5 | 5-13|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 5-13 | 6-15|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 13-17 | 5-13|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 17-29 | 6-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 29-37 | 9-16|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 37-46 | 10-17|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 46-58 | 10-17|1.80-2.00| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 58-60 | 7-17|1.80-2.05| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

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 | 6-17|1.50-1.70| 0.60-2.00 |0.05-0.19| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | 34-38 | 8-17|1.50-1.70| 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 | | |

 | | | | | | | | | | | |

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 | | |

 | | | | | | | | | | | |

737D: | | | | | | | | | | | |

 Santiago, very stony--| 0-4 | 5-15|1.20-1.55| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 4 | 8 | 0

 | 4-16 | 5-14|1.40-1.60| 0.60-2.00 |0.20-0.23| 0.0-2.9 | 0.1-1.0 | .43 | .43 | | |

 | 16-22 | 7-17|1.45-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 22-44 | 7-17|1.65-1.90| 0.06-0.60 |0.09-0.18| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 44-60 | 3-14|1.80-2.00| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |
608 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 | | | | |

 | | | | | | | | | | | |

748A: | | | | | | | | | | | |

 Brander---------------| 0-10 | 10-20|1.30-1.55| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 4 | 5 | 56

 | 10-17 | 10-20|1.35-1.60| 0.60-2.00 |0.16-0.22| 0.0-2.9 | 0.5-1.0 | .43 | .43 | | |

 | 17-22 | 18-27|1.40-1.65| 0.60-2.00 |0.16-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 22-32 | 18-27|1.40-1.65| 0.60-2.00 |0.16-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 32-35 | 6-20|1.45-1.70| 0.60-6.00 |0.05-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .32 | | |

 | 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 | | |

 | | | | | | | | | | | |

755A: | | | | | | | | | | | |

 Moppet----------------| 0-4 | 10-15|1.40-1.70| 0.60-2.00 |0.13-0.22| 0.0-2.9 | 2.0-3.0 | .28 | .28 | 4 | 3 | 86

 | 4-10 | 8-17|1.45-1.70| 0.60-2.00 |0.15-0.22| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 10-39 | 8-17|1.45-1.70| 0.60-2.00 |0.15-0.22| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 39-60 | 2-10|1.60-1.75| 6.00-20 |0.03-0.09| 0.0-2.9 | 0.5-1.0 | .10 | .15 | | |

 | | | | | | | | | | | |

 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 | 8 | 0

 | 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 | | |

 | | | | | | | | | | | |

757B: | | | | | | | | | | | |

 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 | | |

 | | | | | | | | | | | |

 Freeon, very stony----| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 1-5 | 7-17|1.35-1.55| 0.60-2.00 |0.18-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | | |

 | 5-9 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 9-13 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 13-19 | 5-17|1.30-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.1-1.0 | .43 | .43 | | |

 | 19-26 | 7-17|1.70-1.80| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 26-38 | 3-14|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 38-58 | 3-14|1.80-2.00| 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 | | |

 | | | | | | | | | | | |

 Freeon----------------| 0-9 | 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

 | 9-13 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 13-19 | 5-17|1.30-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.1-1.0 | .43 | .43 | | |

 | 19-26 | 7-17|1.70-1.80| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 26-38 | 3-14|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 38-58 | 3-14|1.80-2.00| 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 | | |

 | | | | | | | | | | | |

766A: | | | | | | | | | | | |

 Moppet----------------| 0-4 | 10-15|1.40-1.70| 0.60-2.00 |0.13-0.22| 0.0-2.9 | 2.0-3.0 | .28 | .28 | 4 | 3 | 86

 | 4-10 | 8-17|1.45-1.70| 0.60-2.00 |0.15-0.22| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 10-39 | 8-17|1.45-1.70| 0.60-2.00 |0.15-0.22| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 39-60 | 2-10|1.60-1.75| 6.00-20 |0.03-0.09| 0.0-2.9 | 0.5-1.0 | .10 | .15 | | |

 | | | | | | | | | | | |
Taylor County, Wisconsin 609

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 | | | | |

 | | | | | | | | | | | |

822A: | | | | | | | | | | | |

 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 | | |

 | | | | | | | | | | | |

 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 | | |

 | | | | | | | | | | | |

 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 | | |

 | | | | | | | | | | | |

837E: | | | | | | | | | | | |

 Newot, very stony-----| 0-2 | --- |0.15-0.30| 6.00-20 |0.35-0.45| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 2-4 | 2-12|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 4-10 | 2-12|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 1.0-2.0 | .20 | .28 | | |

 | 10-25 | 5-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 25-38 | 5-15|1.40-1.70| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 38-55 | 7-17|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 55-60 | 6-12|1.80-2.05| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | | | | | | | | | | | |

848A: | | | | | | | | | | | |

 Ribriver--------------| 0-5 | 10-20|1.30-1.55| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 4 | 5 | 56

 | 5-10 | 10-20|1.35-1.60| 0.60-2.00 |0.16-0.22| 0.0-2.9 | 0.5-1.0 | .43 | .43 | | |

 | 10-17 | 14-24|1.40-1.65| 0.60-2.00 |0.16-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 17-24 | 17-25|1.40-1.65| 0.60-2.00 |0.16-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 24-45 | 18-27|1.40-1.65| 0.60-2.00 |0.16-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 45-48 | 6-20|1.45-1.70| 0.60-6.00 |0.05-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .32 | | |

 | 48-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

863B: | | | | | | | | | | | |

 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 | | |

 | | | | | | | | | | | |

 Freeon, very stony----| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 1-5 | 7-17|1.35-1.55| 0.60-2.00 |0.18-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | | |

 | 5-9 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 9-13 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 13-19 | 5-17|1.30-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.1-1.0 | .43 | .43 | | |

 | 19-26 | 7-17|1.70-1.80| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 26-38 | 3-14|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 38-58 | 3-14|1.80-2.00| 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 | | |

 | | | | | | | | | | | |
610 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 | | | | |

 | | | | | | | | | | | |

863B: | | | | | | | | | | | |

 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 | 6-17|1.50-1.70| 0.60-2.00 |0.05-0.19| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | 34-38 | 8-17|1.50-1.70| 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 | | |

 | | | | | | | | | | | |

923A: | | | | | | | | | | | |

 Capitola, very stony--| 0-5 | --- |0.15-0.35| 2.00-6.00 |0.35-0.45| --- | 50-80 | --- | --- | 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 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

 Cebana, very stony----| 0-8 | 12-16|1.25-1.45| 0.60-2.00 |0.16-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 4 | 8 | 0

 | 8-13 | 8-17|1.35-1.60| 0.60-2.00 |0.09-0.22| 0.0-2.9 | 0.5-1.0 | .43 | .43 | | |

 | 13-27 | 8-17|1.35-1.60| 0.60-2.00 |0.09-0.22| 0.0-2.9 | 0.5-1.0 | .43 | .43 | | |

 | 27-49 | 10-20|1.40-1.90| 0.06-0.20 |0.07-0.16| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 49-67 | 5-10|1.70-1.90| 0.06-0.20 |0.07-0.16| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 67-80 | 5-10|1.80-2.00| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

956B: | | | | | | | | | | | |

 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 | | |

 | | | | | | | | | | | |

957B: | | | | | | | | | | | |

 Freeon, very stony----| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 1-5 | 7-17|1.35-1.55| 0.60-2.00 |0.18-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | | |

 | 5-9 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 9-13 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 13-19 | 5-17|1.30-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.1-1.0 | .43 | .43 | | |

 | 19-26 | 7-17|1.70-1.80| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 26-38 | 3-14|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 38-58 | 3-14|1.80-2.00| 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 | | |

 | | | | | | | | | | | |

957C: | | | | | | | | | | | |

 Freeon, very stony----| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 1-5 | 7-17|1.35-1.55| 0.60-2.00 |0.18-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | | |

 | 5-9 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 9-13 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 13-19 | 5-17|1.30-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.1-1.0 | .43 | .43 | | |

 | 19-26 | 7-17|1.70-1.80| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 26-38 | 3-14|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 38-58 | 3-14|1.80-2.00| 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 | | |

 | | | | | | | | | | | |

2015. | | | | | | | | | | | |

 Pits | | | | | | | | | | | |

 | | | | | | | | | | | |

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 | | |

 | | | | | | | | | | | |
Taylor County, Wisconsin 611

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 | | | | |

 | | | | | | | | | | | |

3456A: | | | | | | | | | | | |

 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 | | |

 | | | | | | | | | | | |

3525C: | | | | | | | | | | | |

 Newood, very stony----| 0-4 | 6-15|1.35-1.70| 0.60-2.00 |0.12-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 8 | 0

 | 4-5 | 5-13|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 5-13 | 6-15|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 13-17 | 5-13|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 17-29 | 6-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 29-37 | 9-16|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 37-46 | 10-17|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 46-58 | 10-17|1.80-2.00| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 58-60 | 7-17|1.80-2.05| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

 Padwood---------------| 0-4 | 3-15|1.35-1.70| 0.60-2.00 |0.10-0.18| 0.0-2.9 | 2.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 4-5 | 3-13|1.40-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 5-15 | 3-15|1.40-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 15-27 | 3-15|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 27-36 | 2-5 |1.40-1.70| 6.00-20 |0.02-0.11| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 36-50 | 0-3 |1.50-1.80| 6.00-20 |0.01-0.08| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | 50-70 | 5-15|1.40-1.80| 0.20-0.60 |0.10-0.18| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |

 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 | | |

 | | | | | | | | | | | |

3546C: | | | | | | | | | | | |

 Newood, very stony----| 0-4 | 6-15|1.35-1.70| 0.60-2.00 |0.12-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 8 | 0

 | 4-5 | 5-13|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 5-13 | 6-15|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 13-17 | 5-13|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 17-29 | 6-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 29-37 | 9-16|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 37-46 | 10-17|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 46-58 | 10-17|1.80-2.00| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 58-60 | 7-17|1.80-2.05| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

 Pence, very 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| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |
612 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 | | | | |

 | | | | | | | | | | | |

3556C: | | | | | | | | | | | |

 Newood, very stony----| 0-4 | 6-15|1.35-1.70| 0.60-2.00 |0.12-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 8 | 0

 | 4-5 | 5-13|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 5-13 | 6-15|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 13-17 | 5-13|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 17-29 | 6-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 29-37 | 9-16|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 37-46 | 10-17|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 46-58 | 10-17|1.80-2.00| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 58-60 | 7-17|1.80-2.05| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

 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 | | |

 | | | | | | | | | | | |

 Cathro----------------| 0-28 | --- |0.28-0.45| 0.20-6.00 |0.35-0.45| --- | 60-85 | --- | --- | 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 | | |

 | | | | | | | | | | | |

3561A: | | | | | | | | | | | |

 Pesabic, very stony---| 0-3 | --- |0.15-0.30| 6.00-20 |0.45-0.55| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 3-4 | 6-15|1.35-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.1-1.0 | .24 | .24 | | |

 | 4-16 | 6-15|1.35-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 1.0-3.0 | .24 | .24 | | |

 | 16-30 | 6-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.1-1.0 | .28 | .28 | | |

 | 30-39 | 6-17|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.1-1.0 | .28 | .28 | | |

 | 39-53 | 10-20|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 53-84 | 4-17|1.80-2.05|0.0000-0.06|0.00-0.04| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | | | | | | | | | | | |

 Worwood---------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 4 | 3 | 86

 | 1-2 | 2-14|1.40-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.0-2.0 | .24 | .24 | | |

 | 2-10 | 3-15|1.40-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.0-2.0 | .24 | .24 | | |

 | 10-15 | 3-15|1.40-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.0-2.0 | .24 | .24 | | |

 | 15-27 | 3-15|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 27-38 | 2-5 |1.40-1.70| 6.00-20 |0.02-0.11| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 38-50 | 0-3 |1.50-1.80| 6.00-20 |0.01-0.08| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 50-70 | 5-15|1.40-1.80| 0.20-0.60 |0.10-0.18| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |

 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 | | |

 | | | | | | | | | | | |

3569C: | | | | | | | | | | | |

 Newood, very stony----| 0-4 | 6-15|1.35-1.70| 0.60-2.00 |0.12-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 8 | 0

 | 4-5 | 5-13|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 5-13 | 6-15|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 13-17 | 5-13|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 17-29 | 6-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 29-37 | 9-16|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 37-46 | 10-17|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 46-58 | 10-17|1.80-2.00| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 58-60 | 7-17|1.80-2.05| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |
Taylor County, Wisconsin 613

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 | | | | |

 | | | | | | | | | | | |

3569C: | | | | | | | | | | | |

 Pesabic, very stony---| 0-3 | --- |0.15-0.30| 6.00-20 |0.45-0.55| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 3-4 | 6-15|1.35-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.1-1.0 | .24 | .24 | | |

 | 4-16 | 6-15|1.35-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 1.0-3.0 | .24 | .24 | | |

 | 16-30 | 6-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.1-1.0 | .28 | .28 | | |

 | 30-39 | 6-17|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.1-1.0 | .28 | .28 | | |

 | 39-53 | 10-20|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 53-84 | 4-17|1.80-2.05| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | | | | | | | | | | | |

 Cathro----------------| 0-28 | --- |0.28-0.45| 0.20-6.00 |0.35-0.45| --- | 60-85 | --- | --- | 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 | | |

 | | | | | | | | | | | |

3666B: | | | | | | | | | | | |

 Pesabic, very stony---| 0-3 | --- |0.15-0.30| 6.00-20 |0.45-0.55| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 3-4 | 6-15|1.35-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.1-1.0 | .24 | .24 | | |

 | 4-16 | 6-15|1.35-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 1.0-3.0 | .24 | .24 | | |

 | 16-30 | 6-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.1-1.0 | .28 | .28 | | |

 | 30-39 | 6-17|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.1-1.0 | .28 | .28 | | |

 | 39-53 | 10-20|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 53-84 | 4-17|1.80-2.05|0.0000-0.06|0.00-0.04| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | | | | | | | | | | | |

3863C: | | | | | | | | | | | |

 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 | | |

 | | | | | | | | | | | |

 Freeon, very stony----| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 1-5 | 7-17|1.35-1.55| 0.60-2.00 |0.18-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | | |

 | 5-9 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 9-13 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 13-19 | 5-17|1.30-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.1-1.0 | .43 | .43 | | |

 | 19-26 | 7-17|1.70-1.80| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 26-38 | 3-14|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 38-58 | 3-14|1.80-2.00| 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 | | |

 | | | | | | | | | | | |

 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 | | |

 | | | | | | | | | | | |

9052A: | | | | | | | | | | | |

 Cathro----------------| 0-28 | --- |0.28-0.45| 0.20-6.00 |0.35-0.45| --- | 60-85 | --- | --- | 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 | | |

 | | | | | | | | | | | |

 Capitola, very stony--| 0-5 | --- |0.15-0.35| 2.00-6.00 |0.35-0.45| --- | 50-80 | --- | --- | 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 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

 Lupton----------------| 0-60 | --- |0.10-0.35| 0.20-6.00 |0.35-0.45| --- | 70-90 | --- | --- | 3 | 8 | 0

 | | | | | | | | | | | |

9055A: | | | | | | | | | | | |

 Loxley----------------| 0-12 | --- |0.30-0.40| 6.00-20 |0.55-0.65| --- | 70-90 | --- | --- | 3 | 8 | 0

 | 12-60 | --- |0.10-0.35| 0.20-6.00 |0.35-0.45| --- | 70-90 | --- | --- | | |

 | | | | | | | | | | | |
614 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 | | | | |

 | | | | | | | | | | | |

9060D: | | | | | | | | | | | |

 Pelissier-------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.35-0.45| --- | 65-85 | --- | --- | 2 | 3 | 86

 | 2-6 | 2-15|1.30-1.60| 2.00-6.00 |0.10-0.12| 0.0-2.9 | 0.5-1.0 | .20 | .20 | | |

 | 6-10 | 2-15|1.30-1.65| 2.00-6.00 |0.08-0.12| 0.0-2.9 | 0.6-1.0 | .15 | .24 | | |

 | 10-21 | 0-10|1.30-1.70| 6.00-20 |0.03-0.05| 0.0-2.9 | 0.0-0.5 | .05 | .15 | | |

 | 21-80 | 0-5 |1.55-1.65| 20-100 |0.02-0.04| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

9071B: | | | | | | | | | | | |

 Freeon, very stony----| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 1-5 | 7-17|1.35-1.55| 0.60-2.00 |0.18-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | | |

 | 5-9 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 9-13 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 13-19 | 5-17|1.30-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.1-1.0 | .43 | .43 | | |

 | 19-26 | 7-17|1.70-1.80| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 26-38 | 3-14|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 38-58 | 3-14|1.80-2.00| 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 | | |

 | | | | | | | | | | | |

9077C: | | | | | | | | | | | |

 Freeon, very stony----| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 1-5 | 7-17|1.35-1.55| 0.60-2.00 |0.18-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | | |

 | 5-9 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 9-13 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 13-19 | 5-17|1.30-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.1-1.0 | .43 | .43 | | |

 | 19-26 | 7-17|1.70-1.80| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 26-38 | 3-14|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 38-58 | 3-14|1.80-2.00| 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 | | |

 | | | | | | | | | | | |

9078A: | | | | | | | | | | | |

 Freeon, very stony----| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 1-5 | 7-17|1.35-1.55| 0.60-2.00 |0.18-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | | |

 | 5-9 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 9-13 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 13-19 | 5-17|1.30-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.1-1.0 | .43 | .43 | | |

 | 19-26 | 7-17|1.70-1.80| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 26-38 | 3-14|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 38-58 | 3-14|1.80-2.00| 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, 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 | | |

 | | | | | | | | | | | |

 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 | | |

 | | | | | | | | | | | |
Taylor County, Wisconsin 615

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 | | | | |

 | | | | | | | | | | | |

9081C: | | | | | | | | | | | |

 Newot, very stony-----| 0-2 | --- |0.15-0.30| 6.00-20 |0.35-0.45| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 2-4 | 2-12|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 4-10 | 2-12|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 1.0-2.0 | .20 | .28 | | |

 | 10-25 | 5-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 25-38 | 5-15|1.40-1.70| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 38-55 | 7-17|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 55-60 | 6-12|1.80-2.05| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | | | | | | | | | | | |

9082B: | | | | | | | | | | | |

 Newood, very stony----| 0-4 | 6-15|1.35-1.70| 0.60-2.00 |0.12-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 8 | 0

 | 4-5 | 5-13|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 5-13 | 6-15|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 13-17 | 5-13|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 17-29 | 6-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 29-37 | 9-16|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 37-46 | 10-17|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 46-58 | 10-17|1.80-2.00| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 58-60 | 7-17|1.80-2.05| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

9083A: | | | | | | | | | | | |

 Crystal Lake----------| 0-4 | 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

 | 4-12 | 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 | | |

 | | | | | | | | | | | |

9083B: | | | | | | | | | | | |

 Crystal Lake----------| 0-4 | 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

 | 4-12 | 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 | | |

 | | | | | | | | | | | |

9086A: | | | | | | | | | | | |

 Freeon, very stony----| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 1-5 | 7-17|1.35-1.55| 0.60-2.00 |0.18-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | | |

 | 5-9 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 9-13 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 13-19 | 5-17|1.30-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.1-1.0 | .43 | .43 | | |

 | 19-26 | 7-17|1.70-1.80| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 26-38 | 3-14|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 38-58 | 3-14|1.80-2.00| 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 | | |

 | | | | | | | | | | | |

9087C: | | | | | | | | | | | |

 Crystal Lake----------| 0-4 | 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

 | 4-12 | 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 | | |

 | | | | | | | | | | | |

 Freeon, very stony----| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 1-5 | 7-17|1.35-1.55| 0.60-2.00 |0.18-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | | |

 | 5-9 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 9-13 | 7-17|1.55-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | .43 | .43 | | |

 | 13-19 | 5-17|1.30-1.60| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.1-1.0 | .43 | .43 | | |

 | 19-26 | 7-17|1.70-1.80| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 26-38 | 3-14|1.65-1.90| 0.06-0.60 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 38-58 | 3-14|1.80-2.00| 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 | | |

 | | | | | | | | | | | |
616 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 | | | | |

 | | | | | | | | | | | |

9087C: | | | | | | | | | | | |

 Newot, very stony-----| 0-2 | --- |0.15-0.30| 6.00-20 |0.35-0.45| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 2-4 | 2-12|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 4-10 | 2-12|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 1.0-2.0 | .20 | .28 | | |

 | 10-25 | 5-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 25-38 | 5-15|1.40-1.70| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 38-55 | 7-17|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 55-60 | 6-12|1.80-2.05| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | | | | | | | | | | | |

9088A: | | | | | | | | | | | |

 Newood, very stony----| 0-4 | 6-15|1.35-1.70| 0.60-2.00 |0.12-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 8 | 0

 | 4-5 | 5-13|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 5-13 | 6-15|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 13-17 | 5-13|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 17-29 | 6-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 29-37 | 9-16|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 37-46 | 10-17|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 46-58 | 10-17|1.80-2.00| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 58-60 | 7-17|1.80-2.05| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

 Capitola, very stony--| 0-5 | --- |0.15-0.35| 2.00-6.00 |0.35-0.45| --- | 50-80 | --- | --- | 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 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

9089B: | | | | | | | | | | | |

 Newood, very stony----| 0-4 | 6-15|1.35-1.70| 0.60-2.00 |0.12-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 8 | 0

 | 4-5 | 5-13|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 5-13 | 6-15|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 13-17 | 5-13|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 17-29 | 6-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 29-37 | 9-16|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 37-46 | 10-17|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 46-58 | 10-17|1.80-2.00| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 58-60 | 7-17|1.80-2.05| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

 Lupton----------------| 0-60 | --- |0.10-0.35| 0.20-6.00 |0.35-0.45| --- | 70-90 | --- | --- | 3 | 8 | 0

 | | | | | | | | | | | |

9090C: | | | | | | | | | | | |

 Newood, very stony----| 0-4 | 6-15|1.35-1.70| 0.60-2.00 |0.12-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 8 | 0

 | 4-5 | 5-13|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 5-13 | 6-15|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 13-17 | 5-13|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 17-29 | 6-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 29-37 | 9-16|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 37-46 | 10-17|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 46-58 | 10-17|1.80-2.00| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 58-60 | 7-17|1.80-2.05| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

 Newot, very stony-----| 0-2 | --- |0.15-0.30| 6.00-20 |0.35-0.45| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 2-4 | 2-12|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 4-10 | 2-12|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 1.0-2.0 | .20 | .28 | | |

 | 10-25 | 5-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 25-38 | 5-15|1.40-1.70| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 38-55 | 7-17|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 55-60 | 6-12|1.80-2.05| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | | | | | | | | | | | |

 Lupton----------------| 0-60 | --- |0.10-0.35| 0.20-6.00 |0.35-0.45| --- | 70-90 | --- | --- | 3 | 8 | 0

 | | | | | | | | | | | |
Taylor County, Wisconsin 617

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 | | | | |

 | | | | | | | | | | | |

9092D: | | | | | | | | | | | |

 Newot, very stony-----| 0-2 | --- |0.15-0.30| 6.00-20 |0.35-0.45| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 2-4 | 2-12|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 4-10 | 2-12|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 1.0-2.0 | .20 | .28 | | |

 | 10-25 | 5-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 25-38 | 5-15|1.40-1.70| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 38-55 | 7-17|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 55-60 | 6-12|1.80-2.05| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | | | | | | | | | | | |

9093C: | | | | | | | | | | | |

 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 | 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 | | |

 | | | | | | | | | | | |

9096C: | | | | | | | | | | | |

 Newot, very stony-----| 0-2 | --- |0.15-0.30| 6.00-20 |0.35-0.45| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 2-4 | 2-12|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 4-10 | 2-12|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 1.0-2.0 | .20 | .28 | | |

 | 10-25 | 5-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 25-38 | 5-15|1.40-1.70| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 38-55 | 7-17|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 55-60 | 6-12|1.80-2.05| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | | | | | | | | | | | |

 Pesabic, very stony---| 0-3 | --- |0.15-0.30| 6.00-20 |0.45-0.55| --- | 65-85 | --- | --- | 4 | 8 | 0

 | 3-4 | 6-15|1.35-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.1-1.0 | .24 | .24 | | |

 | 4-16 | 6-15|1.35-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 1.0-3.0 | .24 | .24 | | |

 | 16-30 | 6-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.1-1.0 | .28 | .28 | | |

 | 30-39 | 6-17|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.1-1.0 | .28 | .28 | | |

 | 39-53 | 10-20|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 53-84 | 4-17|1.80-2.05| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | | | | | | | | | | | |

 Lupton----------------| 0-60 | --- |0.10-0.35| 0.20-6.00 |0.35-0.45| --- | 70-90 | --- | --- | 3 | 8 | 0

 | | | | | | | | | | | |

9097B: | | | | | | | | | | | |

 Newood, very stony----| 0-4 | 6-15|1.35-1.70| 0.60-2.00 |0.12-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 8 | 0

 | 4-5 | 5-13|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 5-13 | 6-15|1.35-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-2.0 | .17 | .24 | | |

 | 13-17 | 5-13|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 17-29 | 6-15|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 29-37 | 9-16|1.40-1.70| 0.60-2.00 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 37-46 | 10-17|1.70-1.90| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 46-58 | 10-17|1.80-2.00| 0.06-0.20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | .20 | .28 | | |

 | 58-60 | 7-17|1.80-2.05| 0.01-0.06 |0.00-0.04| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

 Padus, very stony-----| 0-2 | 9-15|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 | | |

 | | | | | | | | | | | |
618 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 | | | | |

 | | | | | | | | | | | |

9098A: | | | | | | | | | | | |

 Oesterle--------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.45-0.55| --- | 65-85 | --- | --- | 4 | 5 | 56

 | 2-5 | 10-15|1.35-1.55| 0.60-2.00 |0.16-0.24| 0.0-2.9 | 0.5-3.0 | .32 | .32 | | |

 | 5-13 | 8-13|1.40-1.70| 0.60-6.00 |0.09-0.20| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 13-18 | 8-15|1.40-1.70| 0.60-6.00 |0.09-0.20| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 18-26 | 7-17|1.40-1.70| 0.60-6.00 |0.05-0.18| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 26-35 | 7-17|1.40-1.70| 0.60-6.00 |0.05-0.18| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 35-44 | 1-6 |1.50-1.75| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 44-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

9099B: | | | | | | | | | | | |

 Antigo----------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.35-0.45| --- | 65-85 | --- | --- | 4 | 5 | 56

 | 2-4 | 8-15|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-1.0 | .37 | .37 | | |

 | 4-14 | 8-15|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-1.0 | .37 | .37 | | |

 | 14-20 | 8-17|1.55-1.65| 0.60-2.00 |0.16-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 20-31 | 8-17|1.55-1.65| 0.60-2.00 |0.16-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 31-37 | 2-17|1.55-1.70| 0.60-2.00 |0.05-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 37-40 | 2-10|1.55-1.70| 0.60-2.00 |0.05-0.12| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 40-60 | 0-5 |1.55-1.80| 6.00-20 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

9197C: | | | | | | | | | | | |

 Pelissier-------------| 0-3 | --- |0.15-0.30| 6.00-20 |0.35-0.45| --- | 65-85 | --- | --- | 2 | 8 | 0

 | 3-5 | 4-10|1.40-1.70| 2.00-6.00 |0.05-0.14| 0.0-2.9 | 0.5-1.0 | .15 | .20 | | |

 | 5-13 | 2-10|1.60-1.70| 6.00-20 |0.03-0.12| 0.0-2.9 | 0.6-1.0 | .10 | .17 | | |

 | 13-20 | 2-8 |1.60-1.70| 6.00-20 |0.01-0.05| 0.0-2.9 | 0.0-0.5 | .05 | .15 | | |

 | 20-60 | 0-5 |1.55-1.70| 20-100 |0.01-0.05| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 60-80 | 0-5 |1.55-1.65| 20-100 |0.02-0.04| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

M-W. | | | | | | | | | | | |

 Miscellaneous water | | | | | | | | | | | |

 | | | | | | | | | | | |

W. | | | | | | | | | | | |

 Water | | | | | | | | | | | |

 | | | | | | | | | | | | ________________________________________________________________________________________________________________________
Taylor County, Wisconsin 619

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

 | | | | |

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

 | | | | |

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

 | | | | |

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

 | | | | |

48B: | | | | |

 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

 | | | | |

57B: | | | | |

 Spencer--------------| 0-9 | 6.0-20 | --- | 4.5-7.3 | 0

 | 9-12 | --- | 2.0-20 | 4.5-6.5 | 0

 | 12-22 | --- | 4.0-20 | 4.5-6.0 | 0

 | 22-30 | --- | 4.0-20 | 4.5-6.0 | 0

 | 30-42 | --- | 4.0-20 | 4.5-6.0 | 0

 | 42-48 | 2.0-15 | --- | 5.1-6.5 | 0

 | 48-72 | 2.0-15 | --- | 5.1-6.5 | 0

 | | | | |
620 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

 | | | | |

59A: | | | | |

 Almena---------------| 0-9 | 7.0-30 | --- | 4.5-7.3 | 0

 | 9-13 | --- | 2.0-20 | 4.5-6.0 | 0

 | 13-21 | --- | 3.0-20 | 4.5-6.0 | 0

 | 21-42 | --- | 4.0-25 | 4.5-6.0 | 0

 | 42-60 | 2.0-15 | --- | 5.1-6.5 | 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

 | | | | |

63D: | | | | |

 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

 | | | | |

77A: | | | | |

 Auburndale-----------| 0-7 | 10-45 | --- | 4.5-7.3 | 0

 | 7-14 | --- | 2.0-20 | 4.5-6.0 | 0

 | 14-41 | --- | 4.0-20 | 4.5-6.0 | 0

 | 41-53 | --- | 1.0-15 | 4.5-6.0 | 0

 | 53-60 | 1.0-15 | --- | 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

 | | | | |
Taylor County, Wisconsin 621

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

 | | | | |

182D: | | | | |

 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

 | | | | |

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

 | | | | |

308B: | | | | |

 Blackriver-----------| 0-9 | 5.0-20 | --- | 4.5-7.3 | 0

 | 9-18 | 2.0-20 | --- | 4.5-6.5 | 0

 | 18-25 | 3.0-20 | --- | 4.5-6.5 | 0

 | 25-48 | 4.0-20 | --- | 4.5-6.5 | 0

 | 48-52 | 0.0-15 | --- | 4.5-6.5 | 0

 | 52-60 | 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

 | | | | |
622 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

 | | | | |

324A: | | | | |

 Maplehurst-----------| 0-9 | 5.0-20 | --- | 4.5-7.3 | 0

 | 9-16 | 2.0-20 | --- | 4.5-6.5 | 0

 | 16-25 | 3.0-20 | --- | 4.5-6.5 | 0

 | 25-44 | 4.0-20 | --- | 4.5-6.5 | 0

 | 44-47 | 0.0-15 | --- | 4.5-6.5 | 0

 | 47-60 | 0.0-6.0 | --- | 4.5-6.5 | 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

 | | | | |

345B: | | | | |

 Freeon, very stony---| 0-1 | --- | 80-120 | 3.6-5.5 | 0

 | 1-5 | --- | 3.0-20 | 3.5-7.3 | 0

 | 5-9 | --- | 1.0-15 | 3.5-6.0 | 0

 | 9-13 | --- | 1.0-15 | 3.5-6.0 | 0

 | 13-19 | 1.0-15 | --- | 4.5-6.5 | 0

 | 19-26 | 1.0-15 | --- | 4.5-6.5 | 0

 | 26-38 | 1.0-10 | --- | 4.5-6.5 | 0

 | 38-58 | 1.0-10 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-10 | --- | 4.5-6.5 | 0

 | | | | |

 Sconsin--------------| 0-4 | 6.0-20 | --- | 4.5-7.3 | 0

 | 4-5 | 1.0-15 | --- | 4.5-6.5 | 0

 | 5-10 | 1.0-15 | --- | 4.5-6.5 | 0

 | 10-18 | 1.0-15 | --- | 4.5-6.5 | 0

 | 18-27 | 1.0-15 | --- | 4.5-6.5 | 0

 | 27-34 | 2.0-15 | --- | 4.5-6.5 | 0

 | 34-38 | 2.0-15 | --- | 4.5-6.5 | 0

 | 38-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

346E: | | | | |

 Newot, very stony----| 0-2 | --- | 80-120 | 3.6-5.5 | 0

 | 2-4 | --- | 3.0-20 | 3.6-5.5 | 0

 | 4-10 | --- | 2.0-15 | 4.5-5.5 | 0

 | 10-25 | --- | 1.0-15 | 4.5-6.0 | 0

 | 25-38 | 2.0-15 | --- | 5.1-6.5 | 0

 | 38-55 | 2.0-15 | --- | 5.1-6.5 | 0

 | 55-60 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |

 Pence, very 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

 | | | | |

355B: | | | | |

 Loyal----------------| 0-9 | 4.0-20 | --- | 4.5-7.3 | 0

 | 9-14 | --- | 2.0-15 | 4.5-7.3 | 0

 | 14-20 | --- | 2.0-20 | 4.5-6.0 | 0

 | 20-24 | --- | 4.0-20 | 4.5-6.0 | 0

 | 24-45 | 4.0-30 | --- | 4.5-7.3 | 0

 | 45-60 | --- | 14-22 | 4.5-5.5 | 0

 | | | | |
Taylor County, Wisconsin 623

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

 | | | | |

355C: | | | | |

 Loyal----------------| 0-9 | 4.0-20 | --- | 4.5-7.3 | 0

 | 9-14 | --- | 2.0-15 | 4.5-7.3 | 0

 | 14-20 | --- | 2.0-20 | 4.5-6.0 | 0

 | 20-24 | --- | 4.0-20 | 4.5-6.0 | 0

 | 24-45 | 4.0-30 | --- | 4.5-7.3 | 0

 | 45-60 | --- | 14-22 | 4.5-5.5 | 0

 | | | | |

356A: | | | | |

 Withee---------------| 0-9 | 6.0-25 | --- | 4.5-7.3 | 0

 | 9-14 | --- | --- | 4.5-7.3 | 0

 | 14-18 | --- | 2.0-13 | 4.5-5.5 | 0

 | 18-24 | --- | 2.0-13 | 4.5-5.5 | 0

 | 24-47 | 4.0-30 | --- | 4.5-7.3 | 0

 | 47-60 | --- | 14-22 | 4.5-5.5 | 0

 | | | | |

357A: | | | | |

 Marshfield-----------| 0-9 | --- | 9.0-40 | 3.5-7.3 | 0

 | 9-14 | --- | 3.0-25 | 3.5-6.0 | 0

 | 14-30 | --- | 5.0-30 | 3.5-6.0 | 0

 | 30-36 | 4.0-30 | --- | 4.5-7.3 | 0

 | 36-60 | --- | 14-22 | 4.5-5.5 | 0

 | | | | |

408A: | | | | |

 Lupton---------------| 0-60 | 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

 | | | | |

414A: | | | | |

 Loxley---------------| 0-12 | --- | 50-100 | 3.5-4.4 | 0

 | 12-60 | --- | 50-120 | 3.5-4.4 | 0

 | | | | |

 Beseman--------------| 0-12 | --- | 50-150 | 3.5-4.4 | 0

 | 12-36 | --- | 50-150 | 3.5-4.4 | 0

 | 36-60 | 3.0-15 | --- | 3.5-7.3 | 0

 | | | | |

457B: | | | | |

 Freeon, very stony---| 0-1 | --- | 80-120 | 3.6-5.5 | 0

 | 1-5 | --- | 3.0-20 | 3.5-7.3 | 0

 | 5-9 | --- | 1.0-15 | 3.5-6.0 | 0

 | 9-13 | --- | 1.0-15 | 3.5-6.0 | 0

 | 13-19 | 1.0-15 | --- | 4.5-6.5 | 0

 | 19-26 | 1.0-15 | --- | 4.5-6.5 | 0

 | 26-38 | 1.0-10 | --- | 4.5-6.5 | 0

 | 38-58 | 1.0-10 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-10 | --- | 4.5-6.5 | 0

 | | | | |

 Freeon---------------| 0-9 | --- | 3.0-20 | 3.5-7.3 | 0

 | 9-13 | --- | 1.0-15 | 3.5-6.0 | 0

 | 13-19 | 1.0-15 | --- | 4.5-6.5 | 0

 | 19-26 | 1.0-15 | --- | 4.5-6.5 | 0

 | 26-38 | 1.0-10 | --- | 4.5-6.5 | 0

 | 38-58 | 1.0-10 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-10 | --- | 4.5-6.5 | 0

 | | | | |
624 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

 | | | | |

457C: | | | | |

 Freeon, very stony---| 0-1 | --- | 80-120 | 3.6-5.5 | 0

 | 1-5 | --- | 3.0-20 | 3.5-7.3 | 0

 | 5-9 | --- | 1.0-15 | 3.5-6.0 | 0

 | 9-13 | --- | 1.0-15 | 3.5-6.0 | 0

 | 13-19 | 1.0-15 | --- | 4.5-6.5 | 0

 | 19-26 | 1.0-15 | --- | 4.5-6.5 | 0

 | 26-38 | 1.0-10 | --- | 4.5-6.5 | 0

 | 38-58 | 1.0-10 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-10 | --- | 4.5-6.5 | 0

 | | | | |

 Freeon---------------| 0-9 | --- | 3.0-20 | 3.5-7.3 | 0

 | 9-13 | --- | 1.0-15 | 3.5-6.0 | 0

 | 13-19 | 1.0-15 | --- | 4.5-6.5 | 0

 | 19-26 | 1.0-15 | --- | 4.5-6.5 | 0

 | 26-38 | 1.0-10 | --- | 4.5-6.5 | 0

 | 38-58 | 1.0-10 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-10 | --- | 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

 | | | | |

525B: | | | | |

 Newood, very stony---| 0-4 | 3.0-20 | --- | 4.5-7.3 | 0

 | 4-5 | --- | 2.0-15 | 4.5-6.0 | 0

 | 5-13 | --- | 2.0-15 | 4.5-6.0 | 0

 | 13-17 | 1.0-15 | --- | 4.5-6.5 | 0

 | 17-29 | 1.0-15 | --- | 4.5-6.5 | 0

 | 29-37 | 1.0-15 | --- | 4.5-6.5 | 0

 | 37-46 | 2.0-15 | --- | 4.5-6.5 | 0

 | 46-58 | 2.0-15 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |

 Padwood--------------| 0-4 | 5.0-20 | --- | 4.5-7.3 | 0

 | 4-5 | --- | 2.0-15 | 4.5-6.0 | 0

 | 5-15 | --- | 2.0-15 | 4.5-6.0 | 0

 | 15-27 | 1.0-15 | --- | 4.5-6.5 | 0

 | 27-36 | 0.0-5.0 | --- | 4.5-6.5 | 0

 | 36-50 | 0.0-3.0 | --- | 5.1-6.5 | 0

 | 50-70 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |

 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

 | | | | |

527B: | | | | |

 Padwood--------------| 0-4 | 5.0-20 | --- | 4.5-7.3 | 0

 | 4-5 | --- | 2.0-15 | 4.5-6.0 | 0

 | 5-15 | --- | 2.0-15 | 4.5-6.0 | 0

 | 15-27 | 1.0-15 | --- | 4.5-6.5 | 0

 | 27-36 | 0.0-5.0 | --- | 4.5-6.5 | 0

 | 36-50 | 0.0-3.0 | --- | 5.1-6.5 | 0

 | 50-70 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |
Taylor County, Wisconsin 625

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

 | | | | |

537D: | | | | |

 Newot, very stony----| 0-2 | --- | 80-120 | 3.6-5.5 | 0

 | 2-4 | --- | 3.0-20 | 3.6-5.5 | 0

 | 4-10 | --- | 2.0-15 | 4.5-5.5 | 0

 | 10-25 | --- | 1.0-15 | 4.5-6.0 | 0

 | 25-38 | 2.0-15 | --- | 5.1-6.5 | 0

 | 38-55 | 2.0-15 | --- | 5.1-6.5 | 0

 | 55-60 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |

 Newood, very stony---| 0-4 | 3.0-20 | --- | 4.5-7.3 | 0

 | 4-5 | --- | 2.0-15 | 4.5-6.0 | 0

 | 5-13 | --- | 2.0-15 | 4.5-6.0 | 0

 | 13-17 | 1.0-15 | --- | 4.5-6.5 | 0

 | 17-29 | 1.0-15 | --- | 4.5-6.5 | 0

 | 29-37 | 1.0-15 | --- | 4.5-6.5 | 0

 | 37-46 | 2.0-15 | --- | 4.5-6.5 | 0

 | 46-58 | 2.0-15 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-15 | --- | 5.1-6.5 | 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

 | | | | |

545C: | | | | |

 Freeon, very stony---| 0-1 | --- | 80-120 | 3.6-5.5 | 0

 | 1-5 | --- | 3.0-20 | 3.5-7.3 | 0

 | 5-9 | --- | 1.0-15 | 3.5-6.0 | 0

 | 9-13 | --- | 1.0-15 | 3.5-6.0 | 0

 | 13-19 | 1.0-15 | --- | 4.5-6.5 | 0

 | 19-26 | 1.0-15 | --- | 4.5-6.5 | 0

 | 26-38 | 1.0-10 | --- | 4.5-6.5 | 0

 | 38-58 | 1.0-10 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-10 | --- | 4.5-6.5 | 0

 | | | | |

 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

 | | | | |

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

 | | | | |

560A: | | | | |

 Worwood--------------| 0-1 | --- | 80-120 | 3.6-5.5 | 0

 | 1-2 | --- | 2.0-15 | 4.5-6.0 | 0

 | 2-10 | --- | 2.0-15 | 4.5-6.0 | 0

 | 10-15 | --- | 2.0-15 | 4.5-6.0 | 0

 | 15-27 | 1.0-15 | --- | 4.5-6.5 | 0

 | 27-38 | 0.0-5.0 | --- | 4.5-6.5 | 0

 | 38-50 | 0.0-3.0 | --- | 5.1-6.5 | 0

 | 50-70 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |
626 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

 | | | | |

571E: | | | | |

 Pelissier------------| 0-2 | --- | 80-120 | 3.6-5.5 | 0

 | 2-6 | --- | 2.0-10 | 3.6-5.5 | 0

 | 6-10 | --- | 1.0-5.0 | 4.5-5.5 | 0

 | 10-21 | --- | 1.0-4.0 | 5.1-5.5 | 0

 | 21-80 | --- | 1.0-2.0 | 5.1-5.5 | 0

 | | | | |

612A: | | | | |

 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

 | | | | |

 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

 | | | | |

623A: | | | | |

 Capitola, very stony | 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

 | | | | |

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

 | | | | |

637B: | | | | |

 Newood, very stony---| 0-4 | 3.0-20 | --- | 4.5-7.3 | 0

 | 4-5 | --- | 2.0-15 | 4.5-6.0 | 0

 | 5-13 | --- | 2.0-15 | 4.5-6.0 | 0

 | 13-17 | 1.0-15 | --- | 4.5-6.5 | 0

 | 17-29 | 1.0-15 | --- | 4.5-6.5 | 0

 | 29-37 | 1.0-15 | --- | 4.5-6.5 | 0

 | 37-46 | 2.0-15 | --- | 4.5-6.5 | 0

 | 46-58 | 2.0-15 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |
Taylor County, Wisconsin 627

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

 | | | | |

637C: | | | | |

 Newood, very stony---| 0-4 | 3.0-20 | --- | 4.5-7.3 | 0

 | 4-5 | --- | 2.0-15 | 4.5-6.0 | 0

 | 5-13 | --- | 2.0-15 | 4.5-6.0 | 0

 | 13-17 | 1.0-15 | --- | 4.5-6.5 | 0

 | 17-29 | 1.0-15 | --- | 4.5-6.5 | 0

 | 29-37 | 1.0-15 | --- | 4.5-6.5 | 0

 | 37-46 | 2.0-15 | --- | 4.5-6.5 | 0

 | 46-58 | 2.0-15 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |

642B: | | | | |

 Pesabic, very stony--| 0-3 | --- | 80-120 | 3.6-5.5 | 0

 | 3-4 | 3.0-20 | --- | 4.5-6.5 | 0

 | 4-16 | 1.0-15 | --- | 4.5-6.5 | 0

 | 16-30 | 2.0-17 | --- | 4.5-6.5 | 0

 | 30-39 | 2.0-17 | --- | 4.5-6.5 | 0

 | 39-53 | 1.0-15 | --- | 4.5-6.5 | 0

 | 53-84 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |

 Capitola, very stony | 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

 | | | | |

 Newood, very stony---| 0-4 | 3.0-20 | --- | 4.5-7.3 | 0

 | 4-5 | --- | 2.0-15 | 4.5-6.0 | 0

 | 5-13 | --- | 2.0-15 | 4.5-6.0 | 0

 | 13-17 | 1.0-15 | --- | 4.5-6.5 | 0

 | 17-29 | 1.0-15 | --- | 4.5-6.5 | 0

 | 29-37 | 1.0-15 | --- | 4.5-6.5 | 0

 | 37-46 | 2.0-15 | --- | 4.5-6.5 | 0

 | 46-58 | 2.0-15 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |

648B: | | | | |

 Sconsin--------------| 0-4 | 6.0-20 | --- | 4.5-7.3 | 0

 | 4-5 | 1.0-15 | --- | 4.5-6.5 | 0

 | 5-10 | 1.0-15 | --- | 4.5-6.5 | 0

 | 10-18 | 1.0-15 | --- | 4.5-6.5 | 0

 | 18-27 | 1.0-15 | --- | 4.5-6.5 | 0

 | 27-34 | 2.0-15 | --- | 4.5-6.5 | 0

 | 34-38 | 2.0-15 | --- | 4.5-6.5 | 0

 | 38-60 | 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

 | | | | |

737D: | | | | |

 Santiago, very stony | 0-4 | 3.0-20 | --- | 4.5-7.3 | 0

 | 4-16 | 1.0-15 | --- | 4.5-6.5 | 0

 | 16-22 | 1.0-15 | --- | 4.5-6.5 | 0

 | 22-44 | 1.0-15 | --- | 4.5-6.5 | 0

 | 44-60 | 1.0-10 | --- | 5.1-7.3 | 0

 | | | | |
628 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

 | | | | |

748A: | | | | |

 Brander--------------| 0-10 | 4.0-20 | --- | 4.5-7.3 | 0

 | 10-17 | 3.0-20 | --- | 4.5-6.5 | 0

 | 17-22 | 4.0-25 | --- | 4.5-6.5 | 0

 | 22-32 | 4.0-25 | --- | 4.5-6.5 | 0

 | 32-35 | 1.0-15 | --- | 4.5-6.5 | 0

 | 35-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

755A: | | | | |

 Moppet---------------| 0-4 | --- | 6.0-20 | 3.6-6.0 | 0

 | 4-10 | --- | 3.0-15 | 3.6-6.0 | 0

 | 10-39 | --- | 3.0-15 | 3.6-6.0 | 0

 | 39-60 | --- | 1.0-10 | 3.6-6.5 | 0

 | | | | |

 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

 | | | | |

757B: | | | | |

 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

 | | | | |

 Freeon, very stony---| 0-1 | --- | 80-120 | 3.6-5.5 | 0

 | 1-5 | --- | 3.0-20 | 3.5-7.3 | 0

 | 5-9 | --- | 1.0-15 | 3.5-6.0 | 0

 | 9-13 | --- | 1.0-15 | 3.5-6.0 | 0

 | 13-19 | 1.0-15 | --- | 4.5-6.5 | 0

 | 19-26 | 1.0-15 | --- | 4.5-6.5 | 0

 | 26-38 | 1.0-10 | --- | 4.5-6.5 | 0

 | 38-58 | 1.0-10 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-10 | --- | 4.5-6.5 | 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

 | | | | |

 Freeon---------------| 0-9 | --- | 3.0-20 | 3.5-7.3 | 0

 | 9-13 | --- | 1.0-15 | 3.5-6.0 | 0

 | 13-19 | 1.0-15 | --- | 4.5-6.5 | 0

 | 19-26 | 1.0-15 | --- | 4.5-6.5 | 0

 | 26-38 | 1.0-10 | --- | 4.5-6.5 | 0

 | 38-58 | 1.0-10 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-10 | --- | 4.5-6.5 | 0

 | | | | |

766A: | | | | |

 Moppet---------------| 0-4 | --- | 6.0-20 | 3.6-6.0 | 0

 | 4-10 | --- | 3.0-15 | 3.6-6.0 | 0

 | 10-39 | --- | 3.0-15 | 3.6-6.0 | 0

 | 39-60 | --- | 1.0-10 | 3.6-6.5 | 0

 | | | | |
Taylor County, Wisconsin 629

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

 | | | | |

822A: | | | | |

 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

 | | | | |

 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

 | | | | |

 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

 | | | | |

837E: | | | | |

 Newot, very stony----| 0-2 | --- | 80-120 | 3.6-5.5 | 0

 | 2-4 | --- | 3.0-20 | 3.6-5.5 | 0

 | 4-10 | --- | 2.0-15 | 4.5-5.5 | 0

 | 10-25 | --- | 1.0-15 | 4.5-6.0 | 0

 | 25-38 | 2.0-15 | --- | 5.1-6.5 | 0

 | 38-55 | 2.0-15 | --- | 5.1-6.5 | 0

 | 55-60 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |

848A: | | | | |

 Ribriver-------------| 0-5 | 4.0-20 | --- | 4.5-7.3 | 0

 | 5-10 | 3.0-20 | --- | 4.5-6.5 | 0

 | 10-17 | 4.0-25 | --- | 4.5-6.5 | 0

 | 17-24 | 4.0-25 | --- | 4.5-6.5 | 0

 | 24-45 | 4.0-25 | --- | 4.5-6.5 | 0

 | 45-48 | 1.0-15 | --- | 4.5-6.5 | 0

 | 48-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

863B: | | | | |

 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

 | | | | |

 Freeon, very stony---| 0-1 | --- | 80-120 | 3.6-5.5 | 0

 | 1-5 | --- | 3.0-20 | 3.5-7.3 | 0

 | 5-9 | --- | 1.0-15 | 3.5-6.0 | 0

 | 9-13 | --- | 1.0-15 | 3.5-6.0 | 0

 | 13-19 | 1.0-15 | --- | 4.5-6.5 | 0

 | 19-26 | 1.0-15 | --- | 4.5-6.5 | 0

 | 26-38 | 1.0-10 | --- | 4.5-6.5 | 0

 | 38-58 | 1.0-10 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-10 | --- | 4.5-6.5 | 0

 | | | | |
630 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

 | | | | |

863B: | | | | |

 Sconsin--------------| 0-4 | 6.0-20 | --- | 4.5-7.3 | 0

 | 4-5 | 1.0-15 | --- | 4.5-6.5 | 0

 | 5-10 | 1.0-15 | --- | 4.5-6.5 | 0

 | 10-18 | 1.0-15 | --- | 4.5-6.5 | 0

 | 18-27 | 1.0-15 | --- | 4.5-6.5 | 0

 | 27-34 | 2.0-15 | --- | 4.5-6.5 | 0

 | 34-38 | 2.0-15 | --- | 4.5-6.5 | 0

 | 38-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

923A: | | | | |

 Capitola, very stony | 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

 | | | | |

 Cebana, very stony---| 0-8 | 8.0-35 | --- | 5.1-7.3 | 0

 | 8-13 | 3.0-15 | --- | 5.1-6.5 | 0

 | 13-27 | 3.0-15 | --- | 5.1-6.5 | 0

 | 27-49 | 2.0-15 | --- | 5.1-7.3 | 0

 | 49-67 | 1.0-10 | --- | 5.1-7.3 | 0

 | 67-80 | 1.0-10 | --- | 5.1-7.8 | 0

 | | | | |

956B: | | | | |

 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

 | | | | |

957B: | | | | |

 Freeon, very stony---| 0-1 | --- | 80-120 | 3.6-5.5 | 0

 | 1-5 | --- | 3.0-20 | 3.5-7.3 | 0

 | 5-9 | --- | 1.0-15 | 3.5-6.0 | 0

 | 9-13 | --- | 1.0-15 | 3.5-6.0 | 0

 | 13-19 | 1.0-15 | --- | 4.5-6.5 | 0

 | 19-26 | 1.0-15 | --- | 4.5-6.5 | 0

 | 26-38 | 1.0-10 | --- | 4.5-6.5 | 0

 | 38-58 | 1.0-10 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-10 | --- | 4.5-6.5 | 0

 | | | | |

957C: | | | | |

 Freeon, very stony---| 0-1 | --- | 80-120 | 3.6-5.5 | 0

 | 1-5 | --- | 3.0-20 | 3.5-7.3 | 0

 | 5-9 | --- | 1.0-15 | 3.5-6.0 | 0

 | 9-13 | --- | 1.0-15 | 3.5-6.0 | 0

 | 13-19 | 1.0-15 | --- | 4.5-6.5 | 0

 | 19-26 | 1.0-15 | --- | 4.5-6.5 | 0

 | 26-38 | 1.0-10 | --- | 4.5-6.5 | 0

 | 38-58 | 1.0-10 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-10 | --- | 4.5-6.5 | 0

 | | | | |

2015. | | | | |

 Pits | | | | |

 | | | | |
Taylor County, Wisconsin 631

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

 | | | | |

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

 | | | | |

3456A: | | | | |

 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

 | | | | |

3525C: | | | | |

 Newood, very stony---| 0-4 | 3.0-20 | --- | 4.5-7.3 | 0

 | 4-5 | --- | 2.0-15 | 4.5-6.0 | 0

 | 5-13 | --- | 2.0-15 | 4.5-6.0 | 0

 | 13-17 | 1.0-15 | --- | 4.5-6.5 | 0

 | 17-29 | 1.0-15 | --- | 4.5-6.5 | 0

 | 29-37 | 1.0-15 | --- | 4.5-6.5 | 0

 | 37-46 | 2.0-15 | --- | 4.5-6.5 | 0

 | 46-58 | 2.0-15 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |

 Padwood--------------| 0-4 | 5.0-20 | --- | 4.5-7.3 | 0

 | 4-5 | --- | 2.0-15 | 4.5-6.0 | 0

 | 5-15 | --- | 2.0-15 | 4.5-6.0 | 0

 | 15-27 | 1.0-15 | --- | 4.5-6.5 | 0

 | 27-36 | 0.0-5.0 | --- | 4.5-6.5 | 0

 | 36-50 | 0.0-3.0 | --- | 5.1-6.5 | 0

 | 50-70 | 1.0-15 | --- | 5.1-6.5 | 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

 | | | | |

3546C: | | | | |

 Newood, very stony---| 0-4 | 3.0-20 | --- | 4.5-7.3 | 0

 | 4-5 | --- | 2.0-15 | 4.5-6.0 | 0

 | 5-13 | --- | 2.0-15 | 4.5-6.0 | 0

 | 13-17 | 1.0-15 | --- | 4.5-6.5 | 0

 | 17-29 | 1.0-15 | --- | 4.5-6.5 | 0

 | 29-37 | 1.0-15 | --- | 4.5-6.5 | 0

 | 37-46 | 2.0-15 | --- | 4.5-6.5 | 0

 | 46-58 | 2.0-15 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |
632 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

 | | | | |

3546C: | | | | |

 Pence, very 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

 | | | | |

3556C: | | | | |

 Newood, very stony---| 0-4 | 3.0-20 | --- | 4.5-7.3 | 0

 | 4-5 | --- | 2.0-15 | 4.5-6.0 | 0

 | 5-13 | --- | 2.0-15 | 4.5-6.0 | 0

 | 13-17 | 1.0-15 | --- | 4.5-6.5 | 0

 | 17-29 | 1.0-15 | --- | 4.5-6.5 | 0

 | 29-37 | 1.0-15 | --- | 4.5-6.5 | 0

 | 37-46 | 2.0-15 | --- | 4.5-6.5 | 0

 | 46-58 | 2.0-15 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |

 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

 | | | | |

 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

 | | | | |

3561A: | | | | |

 Pesabic, very stony--| 0-3 | --- | 80-120 | 3.6-5.5 | 0

 | 3-4 | 3.0-20 | --- | 4.5-6.5 | 0

 | 4-16 | 1.0-15 | --- | 4.5-6.5 | 0

 | 16-30 | 2.0-17 | --- | 4.5-6.5 | 0

 | 30-39 | 2.0-17 | --- | 4.5-6.5 | 0

 | 39-53 | 1.0-15 | --- | 4.5-6.5 | 0

 | 53-84 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |

 Worwood--------------| 0-1 | --- | 80-120 | 3.6-5.5 | 0

 | 1-2 | --- | 2.0-15 | 4.5-6.0 | 0

 | 2-10 | --- | 2.0-15 | 4.5-6.0 | 0

 | 10-15 | --- | 2.0-15 | 4.5-6.0 | 0

 | 15-27 | 1.0-15 | --- | 4.5-6.5 | 0

 | 27-38 | 0.0-5.0 | --- | 4.5-6.5 | 0

 | 38-50 | 0.0-3.0 | --- | 5.1-6.5 | 0

 | 50-70 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |

 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

 | | | | |
Taylor County, Wisconsin 633

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

 | | | | |

3569C: | | | | |

 Newood, very stony---| 0-4 | 3.0-20 | --- | 4.5-7.3 | 0

 | 4-5 | --- | 2.0-15 | 4.5-6.0 | 0

 | 5-13 | --- | 2.0-15 | 4.5-6.0 | 0

 | 13-17 | 1.0-15 | --- | 4.5-6.5 | 0

 | 17-29 | 1.0-15 | --- | 4.5-6.5 | 0

 | 29-37 | 1.0-15 | --- | 4.5-6.5 | 0

 | 37-46 | 2.0-15 | --- | 4.5-6.5 | 0

 | 46-58 | 2.0-15 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |

 Pesabic, very stony--| 0-3 | --- | 80-120 | 3.6-5.5 | 0

 | 3-4 | 3.0-20 | --- | 4.5-6.5 | 0

 | 4-16 | 1.0-15 | --- | 4.5-6.5 | 0

 | 16-30 | 2.0-17 | --- | 4.5-6.5 | 0

 | 30-39 | 2.0-17 | --- | 4.5-6.5 | 0

 | 39-53 | 1.0-15 | --- | 4.5-6.5 | 0

 | 53-84 | 1.0-15 | --- | 5.1-6.5 | 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

 | | | | |

3666B: | | | | |

 Pesabic, very stony--| 0-3 | --- | 80-120 | 3.6-5.5 | 0

 | 3-4 | 3.0-20 | --- | 4.5-6.5 | 0

 | 4-16 | 1.0-15 | --- | 4.5-6.5 | 0

 | 16-30 | 2.0-17 | --- | 4.5-6.5 | 0

 | 30-39 | 2.0-17 | --- | 4.5-6.5 | 0

 | 39-53 | 1.0-15 | --- | 4.5-6.5 | 0

 | 53-84 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |

3863C: | | | | |

 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

 | | | | |

 Freeon, very stony---| 0-1 | --- | 80-120 | 3.6-5.5 | 0

 | 1-5 | --- | 3.0-20 | 3.5-7.3 | 0

 | 5-9 | --- | 1.0-15 | 3.5-6.0 | 0

 | 9-13 | --- | 1.0-15 | 3.5-6.0 | 0

 | 13-19 | 1.0-15 | --- | 4.5-6.5 | 0

 | 19-26 | 1.0-15 | --- | 4.5-6.5 | 0

 | 26-38 | 1.0-10 | --- | 4.5-6.5 | 0

 | 38-58 | 1.0-10 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-10 | --- | 4.5-6.5 | 0

 | | | | |

 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

 | | | | |

9052A: | | | | |

 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

 | | | | |
634 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

 | | | | |

9052A: | | | | |

 Capitola, very stony | 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

 | | | | |

 Lupton---------------| 0-60 | 140-180 | --- | 5.6-7.8 | 0

 | | | | |

9055A: | | | | |

 Loxley---------------| 0-12 | --- | 50-100 | 3.5-4.4 | 0

 | 12-60 | --- | 50-120 | 3.5-4.4 | 0

 | | | | |

9060D: | | | | |

 Pelissier------------| 0-2 | --- | 80-120 | 3.6-5.5 | 0

 | 2-6 | --- | 2.0-10 | 3.6-5.5 | 0

 | 6-10 | --- | 1.0-5.0 | 4.5-5.5 | 0

 | 10-21 | --- | 1.0-4.0 | 5.1-5.5 | 0

 | 21-80 | --- | 1.0-2.0 | 5.1-5.5 | 0

 | | | | |

9071B: | | | | |

 Freeon, very stony---| 0-1 | --- | 80-120 | 3.6-5.5 | 0

 | 1-5 | --- | 3.0-20 | 3.5-7.3 | 0

 | 5-9 | --- | 1.0-15 | 3.5-6.0 | 0

 | 9-13 | --- | 1.0-15 | 3.5-6.0 | 0

 | 13-19 | 1.0-15 | --- | 4.5-6.5 | 0

 | 19-26 | 1.0-15 | --- | 4.5-6.5 | 0

 | 26-38 | 1.0-10 | --- | 4.5-6.5 | 0

 | 38-58 | 1.0-10 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-10 | --- | 4.5-6.5 | 0

 | | | | |

9077C: | | | | |

 Freeon, very stony---| 0-1 | --- | 80-120 | 3.6-5.5 | 0

 | 1-5 | --- | 3.0-20 | 3.5-7.3 | 0

 | 5-9 | --- | 1.0-15 | 3.5-6.0 | 0

 | 9-13 | --- | 1.0-15 | 3.5-6.0 | 0

 | 13-19 | 1.0-15 | --- | 4.5-6.5 | 0

 | 19-26 | 1.0-15 | --- | 4.5-6.5 | 0

 | 26-38 | 1.0-10 | --- | 4.5-6.5 | 0

 | 38-58 | 1.0-10 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-10 | --- | 4.5-6.5 | 0

 | | | | |

9078A: | | | | |

 Freeon, very stony---| 0-1 | --- | 80-120 | 3.6-5.5 | 0

 | 1-5 | --- | 3.0-20 | 3.5-7.3 | 0

 | 5-9 | --- | 1.0-15 | 3.5-6.0 | 0

 | 9-13 | --- | 1.0-15 | 3.5-6.0 | 0

 | 13-19 | 1.0-15 | --- | 4.5-6.5 | 0

 | 19-26 | 1.0-15 | --- | 4.5-6.5 | 0

 | 26-38 | 1.0-10 | --- | 4.5-6.5 | 0

 | 38-58 | 1.0-10 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-10 | --- | 4.5-6.5 | 0

 | | | | |

 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

 | | | | |
Taylor County, Wisconsin 635

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

 | | | | |

9078A: | | | | |

 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

 | | | | |

9081C: | | | | |

 Newot, very stony----| 0-2 | --- | 80-120 | 3.6-5.5 | 0

 | 2-4 | --- | 3.0-20 | 3.6-5.5 | 0

 | 4-10 | --- | 2.0-15 | 4.5-5.5 | 0

 | 10-25 | --- | 1.0-15 | 4.5-6.0 | 0

 | 25-38 | 2.0-15 | --- | 5.1-6.5 | 0

 | 38-55 | 2.0-15 | --- | 5.1-6.5 | 0

 | 55-60 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |

9082B: | | | | |

 Newood, very stony---| 0-4 | 3.0-20 | --- | 4.5-7.3 | 0

 | 4-5 | --- | 2.0-15 | 4.5-6.0 | 0

 | 5-13 | --- | 2.0-15 | 4.5-6.0 | 0

 | 13-17 | 1.0-15 | --- | 4.5-6.5 | 0

 | 17-29 | 1.0-15 | --- | 4.5-6.5 | 0

 | 29-37 | 1.0-15 | --- | 4.5-6.5 | 0

 | 37-46 | 2.0-15 | --- | 4.5-6.5 | 0

 | 46-58 | 2.0-15 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |

9083A: | | | | |

 Crystal Lake---------| 0-4 | 6.0-25 | --- | 4.5-7.3 | 0

 | 4-12 | 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

 | | | | |

9083B: | | | | |

 Crystal Lake---------| 0-4 | 6.0-25 | --- | 4.5-7.3 | 0

 | 4-12 | 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

 | | | | |

9086A: | | | | |

 Freeon, very stony---| 0-1 | --- | 80-120 | 3.6-5.5 | 0

 | 1-5 | --- | 3.0-20 | 3.5-7.3 | 0

 | 5-9 | --- | 1.0-15 | 3.5-6.0 | 0

 | 9-13 | --- | 1.0-15 | 3.5-6.0 | 0

 | 13-19 | 1.0-15 | --- | 4.5-6.5 | 0

 | 19-26 | 1.0-15 | --- | 4.5-6.5 | 0

 | 26-38 | 1.0-10 | --- | 4.5-6.5 | 0

 | 38-58 | 1.0-10 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-10 | --- | 4.5-6.5 | 0

 | | | | |

9087C: | | | | |

 Crystal Lake---------| 0-4 | 6.0-25 | --- | 4.5-7.3 | 0

 | 4-12 | 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

 | | | | |
636 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

 | | | | |

9087C: | | | | |

 Freeon, very stony---| 0-1 | --- | 80-120 | 3.6-5.5 | 0

 | 1-5 | --- | 3.0-20 | 3.5-7.3 | 0

 | 5-9 | --- | 1.0-15 | 3.5-6.0 | 0

 | 9-13 | --- | 1.0-15 | 3.5-6.0 | 0

 | 13-19 | 1.0-15 | --- | 4.5-6.5 | 0

 | 19-26 | 1.0-15 | --- | 4.5-6.5 | 0

 | 26-38 | 1.0-10 | --- | 4.5-6.5 | 0

 | 38-58 | 1.0-10 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-10 | --- | 4.5-6.5 | 0

 | | | | |

 Newot, very stony----| 0-2 | --- | 80-120 | 3.6-5.5 | 0

 | 2-4 | --- | 3.0-20 | 3.6-5.5 | 0

 | 4-10 | --- | 2.0-15 | 4.5-5.5 | 0

 | 10-25 | --- | 1.0-15 | 4.5-6.0 | 0

 | 25-38 | 2.0-15 | --- | 5.1-6.5 | 0

 | 38-55 | 2.0-15 | --- | 5.1-6.5 | 0

 | 55-60 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |

9088A: | | | | |

 Newood, very stony---| 0-4 | 3.0-20 | --- | 4.5-7.3 | 0

 | 4-5 | --- | 2.0-15 | 4.5-6.0 | 0

 | 5-13 | --- | 2.0-15 | 4.5-6.0 | 0

 | 13-17 | 1.0-15 | --- | 4.5-6.5 | 0

 | 17-29 | 1.0-15 | --- | 4.5-6.5 | 0

 | 29-37 | 1.0-15 | --- | 4.5-6.5 | 0

 | 37-46 | 2.0-15 | --- | 4.5-6.5 | 0

 | 46-58 | 2.0-15 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |

 Capitola, very stony | 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

 | | | | |

9089B: | | | | |

 Newood, very stony---| 0-4 | 3.0-20 | --- | 4.5-7.3 | 0

 | 4-5 | --- | 2.0-15 | 4.5-6.0 | 0

 | 5-13 | --- | 2.0-15 | 4.5-6.0 | 0

 | 13-17 | 1.0-15 | --- | 4.5-6.5 | 0

 | 17-29 | 1.0-15 | --- | 4.5-6.5 | 0

 | 29-37 | 1.0-15 | --- | 4.5-6.5 | 0

 | 37-46 | 2.0-15 | --- | 4.5-6.5 | 0

 | 46-58 | 2.0-15 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |

 Lupton---------------| 0-60 | 140-180 | --- | 5.6-7.8 | 0

 | | | | |

9090C: | | | | |

 Newood, very stony---| 0-4 | 3.0-20 | --- | 4.5-7.3 | 0

 | 4-5 | --- | 2.0-15 | 4.5-6.0 | 0

 | 5-13 | --- | 2.0-15 | 4.5-6.0 | 0

 | 13-17 | 1.0-15 | --- | 4.5-6.5 | 0

 | 17-29 | 1.0-15 | --- | 4.5-6.5 | 0

 | 29-37 | 1.0-15 | --- | 4.5-6.5 | 0

 | 37-46 | 2.0-15 | --- | 4.5-6.5 | 0

 | 46-58 | 2.0-15 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |
Taylor County, Wisconsin 637

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

 | | | | |

9090C: | | | | |

 Newot, very stony----| 0-2 | --- | 80-120 | 3.6-5.5 | 0

 | 2-4 | --- | 3.0-20 | 3.6-5.5 | 0

 | 4-10 | --- | 2.0-15 | 4.5-5.5 | 0

 | 10-25 | --- | 1.0-15 | 4.5-6.0 | 0

 | 25-38 | 2.0-15 | --- | 5.1-6.5 | 0

 | 38-55 | 2.0-15 | --- | 5.1-6.5 | 0

 | 55-60 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |

 Lupton---------------| 0-60 | 140-180 | --- | 5.6-7.8 | 0

 | | | | |

9092D: | | | | |

 Newot, very stony----| 0-2 | --- | 80-120 | 3.6-5.5 | 0

 | 2-4 | --- | 3.0-20 | 3.6-5.5 | 0

 | 4-10 | --- | 2.0-15 | 4.5-5.5 | 0

 | 10-25 | --- | 1.0-15 | 4.5-6.0 | 0

 | 25-38 | 2.0-15 | --- | 5.1-6.5 | 0

 | 38-55 | 2.0-15 | --- | 5.1-6.5 | 0

 | 55-60 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |

9093C: | | | | |

 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

 | | | | |

9096C: | | | | |

 Newot, very stony----| 0-2 | --- | 80-120 | 3.6-5.5 | 0

 | 2-4 | --- | 3.0-20 | 3.6-5.5 | 0

 | 4-10 | --- | 2.0-15 | 4.5-5.5 | 0

 | 10-25 | --- | 1.0-15 | 4.5-6.0 | 0

 | 25-38 | 2.0-15 | --- | 5.1-6.5 | 0

 | 38-55 | 2.0-15 | --- | 5.1-6.5 | 0

 | 55-60 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |

 Pesabic, very stony--| 0-3 | --- | 80-120 | 3.6-5.5 | 0

 | 3-4 | 3.0-20 | --- | 4.5-6.5 | 0

 | 4-16 | 1.0-15 | --- | 4.5-6.5 | 0

 | 16-30 | 2.0-17 | --- | 4.5-6.5 | 0

 | 30-39 | 2.0-17 | --- | 4.5-6.5 | 0

 | 39-53 | 1.0-15 | --- | 4.5-6.5 | 0

 | 53-84 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |

 Lupton---------------| 0-60 | 140-180 | --- | 5.6-7.8 | 0

 | | | | |
638 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

 | | | | |

9097B: | | | | |

 Newood, very stony---| 0-4 | 3.0-20 | --- | 4.5-7.3 | 0

 | 4-5 | --- | 2.0-15 | 4.5-6.0 | 0

 | 5-13 | --- | 2.0-15 | 4.5-6.0 | 0

 | 13-17 | 1.0-15 | --- | 4.5-6.5 | 0

 | 17-29 | 1.0-15 | --- | 4.5-6.5 | 0

 | 29-37 | 1.0-15 | --- | 4.5-6.5 | 0

 | 37-46 | 2.0-15 | --- | 4.5-6.5 | 0

 | 46-58 | 2.0-15 | --- | 4.5-6.5 | 0

 | 58-60 | 1.0-15 | --- | 5.1-6.5 | 0

 | | | | |

 Padus, very stony----| 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

 | | | | |

9098A: | | | | |

 Oesterle-------------| 0-2 | --- | 80-120 | 3.6-5.5 | 0

 | 2-5 | 6.0-20 | --- | 4.5-6.5 | 0

 | 5-13 | 3.0-15 | --- | 4.5-6.5 | 0

 | 13-18 | 3.0-15 | --- | 4.5-6.5 | 0

 | 18-26 | 1.0-10 | --- | 4.5-6.5 | 0

 | 26-35 | 1.0-10 | --- | 4.5-6.5 | 0

 | 35-44 | 1.0-6.0 | --- | 5.1-6.5 | 0

 | 44-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

9099B: | | | | |

 Antigo---------------| 0-2 | --- | 80-120 | 3.6-5.5 | 0

 | 2-4 | 3.0-15 | --- | 4.5-6.5 | 0

 | 4-14 | 3.0-15 | --- | 4.5-6.5 | 0

 | 14-20 | 3.0-15 | --- | 4.5-6.5 | 0

 | 20-31 | 3.0-15 | --- | 4.5-6.5 | 0

 | 31-37 | 0.0-15 | --- | 4.5-6.5 | 0

 | 37-40 | 0.0-10 | --- | 4.5-6.5 | 0

 | 40-60 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

9197C: | | | | |

 Pelissier------------| 0-3 | --- | 80-120 | 3.6-5.5 | 0

 | 3-5 | --- | 2.0-10 | 3.6-5.5 | 0

 | 5-13 | --- | 1.0-5.0 | 4.5-5.5 | 0

 | 13-20 | --- | 1.0-4.0 | 5.1-5.5 | 0

 | 20-60 | --- | 1.0-2.0 | 5.1-5.5 | 0

 | 60-80 | --- | 1.0-2.0 | 5.1-5.5 | 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 | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 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  | | | | | | | | | | | 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  | | | | | | | | | | | 48B: | | | | | | | | | | |  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 | | | | |  | | | | | | | | | | | 57B: | | | | | | | | | | |  Spencer---------| 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: |0.0-6.0: |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 | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 59A: | | | | | | | | | | |  Almena----------| 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  | | | | | | | | | | | 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 | | | | | |  | | | | | | | | | | | 63D: | | | | | | | | | | |  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 | | | | | |  | | | | | | | | | | | 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 | | | | | |  | | | | | | | | | | | 
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 | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 77A: | | | | | | | | | | |  Auburndale------| 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: |3.5-6.7: | --- |3.5-6.7: |3.5-6.7:  | | Moist | Moist | Moist | | | Moist | Moist | | Moist | Moist  | | | | | | | | | | | 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  | | | | | | | | | | | 182D: | | | | | | | | | | |  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  | | | | | | | | | | | 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  | | | | | | | | | | | 
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 | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 308B: | | | | | | | | | | |  Blackriver------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.5: |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  | | --- | --- | --- |1.5-4.0: |2.5-4.0: | --- | --- | --- | --- | ---  | | | | | Wet | Wet | | | | |  | | --- | --- | --- |4.0-6.7: |4.0-6.7: | --- | --- | --- | --- | ---  | | | | | 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  | | | | | | | | | | | 324A: | | | | | | | | | | |  Maplehurst------| 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  | | | | | | | | | | | 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  | | | | | | | | | | | 345B: | | | | | | | | | | |  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: |0.0-6.0: |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  | | | | | | | | | | |  Sconsin---------| 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 | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 346E: | | | | | | | | | | |  Newot, 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  | | | | | | | | | | |  Pence, 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  | | | | | | | | | | | 355B: | | | | | | | | | | |  Loyal-----------| 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: |0.0-6.0: |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  | | | | | | | | | | | 355C: | | | | | | | | | | |  Loyal-----------| 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: |0.0-6.0: |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  | | | | | | | | | | | 356A: | | | | | | | | | | |  Withee----------| 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  | | | | | | | | | | | 357A: | | | | | | | | | | |  Marshfield------| 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: |3.5-6.7: | --- |3.5-6.7: |3.5-6.7:  | | Moist | Moist | Moist | | | Moist | Moist | | Moist | Moist  | | | | | | | | | | | 408A: | | | | | | | | | | |  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  | | | | | | | | | | | 
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 | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 408A: | | | | | | | | | | |  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  | | | | | | | | | | | 414A: | | | | | | | | | | |  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 |  | | | | | | | | | | | 457B: | | | | | | | | | | |  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: |0.0-6.0: |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: |0.0-6.0: |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  | | | | | | | | | | | 457C: | | | | | | | | | | |  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: |0.0-6.0: |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: |0.0-6.0: |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 | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 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  | | | | | | | | | | | 525B: | | | | | | | | | | |  Newood, very | | | | | | | | | | |  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 | | | | |  | | | | | | | | | | |  Padwood---------| B |0.0-6.7: |0.0-6.7: |0.0-3.5: |0.0-2.0: |0.0-2.0: |0.0-3.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-3.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |3.5-4.0: |2.0-4.0: |2.0-4.0: |3.5-4.0: | --- | --- | --- |3.5-4.0:  | | | | 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:  | | | | Moist | Moist | Moist | Moist | | | | Moist  | | | | | | | | | | |  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  | | | | | | | | | | | 527B: | | | | | | | | | | |  Padwood---------| B |0.0-6.7: |0.0-6.7: |0.0-3.5: |0.0-2.0: |0.0-2.0: |0.0-3.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-3.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |3.5-4.0: |2.0-4.0: |2.0-4.0: |3.5-4.0: | --- | --- | --- |3.5-4.0:  | | | | 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:  | | | | Moist | Moist | Moist | Moist | | | | Moist  | | | | | | | | | | | 537D: | | | | | | | | | | |  Newot, 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  | | | | | | | | | | | 
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 | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 537D: | | | | | | | | | | |  Newood, very | | | | | | | | | | |  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 | | | | |  | | | | | | | | | | |  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  | | | | | | | | | | | 545C: | | | | | | | | | | |  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: |0.0-6.0: |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  | | | | | | | | | | |  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  | | | | | | | | | | | 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  | | | | | | | | | | | 560A: | | | | | | | | | | |  Worwood---------| 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  | |2.5-4.0: |2.5-4.0: |1.5-4.0: |0.5-4.0: |1.0-4.0: |3.0-4.0: | --- | --- |3.5-4.0: |2.0-4.0:  | | Wet | Wet | Wet | 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: |4.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | | | Moist | Moist  | | | | | | | | | | | 571E: | | | | | | | | | | |  Pelissier-------| 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 | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 612A: | | | | | | | | | | |  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  | | | | | | | | | | |  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  | | | | | | | | | | | 623A: | | | | | | | | | | |  Capitola, very | | | | | | | | | | |  stony----------| 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  | | | | | | | | | | | 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 | | | | | |  | | | | | | | | | | | 637B: | | | | | | | | | | |  Newood, very | | | | | | | | | | |  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 | | | | |  | | | | | | | | | | | 
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 | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 637C: | | | | | | | | | | |  Newood, very | | | | | | | | | | |  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 | | | | |  | | | | | | | | | | | 642B: | | | | | | | | | | |  Pesabic, 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  | | | | | | | | | | |  Capitola, very | | | | | | | | | | |  stony----------| 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  | | | | | | | | | | |  Newood, very | | | | | | | | | | |  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 | | | | |  | | | | | | | | | | | 648B: | | | | | | | | | | |  Sconsin---------| 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 | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 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  | | | | | | | | | | | 737D: | | | | | | | | | | |  Santiago, very | | | | | | | | | | |  stony----------| C |0.0-6.7: |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  | | | | | | | | | | | 748A: | | | | | | | | | | |  Brander---------| 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  | | | | | | | | | | | 755A: | | | | | | | | | | |  Moppet----------| B |0.0-4.0: |0.0-4.0: |0.0-3.5: |0.0-2.5: |0.0-3.0: |0.0-3.5: |0.0-4.0: |0.0-4.5: |0.0-4.0: |0.0-3.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |4.0-6.7: |4.0-6.7: |3.5-6.7: |2.5-6.7: |3.0-6.7: |3.5-6.7: |4.0-6.7: |4.5-6.7: |4.0-6.7: |3.5-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | |  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  | | | | | | | | | | | 757B: | | | | | | | | | | |  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  | | | | | | | | | | |  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: |0.0-6.0: |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 | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 757B: | | | | | | | | | | |  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  | | | | | | | | | | |  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: |0.0-6.0: |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  | | | | | | | | | | | 766A: | | | | | | | | | | |  Moppet----------| B |0.0-4.0: |0.0-4.0: |0.0-3.5: |0.0-2.5: |0.0-3.0: |0.0-3.5: |0.0-4.0: |0.0-4.5: |0.0-4.0: |0.0-3.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |4.0-6.7: |4.0-6.7: |3.5-6.7: |2.5-6.7: |3.0-6.7: |3.5-6.7: |4.0-6.7: |4.5-6.7: |4.0-6.7: |3.5-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 822A: | | | | | | | | | | |  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  | | | | | | | | | | |  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  | | | | | | | | | | |  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 | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 837E: | | | | | | | | | | |  Newot, 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  | | | | | | | | | | | 848A: | | | | | | | | | | |  Ribriver--------| 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  | | | | | | | | | | | 863B: | | | | | | | | | | |  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 | | | | | |  | | | | | | | | | | |  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: |0.0-6.0: |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  | | | | | | | | | | |  Sconsin---------| 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 | | | | |  | | | | | | | | | | | 923A: | | | | | | | | | | |  Capitola, very | | | | | | | | | | |  stony----------| 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  | | | | | | | | | | | 
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 | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 923A: | | | | | | | | | | |  Cebana, very | | | | | | | | | | |  stony----------| 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: |3.5-6.7: | --- |3.5-6.7: |3.5-6.7:  | | Moist | Moist | Moist | | | Moist | Moist | | Moist | Moist  | | | | | | | | | | | 956B: | | | | | | | | | | |  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  | | | | | | | | | | | 957B: | | | | | | | | | | |  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: |0.0-6.0: |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  | | | | | | | | | | | 957C: | | | | | | | | | | |  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: |0.0-6.0: |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  | | | | | | | | | | | 2015. | | | | | | | | | | |  Pits | | | | | | | | | | |  | | | | | | | | | | | 
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 | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 3011A: | | | | | | | | | | |  Barronett-------| 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 | | | | | | | | |  | | | | | | | | | | | 3456A: | | | | | | | | | | |  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  | | | | | | | | | | | 3525C: | | | | | | | | | | |  Newood, very | | | | | | | | | | |  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 | | | | |  | | | | | | | | | | |  Padwood---------| B |0.0-6.7: |0.0-6.7: |0.0-3.5: |0.0-2.0: |0.0-2.0: |0.0-3.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-3.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |3.5-4.0: |2.0-4.0: |2.0-4.0: |3.5-4.0: | --- | --- | --- |3.5-4.0:  | | | | 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:  | | | | 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  | | | | | | | | | | | 
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 | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 3546C: | | | | | | | | | | |  Newood, very | | | | | | | | | | |  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, 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  | | | | | | | | | | | 3556C: | | | | | | | | | | |  Newood, very | | | | | | | | | | |  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 | | | | |  | | | | | | | | | | |  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  | | | | | | | | | | |  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  | | | | | | | | | | | 3561A: | | | | | | | | | | |  Pesabic, 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  | | | | | | | | | | | 
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 | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 3561A: | | | | | | | | | | |  Worwood---------| 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  | |2.5-4.0: |2.5-4.0: |1.5-4.0: |0.5-4.0: |1.0-4.0: |3.0-4.0: | --- | --- |3.5-4.0: |2.0-4.0:  | | Wet | Wet | Wet | 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: |4.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | | | Moist | Moist  | | | | | | | | | | |  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  | | | | | | | | | | | 3569C: | | | | | | | | | | |  Newood, very | | | | | | | | | | |  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 | | | | |  | | | | | | | | | | |  Pesabic, 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  | | | | | | | | | | |  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  | | | | | | | | | | | 3666B: | | | | | | | | | | |  Pesabic, 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  | | | | | | | | | | | 
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 | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 3863C: | | | | | | | | | | |  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 | | | | | |  | | | | | | | | | | |  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: |0.0-6.0: |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  | | | | | | | | | | |  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  | | | | | | | | | | | 9052A: | | | | | | | | | | |  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  | | | | | | | | | | |  Capitola, very | | | | | | | | | | |  stony----------| 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  | | | | | | | | | | |  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  | | | | | | | | | | | 9055A: | | | | | | | | | | |  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 |  | | | | | | | | | | | 9060D: | | | | | | | | | | |  Pelissier-------| 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 | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 9071B: | | | | | | | | | | |  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: |0.0-6.0: |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  | | | | | | | | | | | 9077C: | | | | | | | | | | |  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: |0.0-6.0: |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  | | | | | | | | | | | 9078A: | | | | | | | | | | |  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: |0.0-6.0: |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  | | | | | | | | | | |  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  | | | | | | | | | | |  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  | | | | | | | | | | | 9081C: | | | | | | | | | | |  Newot, 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  | | | | | | | | | | | 
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 | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 9082B: | | | | | | | | | | |  Newood, very | | | | | | | | | | |  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 | | | | |  | | | | | | | | | | | 9083A: | | | | | | | | | | |  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 | | | | | |  | | | | | | | | | | | 9083B: | | | | | | | | | | |  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 | | | | | |  | | | | | | | | | | | 9086A: | | | | | | | | | | |  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: |0.0-6.0: |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  | | | | | | | | | | | 9087C: | | | | | | | | | | |  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 | | | | | |  | | | | | | | | | | | 
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 | | | | | | | | | | ______________________________________________________________________________________________________________________________________

 

 | | | | | | | | | | | 9087C: | | | | | | | | | | |  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: |0.0-6.0: |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  | | | | | | | | | | |  Newot, 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  | | | | | | | | | | | 9088A: | | | | | | | | | | |  Newood, very | | | | | | | | | | |  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 | | | | |  | | | | | | | | | | |  Capitola, very | | | | | | | | | | |  stony----------| 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  | | | | | | | | | | | 9089B: | | | | | | | | | | |  Newood, very | | | | | | | | | | |  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 | | | | |  | | | | | | | | | | |  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  | | | | | | | | | | | 
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 | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 9090C: | | | | | | | | | | |  Newood, very | | | | | | | | | | |  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 | | | | |  | | | | | | | | | | |  Newot, 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  | | | | | | | | | | |  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  | | | | | | | | | | | 9092D: | | | | | | | | | | |  Newot, 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  | | | | | | | | | | | 9093C: | | | | | | | | | | |  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  | | | | | | | | | | | 9096C: | | | | | | | | | | |  Newot, 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  | | | | | | | | | | |  Pesabic, 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  | | | | | | | | | | |  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  | | | | | | | | | | | 
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 | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 9097B: | | | | | | | | | | |  Newood, very | | | | | | | | | | |  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 | | | | |  | | | | | | | | | | |  Padus, 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  | | | | | | | | | | | 9098A: | | | | | | | | | | |  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  | | | | | | | | | | | 9099B: | | | | | | | | | | |  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  | | | | | | | | | | | 9197C: | | | | | | | | | | |  Pelissier-------| 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 | | 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 estima

________________________________________________________________________________________________________________________________ | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 22A: | | | | | | | | | |  Comstock--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 24A: | | | | | | | | | |  Poskin----------|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  | | | | | | | | | | 48B: | | | | | | | | | |  Brill-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 57B: | | | | | | | | | |  Spencer---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 59A: | | | | | | | | | |  Almena----------|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  | | | | | | | | | | 63D: | | | | | | | | | |  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  | | | | | | | | | | 77A: | | | | | | | | | |  Auburndale------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 182B: | | | | | | | | | |  Padus-----------|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 | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 182C: | | | | | | | | | |  Padus-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 182D: | | | | | | | | | |  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  | | | | | | | | | | 215D: | | | | | | | | | |  Pence-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 308B: | | | | | | | | | |  Blackriver------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 315A: | | | | | | | | | |  Rib-------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 324A: | | | | | | | | | |  Maplehurst------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 337A: | | | | | | | | | |  Plover----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 345B: | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Sconsin---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 346E: | | | | | | | | | |  Newot, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Pence, very | | | | | | | | | |  stony----------|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 | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 355B: | | | | | | | | | |  Loyal-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 355C: | | | | | | | | | |  Loyal-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 356A: | | | | | | | | | |  Withee----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 357A: | | | | | | | | | |  Marshfield------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 408A: | | | | | | | | | |  Lupton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Cathro----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 414A: | | | | | | | | | |  Loxley----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Beseman---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 457B: | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Freeon----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 457C: | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Freeon----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 515A: | | | | | | | | | |  Manitowish------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 525B: | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Padwood---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  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 | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 527B: | | | | | | | | | |  Padwood---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 537D: | | | | | | | | | |  Newot, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Cathro----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 545C: | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Antigo----------|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  | | | | | | | | | | 560A: | | | | | | | | | |  Worwood---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 571E: | | | | | | | | | |  Pelissier-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 612A: | | | | | | | | | |  Magnor, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Ossmer----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 623A: | | | | | | | | | |  Capitola, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 624A: | | | | | | | | | |  Ossmer----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 632B: | | | | | | | | | |  Aftad-----------|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 | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 637B: | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 637C: | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 642B: | | | | | | | | | |  Pesabic, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Capitola, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 648B: | | | | | | | | | |  Sconsin---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 683A: | | | | | | | | | |  Tipler----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 737D: | | | | | | | | | |  Santiago, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 748A: | | | | | | | | | |  Brander---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 755A: | | | | | | | | | |  Moppet----------|Very rare |Very rare |Rare |Occasional|Occasional|Rare |Very rare |Very rare |Rare |Rare  | Very | Very | Very | Brief | Brief | Very | Very | Very | Very | Very  | brief | brief | brief | | | brief | brief | brief | brief | brief  | | | | | | | | | |  Fordum----------|Rare |Rare |Occasional|Frequent |Frequent |Occasional|Rare |Rare |Occasional|Occasional | Brief | Brief | Brief | Long | Long | Brief | Brief | Brief | Brief | Brief  | | | | | | | | | | 757B: | | | | | | | | | |  Magnor, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|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 | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 757B: | | | | | | | | | |  Magnor----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Freeon----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 766A: | | | | | | | | | |  Moppet----------|Very rare |Very rare |Rare |Occasional|Occasional|Rare |Very rare |Very rare |Rare |Rare  | Very | Very | Very | Brief | Brief | Very | Very | Very | Very | Very  | brief | brief | brief | | | brief | brief | brief | brief | brief  | | | | | | | | | | 822A: | | | | | | | | | |  Comstock--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Magnor, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Ossmer----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 837E: | | | | | | | | | |  Newot, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 848A: | | | | | | | | | |  Ribriver--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 863B: | | | | | | | | | |  Crystal Lake----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Sconsin---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 923A: | | | | | | | | | |  Capitola, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Cebana, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 956B: | | | | | | | | | |  Magnor, very | | | | | | | | | |  stony----------|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 | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 957B: | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 957C: | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 2015. | | | | | | | | | |  Pits | | | | | | | | | |  | | | | | | | | | | 3011A: | | | | | | | | | |  Barronett-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3456A: | | | | | | | | | |  Magnor, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Magnor----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3525C: | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Padwood---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Padus-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3546C: | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Pence, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3556C: | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Magnor, very | | | | | | | | | |  stony----------|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 | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 3561A: | | | | | | | | | |  Pesabic, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Worwood---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Worcester-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3569C: | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Pesabic, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Cathro----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3666B: | | | | | | | | | |  Pesabic, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3863C: | | | | | | | | | |  Crystal Lake----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Antigo----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9052A: | | | | | | | | | |  Cathro----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Capitola, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Lupton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9055A: | | | | | | | | | |  Loxley----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9060D: | | | | | | | | | |  Pelissier-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9071B: | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|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 | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 9077C: | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9078A: | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Magnor, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Ossmer----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9081C: | | | | | | | | | |  Newot, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9082B: | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9083A: | | | | | | | | | |  Crystal Lake----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9083B: | | | | | | | | | |  Crystal Lake----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9086A: | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9087C: | | | | | | | | | |  Crystal Lake----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Newot, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9088A: | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Capitola, very | | | | | | | | | |  stony----------|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 | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 9089B: | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Lupton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9090C: | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Newot, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Lupton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9092D: | | | | | | | | | |  Newot, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9093C: | | | | | | | | | |  Pence-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Padus-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9096C: | | | | | | | | | |  Newot, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Pesabic, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Lupton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9097B: | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Padus, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9098A: | | | | | | | | | |  Oesterle--------|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 | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 9099B: | | | | | | | | | |  Antigo----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9197C: | | | | | | | | | |  Pelissier-------|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. Absen

 indicates that no estimate was made) ________________________________________________________________________________________________________________________________ | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 22A: | | | | | | | | | |  Comstock--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 24A: | | | | | | | | | |  Poskin----------|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  | | | | | | | | | | 48B: | | | | | | | | | |  Brill-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 57B: | | | | | | | | | |  Spencer---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 59A: | | | | | | | | | |  Almena----------|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  | | | | | | | | | | 63D: | | | | | | | | | |  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  | | | | | | | | | | 77A: | | | | | | | | | |  Auburndale------|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 | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 182B: | | | | | | | | | |  Padus-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 182C: | | | | | | | | | |  Padus-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 182D: | | | | | | | | | |  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 |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  | | | | | | | | | | 308B: | | | | | | | | | |  Blackriver------|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 | | | | |  | | | | | | | | | | 324A: | | | | | | | | | |  Maplehurst------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 337A: | | | | | | | | | |  Plover----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 345B: | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Sconsin---------|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 | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 346E: | | | | | | | | | |  Newot, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Pence, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 355B: | | | | | | | | | |  Loyal-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 355C: | | | | | | | | | |  Loyal-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 356A: | | | | | | | | | |  Withee----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 357A: | | | | | | | | | |  Marshfield------|None |None |None |Frequent |Frequent |None |None |None |None |None  | | | | Long | Long | | | | |  | | | | Depth: | Depth: | | | | |  | | | | 0.5 | 0.5 | | | | |  | | | | | | | | | | 408A: | | | | | | | | | |  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 | | | |  | | | | | | | | | |  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 | | | |  | | | | | | | | | | 414A: | | | | | | | | | |  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 | | | | | |  | | | | | | | | | | 
Table 28.--Ponding Frequency, Duration, and Depth--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 457B: | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Freeon----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 457C: | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Freeon----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 515A: | | | | | | | | | |  Manitowish------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 525B: | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Padwood---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Tipler----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 527B: | | | | | | | | | |  Padwood---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 537D: | | | | | | | | | |  Newot, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|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 | | | |  | | | | | | | | | | 545C: | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Antigo----------|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 | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 555A: | | | | | | | | | |  Fordum----------|None |None |None |Frequent |Frequent |None |None |None |None |None  | | | | Long | Long | | | | |  | | | | Depth: | Depth: | | | | |  | | | | 0.5 | 0.5 | | | | |  | | | | | | | | | | 560A: | | | | | | | | | |  Worwood---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 571E: | | | | | | | | | |  Pelissier-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 612A: | | | | | | | | | |  Magnor, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Ossmer----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 623A: | | | | | | | | | |  Capitola, very | | | | | | | | | |  stony----------|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 | | | |  | | | | | | | | | | 624A: | | | | | | | | | |  Ossmer----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 632B: | | | | | | | | | |  Aftad-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 637B: | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 637C: | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|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 | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 642B: | | | | | | | | | |  Pesabic, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Capitola, very | | | | | | | | | |  stony----------|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 | | | |  | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 648B: | | | | | | | | | |  Sconsin---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 683A: | | | | | | | | | |  Tipler----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 737D: | | | | | | | | | |  Santiago, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 748A: | | | | | | | | | |  Brander---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 755A: | | | | | | | | | |  Moppet----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Fordum----------|None |None |None |Frequent |Frequent |None |None |None |None |None  | | | | Long | Long | | | | |  | | | | Depth: | Depth: | | | | |  | | | | 0.5 | 0.5 | | | | |  | | | | | | | | | | 757B: | | | | | | | | | |  Magnor, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Magnor----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Freeon----------|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 | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 766A: | | | | | | | | | |  Moppet----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 822A: | | | | | | | | | |  Comstock--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Magnor, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Ossmer----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 837E: | | | | | | | | | |  Newot, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 848A: | | | | | | | | | |  Ribriver--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 863B: | | | | | | | | | |  Crystal Lake----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Sconsin---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 923A: | | | | | | | | | |  Capitola, very | | | | | | | | | |  stony----------|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 | | | |  | | | | | | | | | |  Cebana, very | | | | | | | | | |  stony----------|None |None |None |Frequent |Frequent |None |None |None |None |None  | | | | Long | Long | | | | |  | | | | Depth: | Depth: | | | | |  | | | | 0.5 | 0.5 | | | | |  | | | | | | | | | | 956B: | | | | | | | | | |  Magnor, very | | | | | | | | | |  stony----------|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 | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 957B: | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 957C: | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 2015. | | | | | | | | | |  Pits | | | | | | | | | |  | | | | | | | | | | 3011A: | | | | | | | | | |  Barronett-------|None |None |None |Frequent |Frequent |None |None |None |None |None  | | | | Long | Long | | | | |  | | | | Depth: | Depth: | | | | |  | | | | 0.5 | 0.5 | | | | |  | | | | | | | | | | 3456A: | | | | | | | | | |  Magnor, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Magnor----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3525C: | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Padwood---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Padus-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3546C: | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Pence, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3556C: | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Magnor, very | | | | | | | | | |  stony----------|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 | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 3556C: | | | | | | | | | |  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 | | | |  | | | | | | | | | | 3561A: | | | | | | | | | |  Pesabic, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Worwood---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Worcester-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3569C: | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Pesabic, very | | | | | | | | | |  stony----------|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 | | | |  | | | | | | | | | | 3666B: | | | | | | | | | |  Pesabic, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 3863C: | | | | | | | | | |  Crystal Lake----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Antigo----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9052A: | | | | | | | | | |  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 | | | |  | | | | | | | | | | 
Table 28.--Ponding Frequency, Duration, and Depth--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 9052A: | | | | | | | | | |  Capitola, very | | | | | | | | | |  stony----------|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 | | | |  | | | | | | | | | |  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 | | | |  | | | | | | | | | | 9055A: | | | | | | | | | |  Loxley----------|None |None |None |Occasional|None |None |None |None |None |None  | | | | Long | | | | | |  | | | | Depth: | | | | | |  | | | | 0.5 | | | | | |  | | | | | | | | | | 9060D: | | | | | | | | | |  Pelissier-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9071B: | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9077C: | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9078A: | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Magnor, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Ossmer----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9081C: | | | | | | | | | |  Newot, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9082B: | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|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 | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 9083A: | | | | | | | | | |  Crystal Lake----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9083B: | | | | | | | | | |  Crystal Lake----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9086A: | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9087C: | | | | | | | | | |  Crystal Lake----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Freeon, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Newot, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9088A: | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Capitola, very | | | | | | | | | |  stony----------|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 | | | |  | | | | | | | | | | 9089B: | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  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 | | | |  | | | | | | | | | | 9090C: | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Newot, very | | | | | | | | | |  stony----------|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 | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 9090C: | | | | | | | | | |  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 | | | |  | | | | | | | | | | 9092D: | | | | | | | | | |  Newot, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9093C: | | | | | | | | | |  Pence-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Padus-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9096C: | | | | | | | | | |  Newot, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Pesabic, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  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 | | | |  | | | | | | | | | | 9097B: | | | | | | | | | |  Newood, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Padus, very | | | | | | | | | |  stony----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9098A: | | | | | | | | | |  Oesterle--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9099B: | | | | | | | | | |  Antigo----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 9197C: | | | | | | | | | |  Pelissier-------|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 | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | M-W. | | | | | | | | | |  Miscellaneous | | | | | | | | | |  water | | | | | | | | | |  | | | | | | | | | | W. | | | | | | | | | |  Water | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________

_
Table 29.--Soil Features (See text for definitions of terms used in this table. Absence of an entry indicates that the feature 

 that data were not estimated) ______________________________________________________________________________________________________ | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |____ and soil name | | Depth | | | | for | Un | Kind |to top | Hardness |Initial| Total |frost action| s______________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 22A: | | | | | | |  Comstock---------------| --- | >80 | --- | --- | --- |High |Mode | | | | | | | 24A: | | | | | | |  Poskin-----------------| --- | >80 | --- | --- | --- |High |Low  | | | | | | | 43B: | | | | | | |  Antigo-----------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 43C: | | | | | | |  Antigo-----------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 43D: | | | | | | |  Antigo-----------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 48B: | | | | | | |  Brill------------------| --- | >80 | --- | --- | --- |High |Mode | | | | | | | 57B: | | | | | | |  Spencer----------------| --- | >80 | --- | --- | --- |High |Low  | | | | | | | 59A: | | | | | | |  Almena-----------------| --- | >80 | --- | --- | --- |High |Low  | | | | | | | 63B: | | | | | | |  Crystal Lake-----------| --- | >80 | --- | --- | --- |High |Low  | | | | | | | 63C: | | | | | | |  Crystal Lake-----------| --- | >80 | --- | --- | --- |High |Low  | | | | | | | 63D: | | | | | | |  Crystal Lake-----------| --- | >80 | --- | --- | --- |High |Low  | | | | | | | 63E: | | | | | | |  Crystal Lake-----------| --- | >80 | --- | --- | --- |High |Low  | | | | | | | 77A: | | | | | | |  Auburndale-------------| --- | >80 | --- | --- | --- |High |High  | | | | | | | 182B: | | | | | | |  Padus------------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 
Table 29.--Soil Features--Continued ______________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |____ and soil name | | Depth | | | | for | Un | Kind |to top | Hardness |Initial| Total |frost action| s______________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 182C: | | | | | | |  Padus------------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 182D: | | | | | | |  Padus------------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 192A: | | | | | | |  Worcester--------------| --- | >80 | --- | --- | --- |High |High  | | | | | | | 193A: | | | | | | |  Minocqua---------------| --- | >80 | --- | --- | --- |High |High  | | | | | | | 215B: | | | | | | |  Pence------------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 215C: | | | | | | |  Pence------------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 215D: | | | | | | |  Pence------------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 308B: | | | | | | |  Blackriver-------------| --- | >80 | --- | --- | --- |High |Mode | | | | | | | 315A: | | | | | | |  Rib--------------------| --- | >80 | --- | --- | --- |High |High  | | | | | | | 324A: | | | | | | |  Maplehurst-------------| --- | >80 | --- | --- | --- |High |Low  | | | | | | | 337A: | | | | | | |  Plover-----------------| --- | >80 | --- | --- | --- |High |Mode | | | | | | | 345B: | | | | | | |  Freeon, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | |  Sconsin----------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 346E: | | | | | | |  Newot, very stony------|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | |  Pence, very stony------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 
Table 29.--Soil Features--Continued ______________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |____ and soil name | | Depth | | | | for | Un | Kind |to top | Hardness |Initial| Total |frost action| s______________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 355B: | | | | | | |  Loyal------------------| --- | >80 | --- | --- | --- |Moderate |Mode | | | | | | | 355C: | | | | | | |  Loyal------------------| --- | >80 | --- | --- | --- |Moderate |Mode | | | | | | | 356A: | | | | | | |  Withee-----------------| --- | >80 | --- | --- | --- |High |Low  | | | | | | | 357A: | | | | | | |  Marshfield-------------| --- | >80 | --- | --- | --- |High |Mode | | | | | | | 408A: | | | | | | |  Lupton-----------------| --- | >80 | --- | 6-18 | 50-55 |High |High  | | | | | | |  Cathro-----------------| --- | >80 | --- | 4-12 | 19-22 |High |High  | | | | | | | 414A: | | | | | | |  Loxley-----------------| --- | >80 | --- | 6-18 | 50-55 |High |High  | | | | | | |  Beseman----------------| --- | >80 | --- | 4-18 | 12-36 |High |High  | | | | | | | 457B: | | | | | | |  Freeon, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | |  Freeon-----------------|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | | 457C: | | | | | | |  Freeon, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | |  Freeon-----------------|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | | 515A: | | | | | | |  Manitowish-------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 525B: | | | | | | |  Newood, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Mode | | | cemented | | | |  | | | | | | |  Padwood----------------| --- | >80 | --- | --- | --- |Moderate |Mode | | | | | | |  Tipler-----------------| --- | >80 | --- | --- | --- |Moderate |Mode | | | | | | | 
Table 29.--Soil Features--Continued ______________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |____ and soil name | | Depth | | | | for | Un | Kind |to top | Hardness |Initial| Total |frost action| s______________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 527B: | | | | | | |  Padwood----------------| --- | >80 | --- | --- | --- |Moderate |Mode | | | | | | | 537D: | | | | | | |  Newot, very stony------|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | |  Newood, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Mode | | | cemented | | | |  | | | | | | |  Cathro-----------------| --- | >80 | --- | 4-12 | 19-22 |High |High  | | | | | | | 545C: | | | | | | |  Freeon, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | |  Antigo-----------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 555A: | | | | | | |  Fordum-----------------| --- | >80 | --- | --- | --- |High |High  | | | | | | | 560A: | | | | | | |  Worwood----------------| --- | >80 | --- | --- | --- |High |High  | | | | | | | 571E: | | | | | | |  Pelissier--------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 612A: | | | | | | |  Magnor, very stony-----|Dense material | 40-60 |Moderately | --- | --- |High |Low  | | | cemented | | | |  | | | | | | |  Ossmer-----------------| --- | >80 | --- | --- | --- |High |Mode | | | | | | | 623A: | | | | | | |  Capitola, very stony---|Dense material | 20-40 |Moderately | --- | --- |High |High  | | | cemented | | | |  | | | | | | | 624A: | | | | | | |  Ossmer-----------------| --- | >80 | --- | --- | --- |High |Mode | | | | | | | 632B: | | | | | | |  Aftad------------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 
Table 29.--Soil Features--Continued ______________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |____ and soil name | | Depth | | | | for | Un | Kind |to top | Hardness |Initial| Total |frost action| s______________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 637B: | | | | | | |  Newood, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Mode | | | cemented | | | |  | | | | | | | 637C: | | | | | | |  Newood, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Mode | | | cemented | | | |  | | | | | | | 642B: | | | | | | |  Pesabic, very stony----|Dense material | 20-40 |Moderately | --- | --- |High |Mode | | | cemented | | | |  | | | | | | |  Capitola, very stony---|Dense material | 20-40 |Moderately | --- | --- |High |High  | | | cemented | | | |  | | | | | | |  Newood, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Mode | | | cemented | | | |  | | | | | | | 648B: | | | | | | |  Sconsin----------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 683A: | | | | | | |  Tipler-----------------| --- | >80 | --- | --- | --- |Moderate |Mode | | | | | | | 737D: | | | | | | |  Santiago, very stony---|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | | 748A: | | | | | | |  Brander----------------| --- | >80 | --- | --- | --- |High |Mode | | | | | | | 755A: | | | | | | |  Moppet-----------------| --- | >80 | --- | --- | --- |Moderate |Mode | | | | | | |  Fordum-----------------| --- | >80 | --- | --- | --- |High |High  | | | | | | | 757B: | | | | | | |  Magnor, very stony-----|Dense material | 40-60 |Moderately | --- | --- |High |Low  | | | cemented | | | |  | | | | | | |  Freeon, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | | 
Table 29.--Soil Features--Continued ______________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |____ and soil name | | Depth | | | | for | Un | Kind |to top | Hardness |Initial| Total |frost action| s______________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 757B: | | | | | | |  Magnor-----------------|Dense material | 40-60 |Moderately | --- | --- |High |Low  | | | cemented | | | |  | | | | | | |  Freeon-----------------|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | | 766A: | | | | | | |  Moppet-----------------| --- | >80 | --- | --- | --- |Moderate |Mode | | | | | | | 822A: | | | | | | |  Comstock---------------| --- | >80 | --- | --- | --- |High |Mode | | | | | | |  Magnor, very stony-----|Dense material | 40-60 |Moderately | --- | --- |High |Low  | | | cemented | | | |  | | | | | | |  Ossmer-----------------| --- | >80 | --- | --- | --- |High |Mode | | | | | | | 837E: | | | | | | |  Newot, very stony------|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | | 848A: | | | | | | |  Ribriver---------------| --- | >80 | --- | --- | --- |High |Mode | | | | | | | 863B: | | | | | | |  Crystal Lake-----------| --- | >80 | --- | --- | --- |High |Low  | | | | | | |  Freeon, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | |  Sconsin----------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 923A: | | | | | | |  Capitola, very stony---|Dense material | 20-40 |Moderately | --- | --- |High |High  | | | cemented | | | |  | | | | | | |  Cebana, very stony-----|Dense material | 40-60 |Moderately | --- | --- |High |High  | | | cemented | | | |  | | | | | | | 956B: | | | | | | |  Magnor, very stony-----|Dense material | 40-60 |Moderately | --- | --- |High |Low  | | | cemented | | | |  | | | | | | | 
Table 29.--Soil Features--Continued ______________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |____ and soil name | | Depth | | | | for | Un | Kind |to top | Hardness |Initial| Total |frost action| s______________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 957B: | | | | | | |  Freeon, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | | 957C: | | | | | | |  Freeon, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | | 2015. | | | | | | |  Pits | | | | | | |  | | | | | | | 3011A: | | | | | | |  Barronett--------------| --- | >80 | --- | --- | --- |High |Mode | | | | | | | 3456A: | | | | | | |  Magnor, very stony-----|Dense material | 40-60 |Moderately | --- | --- |High |Low  | | | cemented | | | |  | | | | | | |  Magnor-----------------|Dense material | 40-60 |Moderately | --- | --- |High |Low  | | | cemented | | | |  | | | | | | | 3525C: | | | | | | |  Newood, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Mode | | | cemented | | | |  | | | | | | |  Padwood----------------| --- | >80 | --- | --- | --- |Moderate |Mode | | | | | | |  Padus------------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 3546C: | | | | | | |  Newood, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Mode | | | cemented | | | |  | | | | | | |  Pence, very stony------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 3556C: | | | | | | |  Newood, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Mode | | | cemented | | | |  | | | | | | |  Magnor, very stony-----|Dense material | 40-60 |Moderately | --- | --- |High |Low  | | | cemented | | | |  | | | | | | |  Cathro-----------------| --- | >80 | --- | 4-12 | 19-22 |High |High  | | | | | | | 
Table 29.--Soil Features--Continued ______________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |____ and soil name | | Depth | | | | for | Un | Kind |to top | Hardness |Initial| Total |frost action| s______________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 3561A: | | | | | | |  Pesabic, very stony----|Dense material | 40-60 |Moderately | --- | --- |High |Mode | | | cemented | | | |  | | | | | | |  Worwood----------------| --- | >80 | --- | --- | --- |High |High  | | | | | | |  Worcester--------------| --- | >80 | --- | --- | --- |High |High  | | | | | | | 3569C: | | | | | | |  Newood, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Mode | | | cemented | | | |  | | | | | | |  Pesabic, very stony----|Dense material | 40-60 |Moderately | --- | --- |High |Mode | | | cemented | | | |  | | | | | | |  Cathro-----------------| --- | >80 | --- | 4-12 | 19-22 |High |High  | | | | | | | 3666B: | | | | | | |  Pesabic, very stony----|Dense material | 40-60 |Moderately | --- | --- |High |Mode | | | cemented | | | |  | | | | | | | 3863C: | | | | | | |  Crystal Lake-----------| --- | >80 | --- | --- | --- |High |Low  | | | | | | |  Freeon, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | |  Antigo-----------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 9052A: | | | | | | |  Cathro-----------------| --- | >80 | --- | 4-12 | 19-22 |High |High  | | | | | | |  Capitola, very stony---|Dense material | 20-40 |Moderately | --- | --- |High |High  | | | cemented | | | |  | | | | | | |  Lupton-----------------| --- | >80 | --- | 6-18 | 50-55 |High |High  | | | | | | | 9055A: | | | | | | |  Loxley-----------------| --- | >80 | --- | 6-18 | 50-55 |High |High  | | | | | | | 9060D: | | | | | | |  Pelissier--------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 
Table 29.--Soil Features--Continued ______________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |____ and soil name | | Depth | | | | for | Un | Kind |to top | Hardness |Initial| Total |frost action| s______________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 9071B: | | | | | | |  Freeon, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | | 9077C: | | | | | | |  Freeon, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | | 9078A: | | | | | | |  Freeon, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | |  Magnor, very stony-----|Dense material | 40-60 |Moderately | --- | --- |High |Low  | | | cemented | | | |  | | | | | | |  Ossmer-----------------| --- | >80 | --- | --- | --- |High |Mode | | | | | | | 9081C: | | | | | | |  Newot, very stony------|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | | 9082B: | | | | | | |  Newood, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Mode | | | cemented | | | |  | | | | | | | 9083A: | | | | | | |  Crystal Lake-----------| --- | >80 | --- | --- | --- |High |Low  | | | | | | | 9083B: | | | | | | |  Crystal Lake-----------| --- | >80 | --- | --- | --- |High |Low  | | | | | | | 9086A: | | | | | | |  Freeon, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | | 9087C: | | | | | | |  Crystal Lake-----------| --- | >80 | --- | --- | --- |High |Low  | | | | | | |  Freeon, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | |  Newot, very stony------|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | | 
Table 29.--Soil Features--Continued ______________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |____ and soil name | | Depth | | | | for | Un | Kind |to top | Hardness |Initial| Total |frost action| s______________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 9088A: | | | | | | |  Newood, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Mode | | | cemented | | | |  | | | | | | |  Capitola, very stony---|Dense material | 20-40 |Moderately | --- | --- |High |High  | | | cemented | | | |  | | | | | | | 9089B: | | | | | | |  Newood, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Mode | | | cemented | | | |  | | | | | | |  Lupton-----------------| --- | >80 | --- | 6-18 | 50-55 |High |High  | | | | | | | 9090C: | | | | | | |  Newood, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Mode | | | cemented | | | |  | | | | | | |  Newot, very stony------|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | |  Lupton-----------------| --- | >80 | --- | 6-18 | 50-55 |High |High  | | | | | | | 9092D: | | | | | | |  Newot, very stony------|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | | 9093C: | | | | | | |  Pence------------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | |  Padus------------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 9096C: | | | | | | |  Newot, very stony------|Dense material | 40-60 |Moderately | --- | --- |Moderate |Low  | | | cemented | | | |  | | | | | | |  Pesabic, very stony----|Dense material | 40-60 |Moderately | --- | --- |High |Mode | | | cemented | | | |  | | | | | | |  Lupton-----------------| --- | >80 | --- | 6-18 | 50-55 |High |High  | | | | | | | 9097B: | | | | | | |  Newood, very stony-----|Dense material | 40-60 |Moderately | --- | --- |Moderate |Mode | | | cemented | | | |  | | | | | | | 
Table 29.--Soil Features--Continued ______________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |____ and soil name | | Depth | | | | for | Un | Kind |to top | Hardness |Initial| Total |frost action| s______________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 9097B: | | | | | | |  Padus, very stony------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 9098A: | | | | | | |  Oesterle---------------| --- | >80 | --- | --- | --- |High |Low  | | | | | | | 9099B: | | | | | | |  Antigo-----------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 9197C: | | | | | | |  Pelissier--------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | M-W. | | | | | | |  Miscellaneous water | | | | | | |  | | | | | | | W. | | | | | | |  Water | | | | | | |  | | | | | | | ______________________________________________________________________________________________________
Table 30.--Engineering Index Test Data (Dashes indicate that data were not available. LL means liquid limit; PI, plasticity index; UN, Unifie

_______________________________________________________________________________________________________ | | | | Percentage | Percentage smaller |  | | | | passing sieve--* | than--* |  _______________________________________________  Soil name and | Parent | Report |Depth | | | | | | | | | LL  location | material | number | | No. | No. | No. | No. |0.05 |0.02 |0.005|0.002|  | | | | 4 | 10 | 40 | 200 | mm | mm | mm | mm | _______________________________________________________________________________________________________ | | | In | | | | | | | | | Pct  | | | | | | | | | | | | Almena silt |Loess or silty |S82WI-017-| | | | | | | | | |  loam: | alluvium | 14-1 |18-24 | 100 | 100 | 100 | 98 | 92 | 60 | 28 | 22 | 34. NW1/4 NW1/4 | underlain by | 14-2 |24-36 | 100 | 100 | 100 | 97 | 88 | 49 | 24 | 20 | 33. sec. 16, T. | loamy till. | 14-3 |48-60 | 96 | 93 | 82 | 48 | 42 | 24 | 11 | 8 | 20. 29 N., R. 6 | | | | | | | | | | | |  W., Chippewa | | | | | | | | | | | |  County. | | | | | | | | | | | |  | | | | | | | | | | | | Magnor silt |Loess or silty |S89WI-019-| | | | | | | | | |  loam: | alluvium | 43-4 |21-39 | 83 | 80 | 65 | 32 | 27 | 17 | 10 | 7 | 16. NW1/4 NW1/4 | underlain by | 43-6 |45-60 | 88 | 81 | 66 | 33 | 26 | 17 | 10 | 7 | 14. sec. 2, T. 29| dense loamy | | | | | | | | | | |  N., R. 4 W., | till. | | | | | | | | | | |  Clark County.| | | | | | | | | | | |  | | | | | | | | | | | | Marshfield silt|Loess or silty |S76WI-073-| | | | | | | | | |  loam: | alluvium | 1-1 |16-34 | 100 | 100 | 97 | 91 | 88 | 60 | 32 | 25 | 40. SW1/4 NW1/4 | underlain by | 1-2 |34-60 | 91 | 86 | 74 | 50 | 47 | 26 | 13 | 9 | 25. sec. 1, T. 26| loamy till. | | | | | | | | | | |  N., R. 3 E., | | | | | | | | | | | |  Marathon | | | | | | | | | | | |  County. | | | | | | | | | | | |  | | | | | | | | | | | | Newood sandy |Mostly loamy |S88WI-069-| | | | | | | | | |  loam: | till. | 226-6 |17-32 | 78 | 74 | 59 | 26 | 21 | 14 | 7 | 4 | ---  NE1/4 NE1/4 | | 226-7 |32-41 | 80 | 73 | 60 | 24 | 23 | 19 | 13 | 9 | 20.7 sec. 27, T. | | 226-9 |57-72 | 74 | 69 | 56 | 26 | 21 | 15 | 9 | 6 | 16. 32 N., R. 5 | | | | | | | | | | | |  E., Lincoln | | | | | | | | | | | |  County. | | | | | | | | | | | |  | | | | | | | | | | | | Newood sandy |Mostly loamy |S82WI-069-| | | | | | | | | |  loam: | till. | 3-2&3 | 2-21 | 75 | 70 | 55 | 22 | 17 | 9 | 4 | 2 | ---  SE1/4 SW1/4 | | 3-4&5 |21-38 | 83 | 78 | 63 | 24 | 19 | 11 | 4 | 2 | ---  sec. 20, T. | | 3-6&7 |38-52 | 82 | 78 | 63 | 26 | 23 | 15 | 8 | 6 | ---  32 N., R. 6 | | 3-8 |52-60 | 85 | 79 | 66 | 28 | 23 | 14 | 7 | 5 | ---  E., Lincoln | | | | | | | | | | | |  County. | | | | | | | | | | | |  | | | | | | | | | | | |  See footnote at end of table.
Table 30.--Engineering Index Test Data--Continued _______________________________________________________________________________________________________

 | | | | Percentage | Percentage smaller |  | | | | passing sieve--* | than--* |  _______________________________________________  Soil name and | Parent | Report |Depth | | | | | | | | | LL  location | material | number | | No. | No. | No. | No. |0.05 |0.02 |0.005|0.002|  | | | | 4 | 10 | 40 | 200 | mm | mm | mm | mm | _______________________________________________________________________________________________________ | | | In | | | | | | | | | Pct  | | | | | | | | | | | | Newood sandy |Mostly loamy |S89WI-019-| | | | | | | | | |  loam: | till. | 046-5 |33-48 | 83 | 78 | 64 | 31 | 27 | 19 | 13 | 10 | 19. SE1/4 SE1/4 | | 046-7 |56-60 | 86 | 82 | 69 | 35 | 31 | 21 | 11 | 8 | 16. sec. 6, T. | | | | | | | | | | | |  29 N., R. 3 | | | | | | | | | | | |  W., Clark | | | | | | | | | | | |  County. | | | | | | | | | | | |  | | | | | | | | | | | | Poskin silt |Loess or silty |S67WI-119-| | | | | | | | | |  loam: | alluvium over | 2-1 |24-37 | 100 | 100 | 99 | 95 | 94 | 60 | 27 | 20 | 35. SW1/4 SW1/4 | loamy alluvium| 2-2 |48-60 | 40 | 28 | 8 | 2 | 2 | 1 | 1 | 1 | ---  E1/2 sec. 30,| underlain by | | | | | | | | | | |  T. 31 N., R. | sandy or sandy| | | | | | | | | | |  1 E., Taylor | and gravelly | | | | | | | | | | |  County. | outwash. | | | | | | | | | | |  | | | | | | | | | | | | Santiago silt |Loess or silty |S82WI-017-| | | | | | | | | |  loam: | alluvium | 13-1 |13-16 | 98 | 96 | 95 | 93 | 86 | 46 | 21 | 14 | 25. SE1/4 SE1/4 | underlain by | 13-2 |19-24 | 88 | 84 | 74 | 46 | 40 | 27 | 13 | 9 | 25. sec. 10, T. | dense loamy | 13-3 |30-60 | 82 | 77 | 63 | 30 | 26 | 19 | 10 | 6 | 17. 29 N., R. 6 | till. | | | | | | | | | | |  W., Chippewa | | | | | | | | | | | |  County. | | | | | | | | | | | |  | | | | | | | | | | | | Withee silt |Loess or silty |S82WI-017-| | | | | | | | | |  loam: | alluvium | 17-1 |12-18 | 100 | 100 | 100 | 98 | 91 | 53 | 20 | 14 | 28. SW1/4 NW1/4 | underlain by | 17-2 |23-34 | 85 | 83 | 69 | 39 | 35 | 25 | 17 | 13 | 36. sec. 1, T. 28| loamy till. | 17-3 |42-60 | 93 | 91 | 76 | 40 | 35 | 25 | 15 | 12 | 22. N., R. 5 W., | | | | | | | | | | | |  Chippewa | | | | | | | | | | | |  County. | | | | | | | | | | | |  | | | | | | | | | | | | _______________________________________________________________________________________________________ * Mechanical analysis according to the AASHTO designation T88-57. Results from this procedure can dthe results obtained by the soil survey procedure of the Natural Resources Conservation Service (NRCS)procedure, the fine material is analyzed by hydrometer method and the various grain-size fractions are basis of all material up to and including that 3 inches in diameter. In the NRCS soil survey procedureis analyzed by the pipette method and the material coarser than 2 millimeters in diameter is excluded of grain-size fraction. The mechanical analysis data used in this table are not suitable for use in namof soils.
Taylor County, Wisconsin 699

Table 31.--Classification of the Soils

__________________________________________________________________________________________________________________________

 |

 Soil name | Family or higher taxonomic class

 | __________________________________________________________________________________________________________________________

 |

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

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

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

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

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

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

 Blackriver---------------|Fine-silty, mixed, superactive, frigid Haplic Glossudalfs

 Brander------------------|Fine-silty over sandy or sandy-skeletal, mixed, superactive, frigid Oxyaquic Glossudalfs

 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

 Cebana-------------------|Coarse-loamy, mixed, superactive, frigid Mollic Glossaqualfs

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

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

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

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

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

 Loyal--------------------|Fine-loamy, mixed, superactive, frigid Oxyaquic Glossudalfs

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

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

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

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

 Marshfield---------------|Fine-loamy, mixed, superactive, frigid Mollic Epiaqualfs

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

 | Endoaquepts

 Moppet-------------------|Coarse-loamy, mixed, superactive, frigid Oxyaquic Dystrudepts

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

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

 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

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

 Pelissier----------------|Sandy-skeletal, mixed, frigid Entic Haplorthods

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

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

 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

 Ribriver-----------------|Fine-silty, mixed, superactive, frigid Oxyaquic Glossudalfs

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

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

 Spencer------------------|Fine-silty, mixed, superactive, frigid Oxyaquic Glossudalfs

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

 Withee-------------------|Fine-loamy, mixed, superactive, frigid Aquic Glossudalfs

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

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

 | __________________________________________________________________________________________________________________________