United States

Department of

Agriculture

Natural

Resources

Conservation

Service

Soil Survey of

Dunn County,

Wisconsin

Subset of Major Land

Resource Area 105

In cooperation with 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 2000. Soil names and descriptions

were approved in 2003. Unless otherwise indicated, statements in this publication refer to

conditions in the survey area in 2003. This survey was made cooperatively by the Natural

Resources Conservation Service and the Research Division of the College of Agricultural

and Life Sciences, University of Wisconsin. The survey is part of the technical assistance

furnished to the Dunn County Land Conservation Department. Technical and clerical

assistance was provided by the Dunn County Land Conservation Department. The survey

was partially funded by Dunn County.

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: Upper left—View from the Elkmound observation tower of the historic prairie areas common in

the Chippewa River Valley. Irrigation makes these soils highly productive for row crops, such as corn, kidney

beans, potatoes, and soybeans. Although this area supports few dairy farms, cash cropping is the

predominant land use. This area is particularly susceptible to wind erosion. Upper right—Dairy farming has

been the mainstay of the agricultural economy in the survey area. Growing hay reduces the hazard of

erosion on cropland and minimizes the sedimentation of rivers and streams. Lower left—A bald eagle soars

above the Chippewa River. Dunn County is dissected by a number of river systems, including the

Chippewa, Red Cedar, Hay, and Eau Galle Rivers. Three major impoundments in the county—Lake

Menomin, Tainter Lake, and Lake Eau Galle—provide a variety of recreational opportunities. Sedimentation

and algal blooms, caused by high levels of phosphorus, are major resource concerns. Lower right—The

increase in industrial development and the proximity to Minneapolis/St. Paul have resulted in an increase in

rural residential housing.
5

Contents

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

Foreword ............................................................... 11

How This Survey Was Made ................................... 13

Formation and Classification of the Soils .......... 15

Table 1.—Classification of the Soils .................... 21

Soil Map Unit Descriptions .................................. 23

11A—Markey muck, flood plain, 0 to 1

percent slopes ............................................. 24

20A—Palms and Houghton mucks, 0 to 1

percent slopes ............................................. 24

40A—Markey and Seelyeville mucks, 0 to 1

percent slopes ............................................. 25

45A—Seelyeville and Cathro mucks, valley

train, 0 to 1 percent slopes ........................... 26

101B—Menahga sand, valley train, 0 to 6

percent slopes ............................................. 26

101C—Menahga sand, valley train, 6 to 12

percent slopes ............................................. 27

101E—Menahga sand, valley train, 12 to 30

percent slopes ............................................. 27

115B2—Seaton silt loam, 2 to 6 percent

slopes, eroded ............................................. 27

115C2—Seaton silt loam, 6 to 12 percent

slopes, eroded ............................................. 28

115D2—Seaton silt loam, 12 to 20 percent

slopes, eroded ............................................. 28

115E2—Seaton silt loam, 20 to 30 percent

slopes, eroded ............................................. 28

116C2—Churchtown silt loam, 6 to 12

percent slopes, eroded ................................ 29

116D2—Churchtown silt loam, 12 to 20

percent slopes, eroded ................................ 29

116E2—Churchtown silt loam, 20 to 30

percent slopes, eroded ................................ 29

125B2—Pepin silt loam, 2 to 6 percent

slopes, eroded ............................................. 30

125C2—Pepin silt loam, 6 to 12 percent

slopes, eroded ............................................. 30

125D2—Pepin silt loam, 12 to 20 percent

slopes, eroded ............................................. 30

125E2—Pepin silt loam, 20 to 30 percent

slopes, eroded ............................................. 31

135C2—Wickware silt loam, 6 to 12 percent

slopes, eroded ............................................. 31

135D2—Wickware silt loam, 12 to 20 percent

slopes, eroded ............................................. 31

135E2—Wickware silt loam, 20 to 30 percent

slopes, eroded ............................................. 32

136B—Doritty silt loam, 1 to 6 percent

slopes .......................................................... 32

136C2—Doritty silt loam, 6 to 12 percent

slopes, eroded ............................................. 33

144B2—NewGlarus silt loam, 2 to 6 percent

slopes, eroded ............................................. 33

144C2—NewGlarus silt loam, 6 to 12 percent

slopes, eroded ............................................. 33

144D2—NewGlarus silt loam, 12 to 20

percent slopes, eroded ................................ 34

144E2—NewGlarus silt loam, 20 to 30

percent slopes, eroded ................................ 34

161E—Fivepoints silt loam, 20 to 30 percent

slopes .......................................................... 35

208A—Siouxcreek silt loam, 0 to 3 percent

slopes .......................................................... 35

213B2—Hixton silt loam, 2 to 6 percent

slopes, eroded ............................................. 36

213C2—Hixton silt loam, 6 to 12 percent

slopes, eroded ............................................. 36

224B—Elevasil sandy loam, 2 to 6 percent

slopes .......................................................... 36

224C2—Elevasil sandy loam, 6 to 12

percent slopes, eroded ................................ 37

224D2—Elevasil sandy loam, 12 to 20

percent slopes, eroded ................................ 37

224E2—Elevasil sandy loam, 20 to 30

percent slopes, eroded ................................ 37

233C—Boone sand, 6 to 15 percent

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

243B2—Hixton silt loam, thin solum, 1 to 6

percent slopes, eroded ................................ 38

243C2—Hixton silt loam, thin solum, 6 to 12

percent slopes, eroded ................................ 38

244B—Elkmound loam, 1 to 6 percent

slopes .......................................................... 39

244C2—Elkmound loam, 6 to 12 percent

slopes, eroded ............................................. 39

244D2—Elkmound loam, 12 to 20 percent

slopes, eroded ............................................. 40
6

254B2—Norden silt loam, 2 to 6 percent

slopes, eroded ............................................. 40

254C2—Norden silt loam, 6 to 12 percent

slopes, eroded ............................................. 40

254D2—Norden silt loam, 12 to 20 percent

slopes, eroded ............................................. 41

254E2—Norden silt loam, 20 to 30 percent

slopes, eroded ............................................. 41

254F—Norden silt loam, 30 to 45 percent

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

255B2—Urne fine sandy loam, 2 to 6 percent

slopes, eroded ............................................. 42

255C2—Urne fine sandy loam, 6 to 12

percent slopes, eroded ................................ 42

255D2—Urne fine sandy loam, 12 to 20

percent slopes, eroded ................................ 42

255E2—Urne fine sandy loam, 20 to 30

percent slopes, eroded ................................ 43

255F—Urne fine sandy loam, 30 to 45

percent slopes ............................................. 43

265B—Garne loamy sand, 2 to 6 percent

slopes .......................................................... 44

265C—Garne loamy sand, 6 to 12 percent

slopes .......................................................... 44

266B—Hiles silt loam, 1 to 6 percent slopes ...... 44

268A—Kert silt loam, 0 to 3 percent slopes ........ 45

269A—Veedum muck, 0 to 2 percent slopes ...... 45

273B2—Dobie and Hixton silt loams, 2 to 6

percent slopes, eroded ................................ 45

273C2—Dobie and Hixton silt loams, 6 to 12

percent slopes, eroded ................................ 46

273D2—Dobie and Hixton silt loams, 12 to

20 percent slopes, eroded ........................... 47

273E2—Dobie and Hixton silt loams, 20 to

30 percent slopes, eroded ........................... 47

275B2—Hayriver and Elevasil fine sandy

loams, 2 to 6 percent slopes, eroded ........... 48

275C2—Hayriver and Elevasil fine sandy

loams, 6 to 12 percent slopes, eroded ......... 48

275D2—Hayriver and Elevasil fine sandy

loams, 12 to 20 percent slopes, eroded ....... 49

276B—Humbird fine sandy loam, loamy

subsoil, 1 to 6 percent slopes....................... 50

278A—Merrillan fine sandy loam, loamy

subsoil, 0 to 3 percent slopes....................... 50

282C—Twinmound fine sand, 6 to 15 percent

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

282F—Twinmound fine sand, 15 to 50 percent

slopes .......................................................... 51

313D2—Plumcreek silt loam, 12 to 20 percent

slopes, eroded ............................................. 51

313F—Plumcreek silt loam, 20 to 45 percent

slopes .......................................................... 52

316B2—Ella silt loam, 1 to 6 percent slopes,

eroded ......................................................... 52

316C2—Ella silt loam, 6 to 12 percent slopes,

eroded ......................................................... 52

318A—Bearpen silt loam, 0 to 3 percent

slopes .......................................................... 53

349A—Rib silt loam, valley train, 0 to 2

percent slopes ............................................. 53

378A—Poskin silt loam, valley train, 0 to 3

percent slopes ............................................. 54

403A—Dakota silt loam, 0 to 3 percent

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

413A—Rasset sandy loam, 0 to 3 percent

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

413B—Rasset sandy loam, 2 to 6 percent

slopes .......................................................... 55

416A—Menomin silt loam, 0 to 3 percent

slopes .......................................................... 55

423A—Meridian silt loam, 0 to 3 percent

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

423B2—Meridian silt loam, 2 to 6 percent

slopes, eroded ............................................. 56

423C2—Meridian silt loam, 6 to 12 percent

slopes, eroded ............................................. 56

428A—Shiffer loam, 0 to 3 percent

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

429A—Lows loam, 0 to 2 percent slopes ........... 57

432A—Kevilar sandy loam, 0 to 3 percent

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

432B—Kevilar sandy loam, 2 to 6 percent

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

432C2—Kevilar sandy loam, 6 to 12 percent

slopes, eroded ............................................. 59

432D2—Kevilar sandy loam, 12 to 20 percent

slopes, eroded ............................................. 59

433A—Forkhorn sandy loam, 0 to 3 percent

slopes .......................................................... 60
7

433B—Forkhorn sandy loam, 2 to 6 percent

slopes .......................................................... 60

433C2—Forkhorn sandy loam, 6 to 12

percent slopes, eroded ................................ 60

433D2—Forkhorn sandy loam, 12 to 20

percent slopes, eroded ................................ 61

434B—Bilson sandy loam, 1 to 6 percent

slopes .......................................................... 61

436A—Rusktown sandy loam, 0 to 3 percent

slopes .......................................................... 61

438A—Hoopeston sandy loam, 0 to 3

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

453A—Burkhardt sandy loam, 0 to 3 percent

slopes .......................................................... 62

453B—Burkhardt sandy loam, 2 to 6 percent

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

454B—Chetek sandy loam, kame terrace,

2 to 6 percent slopes.................................... 63

454C2—Chetek sandy loam, kame terrace,

6 to 12 percent slopes, eroded ..................... 63

454D2—Chetek sandy loam, kame terrace,

12 to 20 percent slopes, eroded ................... 64

454E—Chetek sandy loam, kame terrace,

20 to 35 percent slopes................................ 64

468A—Oesterle sandy loam, valley train,

0 to 3 percent slopes.................................... 65

501A—Finchford loamy sand, 0 to 3 percent

slopes .......................................................... 65

501B—Finchford loamy sand, 2 to 6 percent

slopes .......................................................... 65

502B2—Chelsea fine sand, 2 to 6 percent

slopes, eroded ............................................. 66

502C2—Chelsea fine sand, 6 to 15 percent

slopes, eroded ............................................. 66

506A—Komro loamy sand, 0 to 3 percent

slopes .......................................................... 66

508A—Farrington loamy sand, 0 to 3 percent

slopes .......................................................... 67

510B—Boplain sand, 0 to 6 percent

slopes .......................................................... 67

510C—Boplain sand, 6 to 15 percent

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

511A—Plainfield sand, 0 to 3 percent

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

511B—Plainfield sand, 2 to 6 percent slopes ..... 68

511C—Plainfield sand, 6 to 15 percent

slopes .......................................................... 69

511F—Plainfield sand, 15 to 60 percent

slopes .......................................................... 69

512B—Drammen loamy sand, 1 to 6 percent

slopes .......................................................... 69

512C—Drammen loamy sand, 6 to 12

percent slopes ............................................. 70

512D—Drammen loamy sand, 12 to 20

percent slopes ............................................. 70

516A—Aldo sand, 0 to 3 percent slopes ............ 71

546A—Prissel loamy sand, 0 to 3 percent

slopes .......................................................... 71

546B—Prissel loamy sand, 2 to 6 percent

slopes .......................................................... 71

546C—Prissel loamy sand, 6 to 15 percent

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

546F—Prissel loamy sand, 15 to 60 percent

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

555A—Fordum silt loam, 0 to 2 percent

slopes .......................................................... 73

561B—Tarr sand, 1 to 6 percent slopes ............. 73

566A—Tint sand, 0 to 3 percent slopes.............. 73

573B—Plainbo sand, sand sheet, 0 to 6

percent slopes ............................................. 74

573C—Plainbo sand, sand sheet, 6 to 15

percent slopes ............................................. 74

588A—Meehan loamy sand, valley train,

0 to 3 percent slopes.................................... 74

589A—Newson mucky loamy sand, 0 to 2

percent slopes ............................................. 75

601C—Beavercreek cobbly fine sandy loam,

3 to 12 percent slopes.................................. 75

616B—Chaseburg silt loam, 1 to 4 percent

slopes .......................................................... 76

619A—Vancecreek silt loam, 0 to 2 percent

slopes .......................................................... 76

626A—Arenzville silt loam, 0 to 3 percent

slopes .......................................................... 76

628A—Orion silt loam, 0 to 3 percent

slopes .......................................................... 77

629A—Ettrick silt loam, 0 to 2 percent

slopes .......................................................... 77
8

636A—Quarderer silt loam, 0 to 3 percent

slopes .......................................................... 78

646A—Dunnbot fine sandy loam, 0 to 3

percent slopes ............................................. 78

656A—Scotah loamy fine sand, 0 to 3

percent slopes ............................................. 79

766A—Moppet fine sandy loam, 0 to 3

percent slopes ............................................. 79

804B2—Arland fine sandy loam, 2 to 6

percent slopes, eroded, dissected ............... 79

804C2—Arland fine sandy loam, 6 to 12

percent slopes, eroded, dissected ............... 80

804D—Arland fine sandy loam, 12 to 25

percent slopes, dissected ............................ 80

814D2—Renova silt loam, 12 to 20 percent

slopes, eroded, dissected ............................ 81

816B2—Vlasaty silt loam, 2 to 6 percent

slopes, eroded, dissected ............................ 81

816C2—Vlasaty silt loam, 6 to 12 percent

slopes, eroded, dissected ............................ 81

826B2—Hersey silt loam, 2 to 6 percent

slopes, eroded ............................................. 82

826C2—Hersey silt loam, 6 to 12 percent

slopes, eroded ............................................. 82

828B—Vasa silt loam, 1 to 6 percent slopes,

dissected ..................................................... 83

836B2—Spencer silt loam, 2 to 6 percent

slopes, eroded, dissected ............................ 83

836C2—Spencer silt loam, 6 to 12 percent

slopes, eroded, dissected ............................ 84

838B—Almena silt loam, 1 to 6 percent

slopes, dissected ......................................... 84

870B2—Santiago silt loam, 2 to 6 percent

slopes, eroded, dissected ............................ 84

870C2—Santiago silt loam, 6 to 12 percent

slopes, eroded, dissected ............................ 85

875B—Amery sandy loam, 2 to 6 percent

slopes, dissected ......................................... 85

875C2—Amery sandy loam, 6 to 12 percent

slopes, eroded, dissected ............................ 86

875D—Amery sandy loam, 12 to 25 percent

slopes, dissected ......................................... 86

1125F—Dorerton, very stony-Elbaville

complex, 30 to 60 percent slopes ................ 86

1145F—Gaphill-Rockbluff complex, 30 to 60

percent slopes ............................................. 87

1224F—Boone-Elevasil complex, 15 to 50

percent slopes ............................................. 88

1233F—Boone-Tarr sands, 15 to 50 percent

slopes .......................................................... 88

1275F—Hayriver-Twinmound complex, 15 to

50 percent slopes ........................................ 89

1648A—Northbend-Ettrick silt loams, 0 to 3

percent slopes ............................................. 90

1658A—Algansee-Kalmarville complex,

0 to 3 percent slopes.................................... 90

2002—Udorthents, earthen dams ...................... 91

2003A—Riverwash............................................. 91

2013—Pits, gravel .............................................. 92

2014—Pits, quarry, hard bedrock ....................... 92

2016—Pits, quarry, soft bedrock......................... 92

2030—Udorthents and Udipsamments,

cut or fill ....................................................... 92

2050—Landfill .................................................... 92

M-W—Miscellaneous water................................ 92

W—Water........................................................... 92

Table 2.—Acreage and Proportionate Extent

of the Soils ................................................... 93

Use and Management of the Soils ...................... 97

Interpretive Ratings ............................................ 97

Rating Class Terms ........................................ 97

Numerical Ratings.......................................... 97

Crops and Pasture ............................................. 97

Climate........................................................... 98

Cropland Management Considerations .......... 98

Crop Yield Estimates ...................................... 99

Land Capability Classification ...................... 100

Prime Farmland ........................................... 101

Windbreaks and Environmental Plantings .... 101

Conservation Tree/Shrub Suitability

Groups ................................................ 102

Forest Land Management ................................ 102

Forest Land Harvest Equipment

Considerations .................................... 102

Forest Haul Road Considerations ................ 102

Forest Log Landing Considerations.............. 103

Forest Land Site Preparation and Planting

Considerations .................................... 103
9

Forest Habitat Types .................................... 103

Recreation ........................................................ 111

Wildlife Habitat ................................................. 112

Engineering ...................................................... 113

Building Site Development ........................... 114

Sanitary Facilities ......................................... 115

Agricultural Waste Management .................. 116

Construction Materials ................................. 119

Water Management...................................... 120

Table 3.—Temperature and Precipitation .......... 121

Table 4.—Freeze Dates in Spring and Fall........ 122

Table 5.—Growing Season ............................... 122

Table 6.—Cropland Management

Considerations ........................................... 123

Table 7.—Land Capability and Yields per

Acre of Crops ............................................. 148

Table 8.—Land Capability and Yields per

Acre of Crops and Pasture ......................... 157

Table 9.—Prime Farmland ................................ 170

Table 10.—Windbreaks and Environmental

Plantings .................................................... 171

Table 11.—Conservation Tree/Shrub

Suitability Groups ....................................... 196

Table 12.—Forest Land Harvest Equipment

Considerations ........................................... 205

Table 13.—Forest Haul Road

Considerations ........................................... 214

Table 14.—Forest Log Landing

Considerations ........................................... 224

Table 15.—Forest Land Site Preparation

and Planting Considerations ...................... 234

Table 16.—Forest Habitat Types ....................... 245

Table 17a.—Recreation .................................... 252

Table 17b.—Recreation .................................... 269

Table 18.—Wildlife Habitat ................................ 285

Table 19a.—Building Site Development ............ 297

Table 19b.—Building Site Development ............ 315

Table 20a.—Sanitary Facilities ......................... 336

Table 20b.—Sanitary Facilities.......................... 359

Table 21a.—Agricultural Waste

Management .............................................. 379

Table 21b.—Agricultural Waste

Management .............................................. 411

Table 22a.—Construction Materials .................. 442

Table 22b.—Construction Materials .................. 458

Table 23.—Water Management ........................ 482

Soil Properties .................................................... 499

Engineering Index Properties ........................... 499

Physical Properties .......................................... 500

Chemical Properties ......................................... 501

Water Features ................................................. 501

Soil Features .................................................... 503

Table 24.—Engineering Index Properties ......... 504

Table 25.—Physical Properties of the Soils ...... 566

Table 26.—Chemical Properties of the

Soils ........................................................... 585

Table 27.—Soil Moisture Status by Depth ........ 605

Table 28.—Flooding Frequency and

Duration ..................................................... 633

Table 29.—Ponding Frequency, Duration,

and Depth .................................................. 648

Table 30.—Soil Features .................................. 663

References .......................................................... 679

Glossary .............................................................. 681

Issued 2004
10

Where To Get Updated Information

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

April 2003. More current information may be available from the Natural Resources

Conservation Service (NRCS) Field Office Technical Guide at Menomonie, Wisconsin,

or online at http://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 http://www.wi.nrcs.usda.gov.

For further information, please contact:

USDA, Natural Resources Conservation Service

Menomonie Service Center

390 Red Cedar Street, Suite C

Menomonie, WI 54751-2265

Phone: 715-232-2614
11

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
12

Location of Dunn County and MLRA 105 in Wisconsin.
13

How This Survey Was Made

This survey was made to provide updated

information about the soils and miscellaneous areas in

the survey area, which includes Major Land Resource

Area 105, Northern Mississippi Valley Loess Hills. The

majority of MLRA 105 occurs in Wisconsin. The MLRA

includes all or parts of 21 counties in western

Wisconsin, 7 counties in southeastern Minnesota, 9

counties in northeastern Iowa, and 4 counties in

northwestern Illinois.

Major Land Resource Areas (MLRAs) are

geographically associated land resource units that

share a common land use, elevation and topography,

climate, water, soils, and vegetation (USDA, 1981).

Dunn County is a subset of MLRA 105, Northern

Mississippi Valley Loess Hills, but it is also

characterized by landscapes in the northern part of

the county that are more similar to MLRA 90, Central

Wisconsin and Minnesota Thin Loess and Till; areas in

the western part of the county that are more similar to

MLRA 104, Eastern Iowa and Minnesota Till Prairies;

and areas scattered throughout the central and

southern parts of the county that are more similar to

MLRA 91, Wisconsin and Minnesota Sandy Outwash.

Map unit design is based on documentation of the

occurrence of soil components throughout the MLRA.

The information includes a brief description of the

soils and miscellaneous areas and interpretive tables

showing soil properties and the subsequent effects on

suitability, limitations, and management for specified

uses. During the fieldwork for this survey, soil

scientists observed the steepness, length, and shape

of the slopes; the general pattern of drainage; the

kinds of crops and native plants; and the kinds of

bedrock. They dug many holes to study the soil profile,

which is the sequence of natural layers, or horizons, in

a soil. The profile extends from the surface down into

the unconsolidated material in which the soil formed.

The unconsolidated material is devoid of roots and

other living organisms and has not been changed by

other biological activity.

The soils and miscellaneous areas in the survey

area are in an orderly pattern that is related to the

geology, landforms, relief, climate, and natural

vegetation of the area. Each kind of soil and

miscellaneous area is associated with a particular kind

of landscape or segment of the landscape. By

observing the soils and miscellaneous areas in the

survey area and relating their position to specific

segments of the landscape, soil scientists develop a

concept, or model, of how the soils were formed. Thus,

during mapping, this model enables the soil scientists

to predict with a considerable degree of accuracy the

kind of soil or miscellaneous area at a specific location

on the landscape.

Individual soils on the landscape commonly merge

into one another as their characteristics gradually

change. To construct an accurate map, however, soil

scientists must determine the boundaries between the

soils. They can observe only a limited number of soil

profiles. Nevertheless, these observations,

Soil Survey of

Dunn County, Wisconsin, Subset of

Major Land Resource Area 105

By Theron A. Meyer, Natural Resources Conservation Service

Fieldwork by Deanna M. Anderson, Roger A. Dahl, Donna E. Ferren-Guy,

Richard M. Johannes, Theron A. Meyer, Timothy J. Miland, and Larry L. Natzke,

Natural Resources Conservation Service

United States Department of Agriculture, Natural Resources Conservation Service,

in cooperation with

the Dunn County Land Conservation Department and the Research Division of the

College of Agricultural and Life Sciences, University of Wisconsin
14

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 observed. The maximum depth of

observation was about 80 inches (6.7 feet). Soil

scientists noted soil color, texture, size and shape of

soil aggregates, kind and amount of rock fragments,

distribution of plant roots, soil reaction, and other

features that enable them to identify soils. After

describing the soils in the survey area and

determining their properties, the soil scientists

assigned the soils to taxonomic classes (units).

Taxonomic classes are concepts. Each taxonomic

class has a set of soil characteristics with precisely

defined limits. The classes are used as a basis for

comparison to classify soils systematically. Soil

taxonomy, the system of taxonomic classification used

in the United States, is based mainly on the kind and

character of soil properties and the arrangement of

horizons within the profile. After the soil scientists

classified and named the soils in the survey area, they

compared the individual soils with similar soils in the

same taxonomic class in other areas so that they

could confirm data and assemble additional data

based on experience and research.

While a soil survey is in progress, samples of some

of the soils in the area generally are collected for

laboratory analyses and for engineering tests. Soil

scientists interpret the data from these analyses and

tests as well as the field-observed characteristics and

the soil properties to determine the expected behavior

of the soils under different uses. Interpretations for all

of the soils are field tested through observation of the

soils in different uses and under different levels of

management. Interpretations are modified as

necessary to fit local conditions, and some new

interpretations are developed to meet local needs.

Data are assembled from other sources, such as

research information, production records, and field

experience of specialists. For example, data on crop

yields under defined levels of management are

assembled from farm records and from field or plot

experiments on the same kinds of soil.

Predictions about soil behavior are based not only

on soil properties but also on such variables as

climate and biological activity. Soil conditions are

predictable over long periods of time, but they are not

predictable from year to year. For example, soil

scientists can predict with a fairly high degree of

accuracy that a given soil will have a zone in which the

soil moisture status is wet within certain depths in

most years, but they cannot predict that this zone will

always be at a specific level in the soil on a specific

date.

After soil scientists located and identified the

significant natural bodies of soil in the survey area,

they drew the boundaries of these bodies on aerial

photographs and identified each as a specific map

unit. Aerial photographs show trees, buildings, fields,

roads, and rivers, all of which help in locating

boundaries accurately.

In some parts of the survey area, the soil scientists

were denied access. The reliability of information on

the maps in these areas is limited, since the soil lines

were projected using remote sensing techniques.

This soil survey updates the survey of Dunn County

published in 1975 (USDA, 1975). It provides additional

information and has larger maps, which show the soils

in greater detail. The descriptions, names, and

delineations of the soils in this county may not fully

agree with those of the soils in the earlier survey of

Dunn County or 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.

The maps and soil descriptions in the 1975 survey

were used as a reference for new soil map units and

to plan soil transects. Before the fieldwork was begun,

black-and-white aerial photographs, taken in the

spring of 1992, and color aerial photographs, taken in

the spring of 1995 and enlarged to a scale of

1:12,000, were studied. Soil scientists studied U.S.

Geological Survey topographic maps to relate land

and image features. Sample areas were selected to

represent the major landscapes in the county. These

areas were investigated more closely than the rest of

the county. Extensive notes were taken on the

composition of map units in these preliminary study

areas.

Some areas required remapping, especially where

the previous depth of observation did not describe

important underlying soil materials, including bedrock,

perched and apparent water tables, and contrasting

textures. Adjustments of slope lines were made

because of improvements in aerial photography and

because some slope class ranges used in the past

were too broad for current uses.
15

This section relates the soils in the survey area to

the major factors of soil formation and describes the

system of soil classification.

Formation of the Soils

Soil is produced by the action of soil-forming

processes on materials deposited or accumulated by

geologic forces. The characteristics and properties of

soil in a given area are determined by (1) the physical

and mineralogical composition of the parent material;

(2) the climate under which the soil material has

accumulated and existed since accumulation; (3) the

living organisms on and in the soil, mainly vegetation;

(4) the relief, or lay of the land; and (5) the length of

time the forces of soil formation have acted on the soil

material. The relative effect of each of these factors is

reflected in the soil profile.

The interaction of these factors during the

transformation of the parent material into soil

generates complex physical, chemical, and biological

processes that cause minerals to become weathered

and organic matter to accumulate. Material in

suspension or in solution moves downward through

the soil to form distinct layers, or horizons, in the soil.

These layers—surface layer, subsurface layer, subsoil,

and substratum—are defined in the Glossary.

In Dunn County, differences in parent material,

vegetation, relief, and time account for most of the

differences among the soils. Climate is fairly uniform

throughout the county.

All five factors of soil formation are interrelated.

When one factor changes, changes in the other four

factors result. The following paragraphs describe the

factors of soil formation as they relate to the soils in

the survey area.

Climate

Climate influences soil formation by providing

moisture and heat necessary for the weathering of

parent material. Water dissolves soluble materials and

transfers nutrients to the lower parts of the soil. Water

also is needed to alter minerals to clay and transfer

the clay to the lower layers. Reaction, or pH, is largely

influenced by climate. Temperature affects the rate at

which chemical reactions proceed. Chemical reactions

are slower at freezing than at a higher temperature.

Moisture and temperature affect the kinds of plants

that grow on the soil. Further accumulation and

decomposition or organic matter may be influenced by

moisture and temperature and by vegetation.

The effects of climate are modified by landscape

setting and parent material. Relatively large amounts

of water are available for soil-forming processes in

loess on the hill summits. Little is available for plants in

outwash on the valley trains, where much of the

rainfall passes through the soil rapidly or where slopes

are steep and water runs off quickly. Climate may not

remain constant throughout the development of the

soil. When drastic climate changes take place, the soilforming processes most likely are altered and a new

cycle of soil formation begins. These climate changes

can modify the time factor, as the age of the new soil

development must be measured from the beginning of

the climatic change. Dunn County’s oldest landscapes

have most likely seen several climatic changes and

gone through several cycles of soil formation.

Wind can affect the development of soil by adding

or removing fine particles of soil or organic matter. It

affects the moisture content of soils by influencing the

rate of evaporation.

Climate can also have more localized effects. For

example, north- and east-facing slopes tend to be

cooler and wetter than south- and west-facing slopes.

Depressional areas generally have cooler

temperatures for a longer part of the year than

summits and slopes of hills.

Dunn County has a cool, subhumid continental

climate that favors the growth of trees and the

formation of leached, acid soils with a thin, dark

surface layer and a clay-enriched subsoil. Present

climatic differences within the county are too small to

have resulted in major differences among the soils.

Living Organisms

Living organisms, both plants and animals, affect

soil formation by providing organic matter and

transferring nutrients from the lower layers of the soil

Formation and Classification of the Soils
16 Soil Survey of

to the upper layers. Plants influence the development

of specific layers in the soil. Vegetation influences the

rate at which clay is transferred from the surface layer

to the subsoil. Plants and animals are related to other

factors of soil formation, such as soil microclimate,

parent material, and landscape setting, all of which

collectively can determine the vegetation that grows

on a soil.

At the time of settlement, forests covered most of

Dunn County. Mean annual precipitation is sufficient

for the growth of trees on any of the soils; however,

natural fires on some soils, such as Finchford soils,

were common and helped to maintain the grass

vegetation. Native Americans who lived in the area

and used these soils also used fire to maintain grass

vegetation for ease of cultivation and for attracting game

animals. When protected from fire, these soils would

follow a succession from grass and forbs to shrubs and

finally to oak and pine forest. Many soils on the broad

valley trains along the Chippewa, Eau Galle, Hay,

Mississippi, Red Cedar, and other rivers formed under

tall grass prairie. Areas between the prairies and the

deciduous forests were called savannas.

The most striking feature of a prairie or savanna soil

profile is the thick layer of organic matter

accumulation—commonly 15 inches or more—and the

somewhat darkened subsoil beneath. Examples of this

process are the thick, darkened A and AB horizons in

the Finchford soils. Prairie soils contain as much as

120 tons of organic matter per acre, compared with 70

tons per acre for forested soils. A dense network of

grass roots fills the profile, and most of the roots

extend to a depth of 5 to 7 feet. Forb roots of various

shapes and lengths are interspersed; some penetrate

to a depth of 20 feet. In contrast to forest soils, where

organic matter enters the soil from the surface and

must be “plowed in” by earthworms, the organic matter

deeply incorporated in prairie soils comes from the

roots as they decay in place. There is little input from

litter at the surface.

Mound-building ants play an important role in the

development of prairie soils. They mix and aerate the

soil as they build their tunnels and bring up nutrients

and clay particles from the subsoil. Their activities

increase the levels of potassium and phosphorus in

the topsoil.

When a prairie burns, nitrogen in the litter is

oxidized and escapes from the prairie ecosystem.

Nitrogen is returned to the system through nitrogenfixing bacteria in the root nodules of the plentiful prairie

legumes and also through free-living nitrogen-fixing

bacteria in the root zones of the prairie grasses.

It was the deep, rich prairie soils that eventually led

to the nearly total conversion of tall grass prairie to

cropland (Packard and Mutel, 1997).

Topography

Topography is an important factor in soil formation

because it affects drainage, aeration, and erosion.

Because topography influences runoff and

drainage, it can affect the types of vegetation present

and the chemical changes on and in the soil. Soil

profile development occurs most rapidly on well

drained, gentle slopes. Profile development is very

slow on steep slopes, where runoff is rapid, the rate of

water infiltration is slow, and geologic erosion removes

the surface soil almost as quickly as it forms.

Excessive runoff reduces the amount of water that is

available for leaching the soil and for use by plants,

and it can increase the hazard of erosion. Topographic

position on the landscape affects the drainage class of

the soil. Drainage has a distinct influence on soil

formation.

Differences in topography can account for the

formation of different soils in similar kinds of parent

material.

Parent Material and Landscape Evolution

Robert W. Baker, Ph.D., geologist, University of Wisconsin-River

Falls, and Kent M. Syverson, Ph.D., geologist, University of

Wisconsin-Eau Claire, helped prepare this section.

Parent material largely determines the physical and

chemical properties of the soil, such as the capacity or

ability of the soil to store water and nutrients for plants

and the rate at which water can pass through the soil.

In Dunn County, the soils formed in a wide variety

of parent materials. The evolution of the landscape

played the major role in the resultant parent materials.

Ancient Seas.—The ridge-and-valley landscape of

Dunn County is the eroded remnants of an ancient

plain that covered Wisconsin and the adjacent states.

The development of the ridges and valleys from the

ancient plain has spanned eons of time. Geologists

divide this time frame based on rock mineralogy and

fossils. A sequence of events through these eons of

time shaped the present-day landscape.

About 540 million years ago, a series of shallow

seas began to invade or transgress the low-lying parts

of the continent. The onset of this invasion marks the

beginning of the Cambrian Period, the earliest part of

the Paleozoic Era.

Later, during the Ordovician Period of the Paleozoic

Era, another invasion of the sea took place and about

70 percent of North America was under water. During
Dunn County, Wisconsin 17

Cambrian and Ordovician time, streams carried

upland sediment to the seas. The kinds of minerals

and particle size of the sediment were dependent

upon the chemical and physical makeup of the upland

material and on the nearness to the mineral source.

The source probably varied with time as

surrounding lands were elevated or lowered by

subsidence or erosion (Austin, 1972). During the

Cambrian, dominantly sandy sediment was deposited.

Clastic sediment supply decreased during the

Ordovician Period, so the sediment was characterized

dominantly by the deposition of limy mud, a mixture of

minerals and the remains of teeming plant and animal

life. Mollusks, brachiopods, corals, and crinoids,

animals that build calcium-carbonate skeletons, were

common.

The sediment was cemented and compressed into

rock. The sandy sediment formed sandstone, and the

limy mud formed limestone, dolostone, or shale.

Pre-Illinoian Ice Age.—The Pleistocene Epoch,

known as the ice age, is a more recent major

geological event that helped to shape the present-day

landscape. During this period, ice fields formed in the

polar and mountainous regions and glaciers advanced

several times into western Wisconsin (Attig, 1993).

This pre-Illinoian glacial history is sketchy because of

erosion and truncation of deposits by later glacial

events, postglacial erosion, and limited exposures of

glacial deposits. The earliest known glacial advance in

western Wisconsin was from the west and has been

called the Reeve Advance (Johnson, 1986). During the

Reeve Advance, the Des Moines Lobe flowed

eastward from Minnesota into western Wisconsin. The

minimum extent of the ice is defined by the eastern

boundary of tills of the Pierce Formation. In the

western part of Dunn County, a thin mantle of till

persists. This till is formally known as the Hersey

Member of the Pierce Formation. In the unweathered

state, typically below the depths of observation in

Dunn County, the Hersey Member is consistently dark

gray to black loam and is strongly calcareous. The

weathered till is typically noncalcareous, yellowish

brown, dark yellowish brown, light olive brown, or olive

brown loam or clay loam. The calcareous nature and

the color, texture, and lithology of the unweathered

Hersey Member are typical of glacial deposits in Iowa

and Minnesota that have northwestern (Manitoba)

sources. The Reeve Advance occurred during preIllinoian time at least 460,000 years ago and possibly

as much as 770,000 years ago (Baker and others,

1983). Hersey soils are associated with these till

remnants.

Recent research in Wisconsin and Minnesota

indicates that the deeply incised valley of the Upper

Mississippi River and its adjacent tributaries was in

existence well before mid-Pleistocene time.

Stratigraphic relationships and Uranium-series and

paleomagnetic dating strongly suggest that the deep

landscape incision had already occurred prior to the

occurrence of the first glaciers in this region (Baker

and others, 1997).

Illinoian and Wisconsinan Glaciation.—The next

glacial units observed in west-central Wisconsin were

deposited by the Superior and Chippewa Lobes during

the Illinoian or Early Wisconsinan Glaciations and are

found as far south as Pierce and Dunn Counties. This

glacial sediment is part of the River Falls Formation

and was deposited by the Baldwin Advance of the

Superior Lobe and the Dallas Advance of the

Chippewa Lobe (Johnson, 1986). These units probably

were deposited during the Late Illinoian or Early

Wisconsinan Glaciations, but no accurate dates have

been obtained (Attig and others, 1988). This major

episode of glacial advance was followed by glacial

retreat, a period of weathering, and then several

episodes of Late Wisconsinan Glaciation, which may

have entered into the northwestern-most corner of

Dunn County.

Glaciers may have covered all of Dunn County,

based on glacial evidence found in other counties

(Clayton and others, 1991). Recent research has

uncovered evidence 3 to 5 kilometers into an area in

Eau Claire County formerly considered part of the

Driftless Area. Lithology of the erratics suggest a

northern Wisconsin source and an ice advance from

the northeast during pre-Wisconsinan time. This

proposed ice margin is within 15 miles of the PepinEau Claire County line (Bement and Syverson, 1995).

Even if these later ice advances never reached

Dunn County, the frigid glacial climate undoubtedly

accelerated erosional processes in the area.

Permafrost is believed to have persisted in central

Wisconsin during the last part of the Wisconsinan

Glaciation when the Laurentide Ice Sheet stood at its

maximum extent. Permafrost resulted in arrested soil

development and accelerated erosion of the

landscape well beyond the ice sheet. Since the end of

permafrost, the landscape has been relatively stable.

The landscape continued to be modified, however, by

many geomorphic processes (Attig, 1993). Valleys

continued to widen, deepen, and lengthen. Streams

continued to carve their way headward into the

landscape. They intercepted many solution cavities in

the dolostone layers. Rock was easily removed from

these settings. Gravitational forces along with water

carried the rock downslope, reducing the fragments

from stones and boulders to cobbles and pebbles. This

cobbly loamy colluvium is coarser textured and thinner
18 Soil Survey of

near the shoulder slope and is finer and thicker where

deposited near the footslopes. Dorerton soils are

associated with loamy colluvium derived from

dolostone on steep backslopes.

Resultant Bedrock Landscape.—The remaining

bedrock-controlled plain, or Prairie du Chien surface,

is the uppermost surface in the county. The only

remaining member of the Prairie du Chien Group, the

Oneota dolostone, forms the bedrock surface at the

highest elevations on the landscape.

The Prairie du Chien surface is thinly mantled, in

most areas, with a dominantly reddish, clayey

pedisediment that is thickest on the ridgetops and

becomes thinner downslope. The pedisediment is

believed to be derived from the weathering and

associated erosion of the bedrock surfaces above the

Prairie du Chien during the long period of time

between the retreat of the seas and the onset of the

glacial age. It is likely that glaciation has altered and

contributed to this clayey material in Dunn County.

Texture is extremely variable, ranging from sandy to

very clayey. The sediment contains an abundance of

chert channers and flagstones. NewGlarus and Pepin

soils are associated with the dolostone and the clayey

pedisediment.

The Oneota Formation and the underlying Upper

Cambrian sandstones and siltstones—the Jordan, St.

Lawrence, Lone Rock, and Wonewoc Formations—are

the influential bedrock types in the county. Where

ridges are thinly capped by the more resistant Oneota

dolostone and underlain by the softer Jordan

sandstone, the tops are narrow, craggy, and

castellated and the valleys tend to be V-shaped.

Gaphill and Rockbluff soils are associated with the

Jordan sandstone. Where the ridges are capped by

the relatively soft Lone Rock sandstone and siltstone,

the crests are broad and well rounded and the valleys

are a mile or more in width. Norden and Urne soils are

associated with the Lone Rock sandstone and

siltstone.

Sandstone of the Wonewoc Formation occurs at the

lower elevations on hills and at various depths

underlying the valley trains. Soils associated with the

Wonewoc sandstone formation are Boone and Elevasil

soils on hills and Boplain soils on sand sheets and

valley trains.

Dry Winds.—Another significant landscape modifier

was wind. During the latter stages of the most recent

ice age, called the Wisconsin stage, intense winds

carried loess onto the landscapes. On hillslopes the

Peoria Formation, deposited between about 12,000

and 26,000 years before present (Ruhe, 1969), is

typically the only loess unit present. The mostly

silt-sized particles were deposited on the deeply

dissected land surface, much like a blanket of snow

during winter storms. The unweathered basal portion

of the Peorian Formation is massive and calcareous,

and the weathered upper portion is leached and

noncalcareous (Leigh and Knox, 1994). Loess is

generally coarsest and thickest near large river

valleys, and it becomes finer and thinner with

increasing distance from the valleys. The main source

of the loess was the valley floors of the Mississippi

River and its tributaries (Ruhe, 1969). The loess can

be more than 6 feet thick, or even thicker, on the

broader summits near the main sources; it becomes

thinner as ridges narrow and slope increases. Seaton

soils formed in very deep loess. Where slope gradient

and width of ridges are equal, the loess is thinnest on

northwest aspects and thickest on southeast aspects.

Wind also moved the coarser particles of sand size

into dunes in places on the valley trains where air

currents were able to generate sufficient energy.

Chelsea soils formed in eolian sand on dunes. Near

the Chippewa and Red Cedar Rivers and other larger

perennial rivers and streams, many valleys have a

surficial mantle of eolian sand that lacks both the

coarser sands and gravel common to the valley train

and the discernible slip faces that are common with

dunes. The source of this finer eolian sand mantle is

the valley train. Drammen soils formed in eolian sand

on sand sheets.

Melting Ice.—During the latter stages of the

Pleistocene, which ended about 9,500 years ago,

massive ice fields to the north and west melted.

Torrential flows of meltwater swelled streams that

served as meltwater outlets. The Hay, Chippewa, Red

Cedar, and Eau Galle Rivers and their tributaries

carried the meltwater from receding ice sheets. Large

quantities of gravel and sand carried from the ice fields

were deposited as outwash, forming the valley trains.

Later successive river incisement left these coarse

textured materials as terraces. Finchford and Plainfield

soils are associated with these valley train terraces.

The oldest terraces may be mantled by younger sand

dunes and thick eolian sand sheets in the main valley.

In some smaller tributaries, terraces at similar

elevations formed from much finer material through a

unique process. Sediment aggradation from glacial

meltwaters in the adjacent major river channels

hydraulically dammed tributary mouths. This damming

resulted in periodic flooding of the lower reaches of the

tributaries, between about 18,000 and 13,000 years

before present, creating slackwater conditions. During

this same period, the loess blanket covering the

sediment on the ridges and footslopes was partially
Dunn County, Wisconsin 19

stripped by erosion. Much of the eroded loess was

deposited in valleys below as a thin layer, mostly of

silt. Also during this period, large floods produced by

glacial lake outbursts passed down the valley

repeatedly, backflooding the lower reaches of

tributaries and adding to the slackwater conditions in

the tributaries (Bettis and others, 1992). SuperiorBasin source floods carried distinctive reddish brown

silty clays, but western-source floodwaters did not.

Alluvial deposits underlying the tributary-valley

terraces are predominantly laminated and thinly

bedded silt that, in areas closer to the major river

channel, is interbedded with sand. The dominance of

silt reflects the significant contributions from local

loess deposition on adjacent landscapes and slope

erosion as well as the large silt load of the glacier-fed

rivers. Beds of reddish brown clay are commonly

interstratified with the silt. These clays may be a result

of the Superior-Basin source floods, the clayey

pedisediment present on the nearby ridgetops, or

both. Ella, Bearpen, and Plumcreek soils are underlain

by slackwater deposits.

The lower younger terraces are dominantly sandy

and gravelly outwash in the Mississippi Valley and

correlative terraces in some tributaries. Some swales

and paleochannels on the terrace surface have a

veneer of finer textured sediment that may be

overbank deposits from later floods (Bettis and others,

1992).

Stream Cutting.—When the glacial ice retreated

and the sediment-laden torrential flows ceased, the

water level in the Mississippi River and its tributaries

fell and a new incisement cycle, enhanced by a muchreduced sediment load, began in the valleys. Tributary

streams cut into their flood plains, adjusting to the

lowered water level of the Mississippi River. In a

relatively short time period, a large portion of the flood

plains of glacial times was removed. Narrow, dissected

terraces, mere remnants of the original valley train, are

all that remain. Plainfield soils formed on the narrow,

very steep, elongated terrace risers.

Recent Deposition.—During the past 9,500 years,

sediment has continually been deposited on the floor

of flood plains. However, a dramatic change in the

environment took place about 150 years ago.

Agricultural practices of the European settlers

destroyed the protective covering of sod and forest

litter and accelerated erosion processes. In some

drainageways this postsettlement alluvium is quite

significant. Deposits of 2 to more than 5 feet of

alluvium are common. Arenzville, Orion, and Ettrick

soils formed in post-settlement silty alluvium.

Time

Time is required by climate, by plants, and by

animals to form soil from the parent material. Various

soils have developed over periods of time ranging from

a few years to many thousands of years. The effect of

time on soil is modified by all the other factors of soil

formation.

The length of time in which soils are exposed at the

surface is a modifying factor in soil formation. Soils

can be no older than the age of the landscape surface

upon which they form (Ruhe, 1975). Not all the soils

that form the surface of the landscape in Dunn County

are the same age. Landscapes erode back from their

base level along streams and rivers to near the

landscape summit. The summit remains stable, little

affected by erosive forces. Where carbonates were

present in the loess, they are typically deeply leached,

and the soils are well developed and are relatively

older than the soils downslope. Downslope erosion

over long periods of time has exposed fresh material.

The Lone Rock sandstone, for example, was exposed

to weathering much later in time than the sediment

overlying the Oneota dolostone formation several

hundred feet higher on the landscape. Urne soils

formed in the Lone Rock Formation and are therefore

younger than the NewGlarus soils that formed in the

Oneota Formation.

Another factor modifying the effects of time is the

rate at which parent material can be transformed into

soils. The small particles in loess, for example,

weather relatively rapidly. On the other hand, the larger

particles in sandstone bedrock and in outwash on

valley trains have a high proportion of slowly

weatherable minerals, such as quartz, and are

transformed very slowly into soils that have distinct

layers.

Landscape setting modifies the time factor because

rainfall runs rapidly off steep slopes. Only a small

amount of water enters the soil to form clay or leach

carbonates and other soluble material.

Time is also modified by the effects of climate. The

soils of Dunn County formed in a climate that has

varied during their formation. During the early stages

of soil formation, the climate was cold because of the

proximity to glacial ice to the west, north, and east.

The early vegetation consisted of conifers followed

briefly by oaks. These species were short lived

following the retreat of glacial ice northward. The

ensuing climate was warmer and drier and caused

prairie plants to migrate eastward (Borchart, 1950).

About 4,000 to 5,000 years ago, the climate
20 Soil Survey of

became cooler and more moist. The big woods spread

westward once again. Aspect and topography were

also factors in the expansion of the woodland. Timber

probably became established first on the sheltered

north- and east-facing footslopes. Trees may have

even persisted here during the eastward migration of

the prairie. From these sheltered sites, timber spread

out onto the silty and loamy terraces and upward onto

the ridgetops. Except for broad sandy areas along

major rivers, the county at the time of settlement was

covered with woodland.

The character of the soils encroached upon by

woodland changed in response to processes

generated by the timber. Forests produce little organic

matter, most of which accumulates on the soil surface.

In contrast, the prairie soils build up large amounts of

organic matter and form a thick dark surface layer. The

organic matter produced by the decay of leaves, limbs,

and trunks is more acid than that produced by prairie

vegetation. The strong acids formed by water

percolating through the surface litter and into the soil

increased the mobility of clay, organic matter, and

oxides and allowed them to be leached away or to

accumulate in the subsoil. The dark surface layer of

soils that had previously formed under prairie

vegetation gradually became thinner. As clay and

organic matter were removed, a thin bleached

subsurface layer began to form just below the thinning

surface layer. Clay and organic matter accumulated as

thin waxy films on blocky peds in the subsoil and along

cracks and pores formerly occupied by roots. Fully

developed forest soils, such as Seaton and Norden

soils, have a black or very dark brown surface layer 2

to 4 inches thick; an ashy, grayish subsurface layer

that is low in clay and organic matter and is 5 to 10

inches thick; and a subsoil with structural development

and clay and organic matter on blocky structural

surfaces. When the land was cleared and cultivated,

the thin surface and subsurface layers were commonly

lost to erosion, and in many places tillage mixed the

remaining upper layers with material from the upper

part of the subsoil.

Some soils, such as Forkhorn and Meridian soils,

reflect the influence of both prairie and woodland

because prairie did not persist long enough to alter the

woodland soils completely.

Assuming all other factors are equal, soils form

more rapidly in warmer, more humid conditions than

those of the present climate affecting Dunn County.

Soils are frozen to some depth, and the soil-forming

process is drastically reduced for much of the year in

this area.

Classification of the Soils

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 1 shows the

classification of the soils in the survey area. The

categories are defined in the following paragraphs.

ORDER. Twelve soil orders are recognized. The

differences among orders reflect the dominant soilforming processes and the degree of soil formation.

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

example is Mollisol.

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 Aquoll

(Aqu, meaning water, plus oll, from Mollisol).

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; 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

Endoaquolls (Endo, meaning within, plus aquoll, the

suborder of the Mollisols that has an aquic moisture

regime).

SUBGROUP. Each great group has a typic

subgroup. Other subgroups are intergrades or

extragrades. The typic 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 known kind of soil.

Each subgroup is identified by one or more adjectives

preceding the name of the great group. An example is

Fluvaquentic Endoaquolls.

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,
Dunn County, Wisconsin 21

mineralogy class, cation-exchange activity class, soil

temperature regime, soil depth, and reaction class. A

family name consists of the name of a subgroup

preceded by terms that indicate soil properties. An

example is fine-silty, mixed, superactive, frigid

Fluvaquentic Endoaquolls.

SERIES. The series consists of soils that have

similar horizons in their profile. The horizons are

similar in color, texture, structure, reaction,

consistence, mineral and chemical composition, and

arrangement in the profile. The texture of the surface

layer or of the substratum can differ within a series. An

example is the Vancecreek series.

The Official Series Descriptions (OSDs) provide the

most current information about the series mapped in

Dunn County. These descriptions are available on the

Web at http://soils.usda.gov.

Table 1.--Classification of the Soils

(An asterisk in the first column indicates a taxadjunct to the series)

__________________________________________________________________________________________________________________________

 |

 Soil name | Family or higher taxonomic class

 | __________________________________________________________________________________________________________________________

 |

 Aldo---------------------|Mixed, mesic Typic Udipsamments

 Algansee-----------------|Mixed, mesic Aquic Udipsamments

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

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

 Arenzville---------------|Coarse-silty, mixed, superactive, nonacid, mesic Typic Udifluvents

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

 Bearpen------------------|Fine-silty, mixed, superactive, mesic Aquic Argiudolls

 Beavercreek--------------|Loamy-skeletal, mixed, active, nonacid, mesic Typic Udifluvents

 Bilson-------------------|Coarse-loamy, siliceous, superactive, mesic Mollic Hapludalfs

 Boone--------------------|Mesic, uncoated Typic Quartzipsamments

 Boplain------------------|Mixed, mesic Typic Udipsamments

 Burkhardt----------------|Sandy, mixed, mesic Typic Hapludolls

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

 Chaseburg----------------|Coarse-silty, mixed, superactive, nonacid, mesic Typic Udifluvents

 Chelsea------------------|Mixed, mesic Lamellic Udipsamments

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

 Churchtown---------------|Fine-silty, mixed, superactive, mesic Mollic Hapludalfs

 Dakota-------------------|Fine-loamy over sandy or sandy-skeletal, mixed, superactive, mesic Typic Argiudolls

 Dobie--------------------|Fine-silty, mixed, superactive, frigid Haplic Glossudalfs

 Dorerton-----------------|Loamy-skeletal, mixed, active, mesic Typic Hapludalfs

 Doritty------------------|Fine-silty, mixed, superactive, frigid Haplic Glossudalfs

 Drammen------------------|Sandy, mixed, mesic Lamellic Hapludalfs

 Dunnbot------------------|Coarse-loamy, mixed, superactive, nonacid, mesic Mollic Udifluvents

 Elbaville----------------|Fine-loamy, mixed, superactive, mesic Glossic Hapludalfs

 Elevasil-----------------|Coarse-loamy, siliceous, active, mesic Ultic Hapludalfs

*Elevasil, frigid---------|Coarse-loamy, siliceous, active, frigid Ultic Hapludalfs

 Elkmound-----------------|Loamy, mixed, superactive, mesic Lithic Dystrudepts

 Ella---------------------|Fine-silty, mixed, superactive, mesic Mollic Hapludalfs

 Ettrick------------------|Fine-silty, mixed, superactive, mesic Fluvaquentic Endoaquolls

 Farrington---------------|Sandy, mixed, mesic Aquic Hapludolls

 Finchford----------------|Sandy, mixed, mesic Entic Hapludolls

 Fivepoints---------------|Clayey over loamy-skeletal, mixed, superactive, mesic Typic Hapludalfs

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

 Forkhorn-----------------|Coarse-loamy, mixed, active, mesic Mollic Hapludalfs

 Gaphill------------------|Coarse-loamy, siliceous, active, mesic Typic Hapludalfs

 Garne--------------------|Sandy over loamy, mixed, active, mesic Typic Hapludolls

 Hayriver-----------------|Coarse-loamy, mixed, active, frigid Typic Hapludalfs

 Hersey-------------------|Fine-silty, mixed, superactive, mesic Mollic Hapludalfs

 Hiles--------------------|Fine-loamy, mixed, superactive, frigid Oxyaquic Glossudalfs

 Hixton-------------------|Fine-loamy over sandy or sandy-skeletal, mixed, superactive, mesic Typic Hapludalfs

*Hixton, frigid-----------|Fine-loamy over sandy or sandy-skeletal, mixed, superactive, frigid Typic Hapludalfs

*Hixton, thin solum-------|Coarse-loamy, mixed, superactive, frigid Ultic Hapludalfs

 Hoopeston----------------|Coarse-loamy, mixed, superactive, mesic Aquic Hapludolls

 Houghton-----------------|Euic, mesic Typic Haplosaprists

*Humbird------------------|Coarse-loamy over clayey, mixed, semiactive, frigid Oxyaquic Ultic Haplorthods

 Kalmarville--------------|Coarse-loamy, mixed, superactive, nonacid, mesic Mollic Fluvaquents

 Kert---------------------|Fine-loamy, mixed, superactive, frigid Aquic Glossudalfs

 |
22

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

__________________________________________________________________________________________________________________________

 |

 Soil name | Family or higher taxonomic class

 | __________________________________________________________________________________________________________________________

 |

 Kevilar------------------|Coarse-loamy, mixed, active, mesic Mollic Hapludalfs

 Komro--------------------|Sandy, mixed, mesic Entic Hapludolls

 Lows---------------------|Fine-loamy over sandy or sandy-skeletal, mixed, superactive, nonacid, frigid Mollic

 | Endoaquepts

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

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

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

 Menomin------------------|Fine-loamy over sandy or sandy-skeletal, mixed, superactive, mesic Mollic Hapludalfs

 Meridian-----------------|Fine-loamy over sandy or sandy-skeletal, mixed, superactive, mesic Mollic Hapludalfs

*Merrillan----------------|Coarse-loamy over clayey, mixed, semiactive, frigid Ultic Epiaquods

 Moppet-------------------|Coarse-loamy, mixed, superactive, frigid Oxyaquic Dystrudepts

 NewGlarus----------------|Fine-silty over clayey, mixed, superactive, mesic Typic Hapludalfs

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

 Norden-------------------|Fine-loamy, mixed, superactive, mesic Typic Hapludalfs

 Northbend----------------|Coarse-loamy over sandy or sandy-skeletal, mixed, active, mesic Fluvaquentic Dystrudepts

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

 Orion--------------------|Coarse-silty, mixed, superactive, nonacid, mesic Aquic Udifluvents

 Palms--------------------|Loamy, mixed, euic, mesic Terric Haplosaprists

 Pepin--------------------|Fine-silty, mixed, superactive, mesic Typic Hapludalfs

 Plainbo------------------|Mixed, frigid Typic Udipsamments

 Plainfield---------------|Mixed, mesic Typic Udipsamments

 Plumcreek----------------|Fine-loamy, mixed, superactive, mesic Typic Hapludalfs

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

 Prissel------------------|Loamy, mixed, active, mesic Arenic Hapludalfs

 Quarderer----------------|Coarse-silty, mixed, superactive, frigid Typic Paleudolls

 Rasset-------------------|Coarse-loamy, mixed, superactive, mesic Typic Argiudolls

 Renova-------------------|Fine-loamy, mixed, superactive, mesic Typic Hapludalfs

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

 Rockbluff----------------|Mesic, coated Typic Quartzipsamments

 Rusktown-----------------|Coarse-loamy, mixed, active, mesic Mollic Hapludalfs

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

 Scotah-------------------|Mixed, mesic Typic Udipsamments

 Seaton-------------------|Fine-silty, mixed, superactive, mesic Typic Hapludalfs

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

 Shiffer------------------|Fine-loamy over sandy or sandy-skeletal, superactive, mesic Aquollic Hapludalfs

 Siouxcreek---------------|Coarse-loamy over sandy or sandy-skeletal, mixed, active, frigid Aquic Hapludults

 Spencer------------------|Fine-silty, mixed, superactive, frigid Oxyaquic Glossudalfs

 Tarr---------------------|Mesic, uncoated Typic Quartzipsamments

 Tint---------------------|Mesic, uncoated Typic Quartzipsamments

 Twinmound----------------|Frigid, uncoated Typic Quartzipsamments

 Udipsamments-------------|Udipsamments

 Udorthents---------------|Udorthents

 Urne---------------------|Coarse-loamy, mixed, active, mesic Dystric Eutrudepts

 Vancecreek---------------|Fine-silty, mixed, superactive, frigid Fluvaquentic Endoaquolls

 Vasa---------------------|Fine-silty, superactive, mesic Aquollic Hapludalfs

 Veedum-------------------|Fine-loamy, mixed, superactive, acid, frigid Humic Epiaquepts

 Vlasaty------------------|Fine-loamy, superactive, mesic Glossaquic Hapludalfs

 Wickware-----------------|Fine-silty, mixed, superactive, frigid Haplic Glossudalfs

 | __________________________________________________________________________________________________________________________
23

In this section, arranged in numerical order, are the

soil map unit descriptions for the soil series mapped in

Dunn County.

Characteristics of the soil and the material in which

it formed are identified for each soil series. A brief

description of the soil profile is provided in the map

unit descriptions. For more information about a soil

series, the official series description can be viewed or

downloaded from the Web. The detailed descriptions

follow standards in the “Soil Survey Manual” (Soil

Survey Division Staff, 1993). Many of the technical

terms used in the descriptions are defined in “Keys to

Soil Taxonomy” (Soil Survey Staff, 1998).

The map units 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 27, 28, and 29 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 25 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

Soil Map Unit Descriptions
24 Soil Survey of

divided into soil phases. The name of a soil phase

commonly indicates a feature that affects use or

management. For example, Elkmound loam, 1 to 6

percent slopes, is a phase of the Elkmound 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.

Forkhorn sandy 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.

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. Dorerton, very stony-Elbaville complex, 30 to

60 percent slopes, is an example.

An undifferentiated group is made up of two or

more components that could be mapped individually

but are mapped as one unit because similar

interpretations can be made for use and management.

The pattern and proportion of the components in a

mapped area are not uniform. An area can be made

up of only one of the dominant components, or it can

be made up of all of them. Markey and Seelyeville

mucks, 0 to 1 percent slopes, is an undifferentiated

group in this survey area.

This survey includes miscellaneous areas. Such

areas have little or no soil material and support little or

no vegetation. Pits, quarry, hard bedrock, is an

example.

Table 2 gives the acreage and proportionate extent

of each map unit. Other tables (see Contents) 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.

11A—Markey muck, flood plain, 0 to 1

percent slopes

Component Description

Markey, flood plain, undrained, and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Backswamps on flood 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: Organic material over sandy alluvium

Lowest frequency of flooding (if it occurs): Rare

(January, February, July, August, October,

November, December)

Highest frequency of flooding: Frequent (March, April,

May, June)

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

February, March, April, May, October, November,

December)

Deepest depth to wet zone: 1 foot (August)

Shallowest ponding: 0.3 foot (January, February, June,

July, August, September, December)

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

November)

Available water capacity to a depth of 60 inches: 13.2

inches

Content of organic matter in the upper 10 inches: 55

percent

Typical profile:

Oa—0 to 27 inches; muck

Cg—27 to 60 inches; stratified loamy sand to

coarse sand

Dissimilar Components

Kalmarville, undrained

Extent: 0 to 5 percent of the unit

Cathro, flood plain, undrained

Extent: 0 to 5 percent of the unit

Water

Extent: 0 to 5 percent of the unit

20A—Palms and Houghton mucks, 0 to 1

percent slopes

Component Description

Palms, undrained, and similar soils

Extent: 0 to 90 percent of the unit

Geomorphic component: Depressions on stream

terraces

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: Organic material over loamy

alluvium

Flooding: None
Dunn County, Wisconsin 25

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

February, March, April, May, October, November,

December)

Deepest depth to wet zone: 1 foot (August)

Shallowest ponding: 0.3 foot (January, February, June,

July, August, September, December)

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

November)

Available water capacity to a depth of 60 inches: 19.4

inches

Content of organic matter in the upper 10 inches: 55

percent

Typical profile:

Oa—0 to 40 inches; muck

Cg—40 to 60 inches; silt loam

Houghton, undrained, and similar soils

Extent: 0 to 90 percent of the unit

Geomorphic component: Depressions on stream

terraces

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: Organic material

Flooding: None

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

February, March, April, May, June, July,

September, October, November, December)

Deepest depth to wet zone: 0.5 foot (August)

Shallowest ponding: 0.5 foot (January, February, July,

August, December)

Deepest ponding: 1 foot (March, April, May, June,

September, October, November)

Available water capacity to a depth of 60 inches: 24.5

inches

Content of organic matter in the upper 10 inches: 55

percent

Typical profile:

Oa—0 to 22 inches; muck

Oe—22 to 28 inches; mucky peat

O ́a—28 to 60 inches; muck

Dissimilar Components

Ettrick, undrained

Extent: 1 to 10 percent of the unit

Palms, drained

Extent: 0 to 5 percent of the unit

Water

Extent: 1 to 5 percent of the unit

40A—Markey and Seelyeville mucks, 0 to

1 percent slopes

Component Description

Markey, undrained, and similar soils

Extent: 0 to 90 percent of the unit

Geomorphic component: Depressions on valley trains

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: Organic material over sandy and

gravelly outwash

Flooding: None

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

February, March, April, May, October, November,

December)

Deepest depth to wet zone: 1 foot (August)

Shallowest ponding: 0.3 foot (January, February, June,

July, August, September, December)

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

November)

Available water capacity to a depth of 60 inches: 12.5

inches

Content of organic matter in the upper 10 inches: 55

percent

Typical profile:

Oa—0 to 27 inches; muck

Cg—27 to 60 inches; stratified sand to gravelly

coarse sand

Seelyeville, undrained, and similar soils

Extent: 0 to 90 percent of the unit

Geomorphic component: Depressions on valley trains

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: Organic material

Flooding: None

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

February, March, April, May, June, July,

September, October, November, December)

Deepest depth to wet zone: 0.5 foot (August)

Shallowest ponding: 0.5 foot (January, February, July,

August, December)

Deepest ponding: 1 foot (March, April, May, June,

September, October, November)

Available water capacity to a depth of 60 inches: 23.9

inches
26 Soil Survey of

Content of organic matter in the upper 10 inches: 55

percent

Typical profile:

Oa1—0 to 12 inches; muck

Oa2—12 to 72 inches; muck

Dissimilar Components

Markey, drained

Extent: 0 to 5 percent of the unit

Cathro, undrained

Extent: 0 to 2 percent of the unit

Newson, undrained

Extent: 0 to 5 percent of the unit

Lows, undrained

Extent: 0 to 5 percent of the unit

Water

Extent: 0 to 5 percent of the unit

45A—Seelyeville and Cathro mucks,

valley train, 0 to 1 percent slopes

Component Description

Seelyeville, undrained, and similar soils

Extent: 0 to 90 percent of the unit

Geomorphic component: Depressions on valley trains

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: Organic material

Flooding: None

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

February, March, April, May, June, July,

September, October, November, December)

Deepest depth to wet zone: 0.5 foot (August)

Shallowest ponding: 0.5 foot (January, February, July,

August, December)

Deepest ponding: 1 foot (March, April, May, June,

September, October, November)

Available water capacity to a depth of 60 inches: 23.9

inches

Content of organic matter in the upper 10 inches: 55

percent

Typical profile:

Oa1—0 to 12 inches; muck

Oa2—12 to 72 inches; muck

Cathro, undrained, and similar soils

Extent: 0 to 90 percent of the unit

Geomorphic component: Depressions on valley

trains

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: Organic material over loamy alluvium

Flooding: None

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

February, March, April, May, October, November,

December)

Deepest depth to wet zone: 1 foot (August)

Shallowest ponding: 0.3 foot (January, February, June,

July, August, September, December)

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

November)

Available water capacity to a depth of 60 inches: 17.1

inches

Content of organic matter in the upper 10 inches: 55

percent

Typical profile:

Oa1—0 to 16 inches; muck

Oa2—16 to 30 inches; muck

Cg—30 to 60 inches; silt loam

Dissimilar Components

Lows, undrained

Extent: 1 to 10 percent of the unit

Cathro, drained

Extent: 0 to 5 percent of the unit

Markey, undrained

Extent: 0 to 5 percent of the unit

Water

Extent: 0 to 5 percent of the unit

101B—Menahga sand, valley train, 0 to 6

percent slopes

Component Description

Menahga, valley train, and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Treads

Slope range: 0 to 6 percent
Dunn County, Wisconsin 27

Texture of the surface layer: Sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4

inches

Content of organic matter in the upper 10 inches: 0.7

percent

Typical profile:

Ap—0 to 9 inches; sand

Bw—9 to 33 inches; sand

C—33 to 80 inches; sand

Dissimilar Components

Plainbo soils

Extent: 0 to 10 percent of the unit

Forkhorn soils

Extent: 0 to 5 percent of the unit

Meehan soils

Extent: 0 to 5 percent of the unit

101C—Menahga sand, valley train, 6 to 12

percent slopes

Component Description

Menahga, valley train, and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Risers

Slope range: 6 to 12 percent

Texture of the surface layer: Sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4

inches

Content of organic matter in the upper 10 inches: 0.7

percent

Typical profile:

Ap—0 to 9 inches; sand

Bw—9 to 33 inches; sand

C—33 to 80 inches; sand

Dissimilar Components

Plainbo soils

Extent: 0 to 10 percent of the unit

Forkhorn soils

Extent: 0 to 5 percent of the unit

101E—Menahga sand, valley train, 12 to

30 percent slopes

Component Description

Menahga, valley train, and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Risers

Slope range: 12 to 30 percent

Texture of the surface layer: Sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.6

inches

Content of organic matter in the upper 10 inches: 1.6

percent

Typical profile:

Oe—0 to 1 inch; moderately decomposed plant

material

A—1 to 5 inches; sand

Bw—5 to 33 inches; sand

C—33 to 80 inches; sand

Dissimilar Components

Plainbo soils

Extent: 0 to 10 percent of the unit

Forkhorn soils

Extent: 0 to 5 percent of the unit

115B2—Seaton silt loam, 2 to 6 percent

slopes, eroded

Component Description

Seaton and similar soils

Extent: 100 percent of the unit

Geomorphic component: Hills
28 Soil Survey of

Position on the landform: Summits

Slope range: 2 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: More than 60 inches

Drainage class: Well drained

Parent material: Loess

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 12.7

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Ap—0 to 8 inches; silt loam

BE—8 to 13 inches; silt loam

Bt—13 to 55 inches; silt loam

BC—55 to 80 inches; silt loam

115C2—Seaton silt loam, 6 to 12 percent

slopes, eroded

Component Description

Seaton and similar soils

Extent: 100 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: More than 60 inches

Drainage class: Well drained

Parent material: Loess

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 12.7

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Ap—0 to 8 inches; silt loam

BE—8 to 13 inches; silt loam

Bt—13 to 55 inches; silt loam

BC—55 to 80 inches; silt loam

115D2—Seaton silt loam, 12 to 20 percent

slopes, eroded

Component Description

Seaton and similar soils

Extent: 95 to 100 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

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: Well drained

Parent material: Loess

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 12.7

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Ap—0 to 8 inches; silt loam

BE—8 to 13 inches; silt loam

Bt—13 to 55 inches; silt loam

BC—55 to 80 inches; silt loam

Dissimilar Components

Soils that have bedrock at a depth of less than 40

inches

Extent: 0 to 5 percent of the unit

115E2—Seaton silt loam, 20 to 30 percent

slopes, eroded

Component Description

Seaton and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 20 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

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 12.7

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Ap—0 to 8 inches; silt loam

BE—8 to 13 inches; silt loam

Bt—13 to 55 inches; silt loam

BC—55 to 80 inches; silt loam
Dunn County, Wisconsin 29

Dissimilar Components

Soils that have bedrock at a depth of less than 40

inches

Extent: 0 to 10 percent of the unit

116C2—Churchtown silt loam, 6 to 12

percent slopes, eroded

Component Description

Churchtown and similar soils

Extent: 95 to 100 percent of the unit

Geomorphic component: Hills

Position on the landform: Footslopes

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: Well drained

Parent material: Loamy slope alluvium over loess

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 12.4

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Ap—0 to 9 inches; silt loam

Bt—9 to 26 inches; silt loam

2Bt—26 to 63 inches; silt loam

2BC—63 to 80 inches; silt loam

Dissimilar Components

Norden soils

Extent: 0 to 5 percent of the unit

116D2—Churchtown silt loam, 12 to 20

percent slopes, eroded

Component Description

Churchtown and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Hills

Position on the landform: Footslopes

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: Well drained

Parent material: Loamy slope alluvium over loess

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 12.4

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Ap—0 to 9 inches; silt loam

Bt—9 to 26 inches; silt loam

2Bt—26 to 63 inches; silt loam

2BC—63 to 80 inches; silt loam

Dissimilar Components

Norden soils

Extent: 0 to 10 percent of the unit

Beavercreek soils

Extent: 0 to 4 percent of the unit

116E2—Churchtown silt loam, 20 to 30

percent slopes, eroded

Component Description

Churchtown and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Hills

Position on the landform: Footslopes

Slope range: 20 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: Loamy slope alluvium over loess

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 12.4

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Ap—0 to 9 inches; silt loam

Bt—9 to 26 inches; silt loam

2Bt—26 to 63 inches; silt loam

2BC—63 to 80 inches; silt loam

Dissimilar Components

Churchtown very stony silt loam

Extent: 0 to 5 percent of the unit
30 Soil Survey of

Norden soils

Extent: 0 to 15 percent of the unit

Beavercreek soils

Extent: 0 to 4 percent of the unit

125B2—Pepin silt loam, 2 to 6 percent

slopes, eroded

Component Description

Pepin and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Hills

Position on the landform: Summits

Slope range: 2 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 45 to 80 inches to bedrock

(lithic)

Drainage class: Well drained

Parent material: Loess over clayey pedisediment over

loamy residuum

Flooding: None

Depth to wet zone: More than 5.5 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 11.3

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Ap—0 to 9 inches; silt loam

Bt—9 to 48 inches; silt loam

2Bt—48 to 58 inches; clay

3Bt—58 to 66 inches; very flaggy loam

3Rt—66 to 80 inches; weathered bedrock

Dissimilar Components

NewGlarus soils

Extent: 1 to 5 percent of the unit

Hersey soils

Extent: 0 to 5 percent of the unit

Seaton soils

Extent: 1 to 5 percent of the unit

125C2—Pepin silt loam, 6 to 12 percent

slopes, eroded

Component Description

Pepin and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 45 to 80 inches to bedrock

(lithic)

Drainage class: Well drained

Parent material: Loess over clayey pedisediment over

loamy residuum

Flooding: None

Depth to wet zone: More than 5.5 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 11.3

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Ap—0 to 9 inches; silt loam

Bt—9 to 48 inches; silt loam

2Bt—48 to 58 inches; clay

3Bt—58 to 66 inches; very flaggy loam

3Rt—66 to 80 inches; weathered bedrock

Dissimilar Components

NewGlarus soils

Extent: 1 to 5 percent of the unit

Seaton soils

Extent: 1 to 5 percent of the unit

Hersey soils

Extent: 0 to 5 percent of the unit

125D2—Pepin silt loam, 12 to 20 percent

slopes, eroded

Component Description

Pepin and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and

backslopes

Slope range: 12 to 20 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 45 to 80 inches to bedrock

(lithic)

Drainage class: Well drained

Parent material: Loess over clayey pedisediment over

loamy residuum

Flooding: None

Depth to wet zone: More than 5.5 feet all year

Ponding: None
Dunn County, Wisconsin 31

Available water capacity to a depth of 60 inches: 11.3

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Ap—0 to 9 inches; silt loam

Bt—9 to 48 inches; silt loam

2Bt—48 to 58 inches; clay

3Bt—58 to 66 inches; very flaggy loam

3Rt—66 to 80 inches; weathered bedrock

Dissimilar Components

NewGlarus soils

Extent: 0 to 10 percent of the unit

Seaton soils

Extent: 0 to 5 percent of the unit

125E2—Pepin silt loam, 20 to 30 percent

slopes, eroded

Component Description

Pepin and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 20 to 30 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 45 to 80 inches to bedrock

(lithic)

Drainage class: Well drained

Parent material: Loess over clayey pedisediment over

loamy residuum

Flooding: None

Depth to wet zone: More than 5.5 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 11.3

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Ap—0 to 9 inches; silt loam

Bt—9 to 48 inches; silt loam

2Bt—48 to 58 inches; clay

3Bt—58 to 66 inches; very flaggy loam

3Rt—66 to 80 inches; weathered bedrock

Dissimilar Components

NewGlarus soils

Extent: 0 to 10 percent of the unit

Seaton soils

Extent: 0 to 5 percent of the unit

Fivepoints soils

Extent: 0 to 5 percent of the unit

135C2—Wickware silt loam, 6 to 12

percent slopes, eroded

Component Description

Wickware and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Hills

Position on the landform: Backslopes and footslopes

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: Well drained

Parent material: Loess and/or silty slope alluvium

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 12.8

inches

Content of organic matter in the upper 10 inches: 1.5

percent

Typical profile:

Ap—0 to 10 inches; silt loam

B/E—10 to 17 inches; silt loam

Bt—17 to 36 inches; silt loam

C1,C2—36 to 71 inches; silt loam

C3—71 to 80 inches; stratified silt loam to sand

Dissimilar Components

Dobie soils

Extent: 0 to 5 percent of the unit

Doritty soils

Extent: 0 to 5 percent of the unit

Spencer soils

Extent: 0 to 5 percent of the unit

135D2—Wickware silt loam, 12 to 20

percent slopes, eroded

Component Description

Wickware and similar soils

Extent: 85 to 95 percent of the unit
32 Soil Survey of

Geomorphic component: Hills

Position on the landform: Backslopes and footslopes

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: Well drained

Parent material: Loess and/or silty slope alluvium

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 12.8

inches

Content of organic matter in the upper 10 inches: 1.5

percent

Typical profile:

Ap—0 to 10 inches; silt loam

B/E—10 to 17 inches; silt loam

Bt—17 to 36 inches; silt loam

C1,C2—36 to 71 inches; silt loam

C3—71 to 80 inches; stratified silt loam to sand

Dissimilar Components

Dobie soils

Extent: 0 to 5 percent of the unit

Doritty soils

Extent: 0 to 5 percent of the unit

Spencer soils

Extent: 0 to 5 percent of the unit

135E2—Wickware silt loam, 20 to 30

percent slopes, eroded

Component Description

Wickware and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Hills

Position on the landform: Footslopes and backslopes

Slope range: 20 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 and/or silty slope alluvium

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 12.8

inches

Content of organic matter in the upper 10 inches: 1.5

percent

Typical profile:

Ap—0 to 10 inches; silt loam

B/E—10 to 17 inches; silt loam

Bt—17 to 36 inches; silt loam

C1,C2—36 to 71 inches; silt loam

C3—71 to 80 inches; stratified silt loam to sand

Dissimilar Components

Dobie soils

Extent: 0 to 5 percent of the unit

Doritty soils

Extent: 0 to 5 percent of the unit

Hayriver soils

Extent: 0 to 5 percent of the unit

136B—Doritty silt loam, 1 to 6 percent

slopes

Component Description

Doritty and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Stream terraces

Position on the landform: Treads

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: Silty alluvium and/or loess over sandy

and silty alluvium

Flooding: None

Shallowest depth to wet zone: 4 feet (March, April,

May, October, November, December)

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: 11.9

inches

Content of organic matter in the upper 10 inches: 2.4

percent

Typical profile:

Ap—0 to 9 inches; silt loam

E—9 to 12 inches; silt loam

B/E—12 to 18 inches; silt loam

Bt—18 to 38 inches; silt loam

C1—38 to 45 inches; silt loam
Dunn County, Wisconsin 33

2C2—45 to 60 inches; stratified gravelly coarse

sand to silt loam

Dissimilar Components

Quarderer soils

Extent: 0 to 10 percent of the unit

Wickware soils

Extent: 0 to 5 percent of the unit

Kevilar soils

Extent: 0 to 5 percent of the unit

136C2—Doritty silt loam, 6 to 12 percent

slopes, eroded

Component Description

Doritty and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Stream terraces

Position on the landform: Risers

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: Silty alluvium and/or loess over sandy

and silty alluvium

Flooding: None

Shallowest depth to wet zone: 4 feet (March, April,

May, October, November, December)

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: 11.9

inches

Content of organic matter in the upper 10 inches: 2.4

percent

Typical profile:

Ap—0 to 9 inches; silt loam

E—9 to 12 inches; silt loam

B/E—12 to 18 inches; silt loam

Bt—18 to 38 inches; silt loam

C1—38 to 45 inches; silt loam

2C2—45 to 60 inches; stratified gravelly coarse

sand to silt loam

Dissimilar Components

Wickware soils

Extent: 0 to 5 percent of the unit

Kevilar soils

Extent: 0 to 5 percent of the unit

144B2—NewGlarus silt loam, 2 to 6

percent slopes, eroded

Component Description

NewGlarus and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Hills

Position on the landform: Summits

Slope range: 2 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 40 to 60 inches to bedrock

(lithic)

Drainage class: Well drained

Parent material: Loess over clayey pedisediment over

loamy residuum

Flooding: None

Depth to wet zone: More than 3.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 7.4

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Ap—0 to 9 inches; silt loam

BE—9 to 13 inches; silt loam

Bt—13 to 23 inches; silty clay loam

2Bt—23 to 35 inches; clay

3Bt—35 to 45 inches; very channery loam

3Rt—45 to 60 inches; weathered bedrock

Dissimilar Components

Fivepoints soils

Extent: 1 to 5 percent of the unit

Pepin soils

Extent: 1 to 5 percent of the unit

Santiago soils

Extent: 0 to 5 percent of the unit

144C2—NewGlarus silt loam, 6 to 12

percent slopes, eroded

Component Description

NewGlarus and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Hills
34 Soil Survey of

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 40 to 60 inches to bedrock

(lithic)

Drainage class: Well drained

Parent material: Loess over clayey pedisediment over

loamy residuum

Flooding: None

Depth to wet zone: More than 3.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 7.4

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Ap—0 to 9 inches; silt loam

BE—9 to 13 inches; silt loam

Bt—13 to 23 inches; silty clay loam

2Bt—23 to 35 inches; clay

3Bt—35 to 45 inches; very channery loam

3Rt—45 to 60 inches; weathered bedrock

Dissimilar Components

Fivepoints soils

Extent: 1 to 5 percent of the unit

Pepin soils

Extent: 1 to 5 percent of the unit

Santiago soils

Extent: 0 to 5 percent of the unit

144D2—NewGlarus silt loam, 12 to 20

percent slopes, eroded

Component Description

NewGlarus and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 12 to 20 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 40 to 60 inches to bedrock

(lithic)

Drainage class: Well drained

Parent material: Loess over clayey pedisediment over

loamy residuum

Flooding: None

Depth to wet zone: More than 3.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 7.4

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Ap—0 to 9 inches; silt loam

BE—9 to 13 inches; silt loam

Bt—13 to 23 inches; silty clay loam

2Bt—23 to 35 inches; clay

3Bt—35 to 45 inches; very channery loam

3Rt—45 to 60 inches; weathered bedrock

Dissimilar Components

Fivepoints soils

Extent: 1 to 5 percent of the unit

Pepin soils

Extent: 1 to 5 percent of the unit

Santiago soils

Extent: 0 to 5 percent of the unit

144E2—NewGlarus silt loam, 20 to 30

percent slopes, eroded

Component Description

NewGlarus and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 20 to 30 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 40 to 60 inches to bedrock

(lithic)

Drainage class: Well drained

Parent material: Loess over clayey pedisediment over

loamy residuum

Flooding: None

Depth to wet zone: More than 3.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 7.4

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Ap—0 to 9 inches; silt loam

BE—9 to 13 inches; silt loam

Bt—13 to 23 inches; silty clay loam

2Bt—23 to 35 inches; clay

3Bt—35 to 45 inches; very channery loam

3Rt—45 to 60 inches; weathered bedrock
Dunn County, Wisconsin 35

Dissimilar Components

Fivepoints soils

Extent: 1 to 5 percent of the unit

Pepin soils

Extent: 1 to 5 percent of the unit

Elbaville soils

Extent: 0 to 5 percent of the unit

161E—Fivepoints silt loam, 20 to 30

percent slopes

Component Description

Fivepoints and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and

backslopes

Slope range: 20 to 30 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(lithic)

Drainage class: Well drained

Parent material: Loess over clayey pedisediment over

loamy residuum

Flooding: None

Depth to wet zone: More than 2.9 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.7

inches

Content of organic matter in the upper 10 inches: 0.8

percent

Typical profile:

Oe—0 to 1 inch; moderately decomposed plant

material

A—1 to 4 inches; silt loam

Bt1—4 to 10 inches; silty clay loam

2Bt2—10 to 19 inches; clay

3Bt3—19 to 35 inches; very channery loam

3Rt—35 to 80 inches; weathered bedrock

Dissimilar Components

NewGlarus soils

Extent: 0 to 10 percent of the unit

Dorerton soils

Extent: 0 to 5 percent of the unit

Gaphill soils

Extent: 0 to 5 percent of the unit

Soils that have dolostone at a depth of less than

20 inches

Extent: 0 to 5 percent of the unit

208A—Siouxcreek silt loam, 0 to 3

percent slopes

Component Description

Siouxcreek and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Depressions on hills and

pediments

Slope range: 0 to 3 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Somewhat poorly drained

Parent material: Silty and loamy alluvium over loamy

till over sandy residuum

Flooding: None

Shallowest depth to wet zone: 1.5 feet (March, April,

May, June, October, November, December)

Deepest depth to wet zone: More than 3.2 feet

(January, February, July, August, September)

Ponding: None

Available water capacity to a depth of 60 inches: 5.9

inches

Content of organic matter in the upper 10 inches: 2.1

percent

Typical profile:

Ap—0 to 8 inches; silt loam

E,E/B—8 to 14 inches; silt loam

B/E—14 to 22 inches; silt loam

2Bt—22 to 32 inches; fine sandy loam

3BC—32 to 38 inches; fine sand

3Cr—38 to 60 inches; weathered bedrock

Dissimilar Components

Arland soils

Extent: 0 to 5 percent of the unit

Hayriver soils

Extent: 0 to 5 percent of the unit

Veedum, undrained

Extent: 0 to 5 percent of the unit
36 Soil Survey of

213B2—Hixton silt loam, 2 to 6 percent

slopes, eroded

Component Description

Hixton and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Hills

Position on the landform: Summits

Slope range: 2 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loess over sandy residuum

Flooding: None

Depth to wet zone: More than 3.1 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 6.1

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 8 inches; silt loam

Bt—8 to 20 inches; silt loam

2Bt—20 to 32 inches; loam

3C—32 to 37 inches; channery sand

3Cr—37 to 60 inches; weathered bedrock

Dissimilar Components

Elevasil soils

Extent: 0 to 5 percent of the unit

Hixton, thin solum

Extent: 0 to 5 percent of the unit

213C2—Hixton silt loam, 6 to 12 percent

slopes, eroded

Component Description

Hixton and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loess over sandy residuum

Flooding: None

Depth to wet zone: More than 3.1 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 6.1

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 8 inches; silt loam

Bt—8 to 20 inches; silt loam

2Bt—20 to 32 inches; loam

3C—32 to 37 inches; channery sand

3Cr—37 to 60 inches; weathered bedrock

Dissimilar Components

Elevasil soils

Extent: 0 to 5 percent of the unit

Hixton, thin solum

Extent: 0 to 5 percent of the unit

224B—Elevasil sandy loam, 2 to 6 percent

slopes

Component Description

Elevasil and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Hills

Position on the landform: Summits

Slope range: 2 to 6 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loamy slope alluvium over sandy

residuum

Flooding: None

Depth to wet zone: More than 3.2 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.8

inches

Content of organic matter in the upper 10 inches: 2.3

percent

Typical profile:

Ap—0 to 9 inches; sandy loam

Bt—9 to 27 inches; sandy loam

2BC—27 to 31 inches; loamy sand

2C—31 to 39 inches; sand

2Cr—39 to 60 inches; weathered bedrock

Dissimilar Components

Hixton soils

Extent: 1 to 5 percent of the unit
Dunn County, Wisconsin 37

Elkmound soils

Extent: 0 to 5 percent of the unit

Boone soils

Extent: 1 to 5 percent of the unit

Humbird, loamy subsoil

Extent: 0 to 5 percent of the unit

224C2—Elevasil sandy loam, 6 to 12

percent slopes, eroded

Component Description

Elevasil and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and

backslopes

Slope range: 6 to 12 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loamy slope alluvium over sandy

residuum

Flooding: None

Depth to wet zone: More than 3.2 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.8

inches

Content of organic matter in the upper 10 inches: 2.3

percent

Typical profile:

Ap—0 to 9 inches; sandy loam

Bt—9 to 27 inches; sandy loam

2BC—27 to 31 inches; loamy sand

2C—31 to 39 inches; sand

2Cr—39 to 60 inches; weathered bedrock

Dissimilar Components

Boone soils

Extent: 0 to 10 percent of the unit

Elkmound soils

Extent: 0 to 5 percent of the unit

Hixton soils

Extent: 0 to 5 percent of the unit

224D2—Elevasil sandy loam, 12 to 20

percent slopes, eroded

Component Description

Elevasil and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 12 to 20 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loamy slope alluvium over sandy

residuum

Flooding: None

Depth to wet zone: More than 3.2 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.8

inches

Content of organic matter in the upper 10 inches: 2.3

percent

Typical profile:

Ap—0 to 9 inches; sandy loam

Bt—9 to 27 inches; sandy loam

2BC—27 to 31 inches; loamy sand

2C—31 to 39 inches; sand

2Cr—39 to 60 inches; weathered bedrock

Dissimilar Components

Boone soils

Extent: 0 to 10 percent of the unit

Elkmound soils

Extent: 0 to 5 percent of the unit

Hixton soils

Extent: 0 to 5 percent of the unit

224E2—Elevasil sandy loam, 20 to 30

percent slopes, eroded

Component Description

Elevasil and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 20 to 30 percent
38 Soil Survey of

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loamy slope alluvium over sandy

residuum

Flooding: None

Depth to wet zone: More than 3.2 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.8

inches

Content of organic matter in the upper 10 inches: 2.3

percent

Typical profile:

Ap—0 to 9 inches; sandy loam

Bt—9 to 27 inches; sandy loam

2BC—27 to 31 inches; loamy sand

2C—31 to 39 inches; sand

2Cr—39 to 60 inches; weathered bedrock

Dissimilar Components

Boone soils

Extent: 1 to 10 percent of the unit

Elkmound soils

Extent: 0 to 5 percent of the unit

233C—Boone sand, 6 to 15 percent

slopes

Component Description

Boone and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 6 to 15 percent

Texture of the surface layer: Sand

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Excessively drained

Parent material: Sandy slope alluvium over sandy

residuum

Flooding: None

Depth to wet zone: More than 2.9 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 2.5

inches

Content of organic matter in the upper 10 inches: 0.7

percent

Typical profile:

Ap—0 to 8 inches; sand

Bw—8 to 21 inches; sand

C—21 to 35 inches; sand

Cr—35 to 60 inches; weathered bedrock

Dissimilar Components

Tarr soils

Extent: 0 to 10 percent of the unit

243B2—Hixton silt loam, thin solum, 1 to

6 percent slopes, eroded

Component Description

Hixton, thin solum, and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Hills

Position on the landform: Summits

Slope range: 1 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 18 to 25 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loess over loamy residuum

Flooding: None

Depth to wet zone: More than 1.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.1

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 8 inches; silt loam

Bt—8 to 15 inches; silt loam

2Bt—15 to 21 inches; channery loam

2Cr—21 to 60 inches; weathered bedrock

Dissimilar Components

Elkmound soils

Extent: 0 to 5 percent of the unit

Hixton soils

Extent: 0 to 5 percent of the unit

Hiles soils

Extent: 0 to 3 percent of the unit

243C2—Hixton silt loam, thin solum, 6 to

12 percent slopes, eroded

Component Description

Hixton, thin solum, and similar soils

Extent: 85 to 95 percent of the unit
Dunn County, Wisconsin 39

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 18 to 25 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loess over loamy residuum

Flooding: None

Depth to wet zone: More than 1.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.1

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 8 inches; silt loam

Bt—8 to 15 inches; silt loam

2Bt—15 to 21 inches; channery loam

2Cr—21 to 60 inches; weathered bedrock

Dissimilar Components

Elkmound soils

Extent: 1 to 5 percent of the unit

Kevilar soils

Extent: 1 to 5 percent of the unit

Hixton soils

Extent: 1 to 5 percent of the unit

244B—Elkmound loam, 1 to 6 percent

slopes

Component Description

Elkmound and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Hills

Position on the landform: Summits

Slope range: 1 to 6 percent

Texture of the surface layer: Loam

Depth to restrictive feature: 10 to 20 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loamy residuum

Flooding: None

Depth to wet zone: More than 1 foot all year

Ponding: None

Available water capacity to a depth of 60 inches: 2.2

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 8 inches; loam

Bw—8 to 12 inches; channery loam

Cr—12 to 60 inches; weathered bedrock

Dissimilar Components

Humbird, loamy subsoil

Extent: 0 to 5 percent of the unit

Elkmound cobbly sandy loam

Extent: 0 to 5 percent of the unit

Hixton, thin solum

Extent: 0 to 5 percent of the unit

Elevasil soils

Extent: 0 to 5 percent of the unit

244C2—Elkmound loam, 6 to 12 percent

slopes, eroded

Component Description

Elkmound and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Texture of the surface layer: Loam

Depth to restrictive feature: 10 to 20 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loamy residuum

Flooding: None

Depth to wet zone: More than 1 foot all year

Ponding: None

Available water capacity to a depth of 60 inches: 2.2

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 8 inches; loam

Bw—8 to 12 inches; channery loam

Cr—12 to 60 inches; weathered bedrock

Dissimilar Components

Hixton, thin solum

Extent: 0 to 5 percent of the unit

Elevasil soils

Extent: 0 to 5 percent of the unit
40 Soil Survey of

Elkmound cobbly sandy loam

Extent: 0 to 5 percent of the unit

Humbird, loamy subsoil

Extent: 0 to 5 percent of the unit

244D2—Elkmound loam, 12 to 20 percent

slopes, eroded

Component Description

Elkmound and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 12 to 20 percent

Texture of the surface layer: Loam

Depth to restrictive feature: 10 to 20 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loamy residuum

Flooding: None

Depth to wet zone: More than 1 foot all year

Ponding: None

Available water capacity to a depth of 60 inches: 2.2

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 8 inches; loam

Bw—8 to 12 inches; channery loam

Cr—12 to 60 inches; weathered bedrock

Dissimilar Components

Elevasil soils

Extent: 0 to 5 percent of the unit

Hixton, thin solum

Extent: 0 to 5 percent of the unit

254B2—Norden silt loam, 2 to 6 percent

slopes, eroded

Component Description

Norden and similar soils

Extent: 95 to 100 percent of the unit

Geomorphic component: Hills

Position on the landform: Summits

Slope range: 2 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loess over loamy residuum

Flooding: None

Depth to wet zone: More than 3.1 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 6.6

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 8 inches; silt loam

Bt—8 to 20 inches; silt loam

2Bt—20 to 37 inches; fine sandy loam

2Cr—37 to 60 inches; weathered bedrock

Dissimilar Components

Urne soils

Extent: 0 to 5 percent of the unit

Seaton soils

Extent: 0 to 5 percent of the unit

254C2—Norden silt loam, 6 to 12 percent

slopes, eroded

Component Description

Norden and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and

backslopes

Slope range: 6 to 12 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loess over loamy residuum

Flooding: None

Depth to wet zone: More than 3.1 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 6.6

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 8 inches; silt loam

Bt—8 to 20 inches; silt loam

2Bt—20 to 37 inches; fine sandy loam

2Cr—37 to 60 inches; weathered bedrock
Dunn County, Wisconsin 41

Dissimilar Components

Urne soils

Extent: 0 to 5 percent of the unit

Seaton soils

Extent: 0 to 5 percent of the unit

254D2—Norden silt loam, 12 to 20 percent

slopes, eroded

Component Description

Norden and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 12 to 20 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loess over loamy residuum

Flooding: None

Depth to wet zone: More than 3.1 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 6.6

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 8 inches; silt loam

Bt—8 to 20 inches; silt loam

2Bt—20 to 37 inches; fine sandy loam

2Cr—37 to 60 inches; weathered bedrock

Dissimilar Components

Urne soils

Extent: 0 to 10 percent of the unit

Seaton soils

Extent: 0 to 5 percent of the unit

254E2—Norden silt loam, 20 to 30 percent

slopes, eroded

Component Description

Norden and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 20 to 30 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loess over loamy residuum

Flooding: None

Depth to wet zone: More than 3.1 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 6.6

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 8 inches; silt loam

Bt—8 to 20 inches; silt loam

2Bt—20 to 37 inches; fine sandy loam

2Cr—37 to 60 inches; weathered bedrock

Dissimilar Components

Urne soils

Extent: 0 to 10 percent of the unit

Churchtown soils

Extent: 0 to 5 percent of the unit

254F—Norden silt loam, 30 to 45 percent

slopes

Component Description

Norden and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and

backslopes

Slope range: 30 to 45 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loess over loamy residuum

Flooding: None

Depth to wet zone: More than 3.1 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 6.9

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Oe—0 to 1 inch; moderately decomposed plant

material

A—1 to 3 inches; silt loam

Bt—3 to 20 inches; silt loam
42 Soil Survey of

2Bt—20 to 37 inches; fine sandy loam

2Cr—37 to 60 inches; weathered bedrock

Dissimilar Components

Urne soils

Extent: 0 to 10 percent of the unit

Norden very stony silt loam

Extent: 0 to 10 percent of the unit

Churchtown soils

Extent: 0 to 5 percent of the unit

255B2—Urne fine sandy loam, 2 to 6

percent slopes, eroded

Component Description

Urne and similar soils

Extent: 95 to 100 percent of the unit

Geomorphic component: Hills

Position on the landform: Summits

Slope range: 2 to 6 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loamy slope alluvium over loamy

residuum

Flooding: None

Depth to wet zone: More than 3 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.7

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Ap—0 to 9 inches; fine sandy loam

Bw1,Bw2—9 to 28 inches; fine sandy loam

Bw3—28 to 36 inches; fine sandy loam

Cr—36 to 60 inches; weathered bedrock

Dissimilar Components

Norden soils

Extent: 0 to 5 percent of the unit

Urne, shallow

Extent: 0 to 5 percent of the unit

255C2—Urne fine sandy loam, 6 to 12

percent slopes, eroded

Component Description

Urne and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loamy slope alluvium over loamy

residuum

Flooding: None

Depth to wet zone: More than 3 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.7

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Ap—0 to 9 inches; fine sandy loam

Bw1,Bw2—9 to 28 inches; fine sandy loam

Bw3—28 to 36 inches; fine sandy loam

Cr—36 to 60 inches; weathered bedrock

Dissimilar Components

Norden soils

Extent: 0 to 5 percent of the unit

Urne, shallow

Extent: 0 to 5 percent of the unit

255D2—Urne fine sandy loam, 12 to 20

percent slopes, eroded

Component Description

Urne and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 12 to 20 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained
Dunn County, Wisconsin 43

Parent material: Loamy slope alluvium over loamy

residuum

Flooding: None

Depth to wet zone: More than 3 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.7

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Ap—0 to 9 inches; fine sandy loam

Bw1,Bw2—9 to 28 inches; fine sandy loam

Bw3—28 to 36 inches; fine sandy loam

Cr—36 to 60 inches; weathered bedrock

Dissimilar Components

Norden soils

Extent: 0 to 5 percent of the unit

Urne, shallow

Extent: 0 to 5 percent of the unit

255E2—Urne fine sandy loam, 20 to 30

percent slopes, eroded

Component Description

Urne and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 20 to 30 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loamy slope alluvium over loamy

residuum

Flooding: None

Depth to wet zone: More than 3 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.7

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Ap—0 to 9 inches; fine sandy loam

Bw1,Bw2—9 to 28 inches; fine sandy loam

Bw3—28 to 36 inches; fine sandy loam

Cr—36 to 60 inches; weathered bedrock

Dissimilar Components

Norden soils

Extent: 0 to 10 percent of the unit

Urne, shallow

Extent: 0 to 5 percent of the unit

255F—Urne fine sandy loam, 30 to 45

percent slopes

Component Description

Urne and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and

backslopes

Slope range: 30 to 45 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loamy slope alluvium over loamy

residuum

Flooding: None

Depth to wet zone: More than 3 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.6

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

A—0 to 2 inches; fine sandy loam

Bw1,Bw2—2 to 28 inches; fine sandy loam

Bw3—28 to 36 inches; fine sandy loam

Cr—36 to 60 inches; weathered bedrock

Dissimilar Components

Norden soils

Extent: 0 to 5 percent of the unit

Rockbluff soils

Extent: 0 to 5 percent of the unit

Urne, shallow

Extent: 0 to 5 percent of the unit
44 Soil Survey of

265B—Garne loamy sand, 2 to 6 percent

slopes

Component Description

Garne and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Sand sheets on hills

Slope range: 2 to 6 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Somewhat excessively drained

Parent material: Eolian sands over loamy residuum

Flooding: None

Depth to wet zone: More than 2.8 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: 2

percent

Typical profile:

Ap,A—0 to 18 inches; loamy sand

AB—18 to 23 inches; loamy sand

Bw—23 to 27 inches; sand

2Bw—27 to 34 inches; very fine sandy loam

2Cr—34 to 60 inches; weathered bedrock

Dissimilar Components

Drammen soils

Extent: 1 to 5 percent of the unit

Finchford soils

Extent: 0 to 5 percent of the unit

Urne soils

Extent: 0 to 5 percent of the unit

265C—Garne loamy sand, 6 to 12 percent

slopes

Component Description

Garne and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Sand sheets on hills

Slope range: 6 to 12 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Somewhat excessively drained

Parent material: Eolian sands over loamy residuum

Flooding: None

Depth to wet zone: More than 2.8 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: 2

percent

Typical profile:

Ap,A—0 to 18 inches; loamy sand

AB—18 to 23 inches; loamy sand

Bw—23 to 27 inches; sand

2Bw—27 to 34 inches; very fine sandy loam

2Cr—34 to 60 inches; weathered bedrock

Dissimilar Components

Urne soils

Extent: 1 to 5 percent of the unit

Drammen soils

Extent: 1 to 5 percent of the unit

Plainfield soils

Extent: 0 to 5 percent of the unit

266B—Hiles silt loam, 1 to 6 percent

slopes

Component Description

Hiles and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Hills and pediments

Slope range: 1 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Moderately well drained

Parent material: Loess over mostly loamy residuum

Flooding: None

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

November, December)

Deepest depth to wet zone: More than 2.4 feet

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

September, October)

Ponding: None

Available water capacity to a depth of 60 inches: 5.6

inches

Content of organic matter in the upper 10 inches: 2.4

percent

Typical profile:

Ap—0 to 9 inches; silt loam

B/E—9 to 19 inches; silt loam

2Bt—19 to 29 inches; loam

2Cr—29 to 60 inches; weathered bedrock
Dunn County, Wisconsin 45

Dissimilar Components

Kert soils

Extent: 0 to 10 percent of the unit

Humbird, loamy subsoil

Extent: 0 to 5 percent of the unit

Dobie soils

Extent: 0 to 5 percent of the unit

268A—Kert silt loam, 0 to 3 percent

slopes

Component Description

Kert and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Depressions on hills and

pediments

Slope range: 0 to 3 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Somewhat poorly drained

Parent material: Loess over mostly loamy alluvium

Flooding: None

Shallowest depth to wet zone: 1.5 feet (March, April,

May, June, October, November, December)

Deepest depth to wet zone: More than 2.8 feet

(January, February, July, August, September)

Ponding: None

Available water capacity to a depth of 60 inches: 6.5

inches

Content of organic matter in the upper 10 inches: 2.8

percent

Typical profile:

Ap—0 to 9 inches; silt loam

B/E—9 to 22 inches; silt loam

2Bt—22 to 34 inches; loam

2Cr—34 to 60 inches; weathered bedrock

Dissimilar Components

Dobie soils

Extent: 0 to 5 percent of the unit

Veedum, undrained

Extent: 0 to 10 percent of the unit

Hiles soils

Extent: 0 to 5 percent of the unit

269A—Veedum muck, 0 to 2 percent

slopes

Component Description

Veedum, undrained, and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Depressions on pediments;

depressions on hills

Slope range: 0 to 2 percent

Texture of the surface layer: Muck

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Poorly drained

Parent material: Thin organic material over silty

alluvium over mostly loamy residuum

Flooding: None

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

February, March, April, May, June, October,

November, December)

Deepest depth to wet zone: 1.5 feet (August)

Shallowest ponding: 0.3 foot (January, February,

June, July, August, September, October,

December)

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

November)

Available water capacity to a depth of 60 inches: 6

inches

Content of organic matter in the upper 10 inches: 30.1

percent

Typical profile:

Oa—0 to 5 inches; muck

A—5 to 7 inches; silt loam

Eg—7 to 9 inches; silt loam

Bg—9 to 20 inches; silt loam

2Bg—20 to 26 inches; clay loam

2Cr—26 to 60 inches; weathered bedrock

Dissimilar Components

Kert soils

Extent: 0 to 10 percent of the unit

Veedum, drained

Extent: 0 to 5 percent of the unit

273B2—Dobie and Hixton silt loams, 2 to

6 percent slopes, eroded

Component Description

Dobie and similar soils

Extent: 0 to 90 percent of the unit
46 Soil Survey of

Geomorphic component: Hills

Position on the landform: Summits

Slope range: 2 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loess over loamy residuum

Flooding: None

Depth to wet zone: More than 3.1 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 7

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 8 inches; silt loam

B/E,Bt—8 to 26 inches; silt loam

2Bt—26 to 37 inches; very fine sandy loam

2Cr—37 to 60 inches; weathered bedrock

Hixton, frigid, and similar soils

Extent: 0 to 90 percent of the unit

Geomorphic component: Hills

Position on the landform: Summits

Slope range: 2 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loess over sandy residuum

Flooding: None

Depth to wet zone: More than 3.1 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 6.3

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 8 inches; silt loam

B/E—8 to 13 inches; silt loam

Bt—13 to 20 inches; silt loam

2Bt—20 to 32 inches; loam

3C—32 to 37 inches; channery sand

3Cr—37 to 60 inches; weathered bedrock

Dissimilar Components

Wickware soils

Extent: 0 to 15 percent of the unit

Hayriver soils

Extent: 0 to 5 percent of the unit

273C2—Dobie and Hixton silt loams, 6 to

12 percent slopes, eroded

Component Description

Dobie and similar soils

Extent: 0 to 90 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loess over loamy residuum

Flooding: None

Depth to wet zone: More than 3.1 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 7

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 8 inches; silt loam

B/E,Bt—8 to 26 inches; silt loam

2Bt—26 to 37 inches; very fine sandy loam

2Cr—37 to 60 inches; weathered bedrock

Hixton, frigid, and similar soils

Extent: 0 to 90 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loess over sandy residuum

Flooding: None

Depth to wet zone: More than 3.1 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 6.3

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 8 inches; silt loam

B/E—8 to 13 inches; silt loam

Bt—13 to 20 inches; silt loam

2Bt—20 to 32 inches; loam

3C—32 to 37 inches; channery sand

3Cr—37 to 60 inches; weathered bedrock
Dunn County, Wisconsin 47

Dissimilar Components

Wickware soils

Extent: 0 to 15 percent of the unit

Hayriver soils

Extent: 0 to 5 percent of the unit

273D2—Dobie and Hixton silt loams, 12 to

20 percent slopes, eroded

Component Description

Dobie and similar soils

Extent: 0 to 90 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 12 to 20 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loess over loamy residuum

Flooding: None

Depth to wet zone: More than 3.1 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 7

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 8 inches; silt loam

B/E,Bt—8 to 26 inches; silt loam

2Bt—26 to 37 inches; very fine sandy loam

2Cr—37 to 60 inches; weathered bedrock

Hixton, frigid, and similar soils

Extent: 0 to 90 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 12 to 20 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loess over sandy residuum

Flooding: None

Depth to wet zone: More than 3.1 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 6.3

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 8 inches; silt loam

B/E—8 to 13 inches; silt loam

Bt—13 to 20 inches; silt loam

2Bt—20 to 32 inches; loam

3C—32 to 37 inches; channery sand

3Cr—37 to 60 inches; weathered bedrock

Dissimilar Components

Wickware soils

Extent: 0 to 15 percent of the unit

Hayriver soils

Extent: 0 to 5 percent of the unit

273E2—Dobie and Hixton silt loams, 20 to

30 percent slopes, eroded

Component Description

Dobie and similar soils

Extent: 0 to 90 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 20 to 30 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loess over loamy residuum

Flooding: None

Depth to wet zone: More than 3.1 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 7

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 8 inches; silt loam

B/E,Bt—8 to 26 inches; silt loam

2Bt—26 to 37 inches; very fine sandy loam

2Cr—37 to 60 inches; weathered bedrock

Hixton, frigid, and similar soils

Extent: 0 to 90 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 20 to 30 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained
48 Soil Survey of

Parent material: Loess over sandy residuum

Flooding: None

Depth to wet zone: More than 3.1 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 6.3

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 8 inches; silt loam

B/E—8 to 13 inches; silt loam

Bt—13 to 20 inches; silt loam

2Bt—20 to 32 inches; loam

3C—32 to 37 inches; channery sand

3Cr—37 to 60 inches; weathered bedrock

Dissimilar Components

Wickware soils

Extent: 0 to 15 percent of the unit

Hayriver soils

Extent: 0 to 5 percent of the unit

275B2—Hayriver and Elevasil fine sandy

loams, 2 to 6 percent slopes, eroded

Component Description

Hayriver and similar soils

Extent: 0 to 90 percent of the unit

Geomorphic component: Hills

Position on the landform: Summits

Slope range: 2 to 6 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loamy slope alluvium over loamy

residuum

Flooding: None

Depth to wet zone: More than 2.5 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.5

inches

Content of organic matter in the upper 10 inches: 1.3

percent

Typical profile:

Ap—0 to 8 inches; fine sandy loam

E—8 to 13 inches; fine sandy loam

Bt—13 to 30 inches; fine sandy loam

Cr—30 to 60 inches; weathered bedrock

Elevasil, frigid, and similar soils

Extent: 0 to 90 percent of the unit

Geomorphic component: Hills

Position on the landform: Summits

Slope range: 2 to 6 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loamy slope alluvium over sandy

residuum

Flooding: None

Depth to wet zone: More than 3.2 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Ap—0 to 9 inches; fine sandy loam

Bt—9 to 27 inches; fine sandy loam

2BC—27 to 31 inches; loamy sand

2C—31 to 39 inches; sand

2Cr—39 to 60 inches; weathered bedrock

Dissimilar Components

Dobie soils

Extent: 0 to 5 percent of the unit

Elkmound soils

Extent: 0 to 5 percent of the unit

Arland soils

Extent: 0 to 5 percent of the unit

Kevilar soils

Extent: 0 to 5 percent of the unit

Twinmound soils

Extent: 0 to 5 percent of the unit

275C2—Hayriver and Elevasil fine sandy

loams, 6 to 12 percent slopes, eroded

Component Description

Hayriver and similar soils

Extent: 0 to 90 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes
Dunn County, Wisconsin 49

Slope range: 6 to 12 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loamy slope alluvium over loamy

residuum

Flooding: None

Depth to wet zone: More than 2.5 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.5

inches

Content of organic matter in the upper 10 inches: 1.3

percent

Typical profile:

Ap—0 to 8 inches; fine sandy loam

E—8 to 13 inches; fine sandy loam

Bt—13 to 30 inches; fine sandy loam

Cr—30 to 60 inches; weathered bedrock

Elevasil, frigid, and similar soils

Extent: 0 to 90 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loamy slope alluvium over sandy

residuum

Flooding: None

Depth to wet zone: More than 3.2 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Ap—0 to 9 inches; fine sandy loam

Bt—9 to 27 inches; fine sandy loam

2BC—27 to 31 inches; loamy sand

2C—31 to 39 inches; sand

2Cr—39 to 60 inches; weathered bedrock

Dissimilar Components

Dobie soils

Extent: 0 to 5 percent of the unit

Elkmound soils

Extent: 0 to 5 percent of the unit

Arland soils

Extent: 0 to 5 percent of the unit

Kevilar soils

Extent: 0 to 5 percent of the unit

Twinmound soils

Extent: 0 to 5 percent of the unit

275D2—Hayriver and Elevasil fine sandy

loams, 12 to 20 percent slopes, eroded

Component Description

Hayriver and similar soils

Extent: 0 to 90 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 12 to 20 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loamy slope alluvium over loamy

residuum

Flooding: None

Depth to wet zone: More than 2.5 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.5

inches

Content of organic matter in the upper 10 inches: 1.3

percent

Typical profile:

Ap—0 to 8 inches; fine sandy loam

E—8 to 13 inches; fine sandy loam

Bt—13 to 30 inches; fine sandy loam

Cr—30 to 60 inches; weathered bedrock

Elevasil, frigid, and similar soils

Extent: 0 to 90 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 12 to 20 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loamy slope alluvium over sandy

residuum

Flooding: None

Depth to wet zone: More than 3.2 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5

inches

Content of organic matter in the upper 10 inches: 1.4

percent
50 Soil Survey of

Typical profile:

Ap—0 to 9 inches; fine sandy loam

Bt—9 to 27 inches; fine sandy loam

2BC—27 to 31 inches; loamy sand

2C—31 to 39 inches; sand

2Cr—39 to 60 inches; weathered bedrock

Dissimilar Components

Dobie soils

Extent: 0 to 10 percent of the unit

Twinmound soils

Extent: 0 to 10 percent of the unit

276B—Humbird fine sandy loam, loamy

subsoil, 1 to 6 percent slopes

Component Description

Humbird, loamy subsoil, and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Pediments and hills

Slope range: 1 to 6 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Moderately well drained

Parent material: Loamy alluvium over mostly loamy

residuum

Flooding: None

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

November, December)

Deepest depth to wet zone: More than 2.3 feet

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

September, October)

Ponding: None

Available water capacity to a depth of 60 inches: 4

inches

Content of organic matter in the upper 10 inches: 1.9

percent

Typical profile:

Ap—0 to 9 inches; fine sandy loam

Bt—9 to 15 inches; sandy loam

2Bt—15 to 27 inches; channery loam

2Cr—27 to 60 inches; weathered bedrock

Dissimilar Components

Merrillan, loamy subsoil

Extent: 0 to 5 percent of the unit

Hayriver soils

Extent: 0 to 5 percent of the unit

Kevilar soils

Extent: 0 to 5 percent of the unit

278A—Merrillan fine sandy loam, loamy

subsoil, 0 to 3 percent slopes

Component Description

Merrillan, loamy subsoil, and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Pediments; depressions on

hills

Slope range: 0 to 3 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Somewhat poorly drained

Parent material: Loamy alluvium over mostly clayey

residuum

Flooding: None

Shallowest depth to wet zone: 1.5 feet (March, April,

May, June, October, November, December)

Deepest depth to wet zone: More than 2.8 feet

(January, February, July, August, September)

Ponding: None

Available water capacity to a depth of 60 inches: 5

inches

Content of organic matter in the upper 10 inches: 2.4

percent

Typical profile:

Ap—0 to 9 inches; fine sandy loam

Bt—9 to 29 inches; fine sandy loam

2Bt—29 to 34 inches; channery loam

2Cr—34 to 60 inches; weathered bedrock

Dissimilar Components

Veedum, undrained

Extent: 0 to 10 percent of the unit

Humbird, loamy subsoil

Extent: 0 to 10 percent of the unit

282C—Twinmound fine sand, 6 to 15

percent slopes

Component Description

Twinmound and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes
Dunn County, Wisconsin 51

Slope range: 6 to 15 percent

Texture of the surface layer: Fine sand

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Excessively drained

Parent material: Sandy slope alluvium over sandy

residuum

Flooding: None

Depth to wet zone: More than 2.2 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 1.6

inches

Content of organic matter in the upper 10 inches: 0.9

percent

Typical profile:

Ap—0 to 8 inches; fine sand

Bw—8 to 17 inches; fine sand

BC—17 to 26 inches; channery fine sand

Cr—26 to 60 inches; weathered bedrock

Dissimilar Components

Hayriver soils

Extent: 0 to 10 percent of the unit

Drammen soils

Extent: 0 to 10 percent of the unit

282F—Twinmound fine sand, 15 to 50

percent slopes

Component Description

Twinmound and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 15 to 50 percent

Texture of the surface layer: Fine sand

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Excessively drained

Parent material: Sandy slope alluvium over sandy

residuum

Flooding: None

Depth to wet zone: More than 2.2 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 2.1

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Oi—0 to 1 inch; slightly decomposed plant

material

A—1 to 3 inches; fine sand

Bw—3 to 17 inches; fine sand

BC—17 to 26 inches; channery fine sand

Cr—26 to 60 inches; weathered bedrock

Dissimilar Components

Hayriver soils

Extent: 1 to 10 percent of the unit

313D2—Plumcreek silt loam, 12 to 20

percent slopes, eroded

Component Description

Plumcreek and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Stream terraces

Position on the landform: Risers

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: Well drained

Parent material: Silty and loamy slope alluvium over

stratified silty to sandy slackwater deposits

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 9.8

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Ap—0 to 9 inches; silt loam

Bt—9 to 28 inches; silt loam

2Bt—28 to 36 inches; stratified silty clay loam to

sand

2C—36 to 60 inches; stratified silty clay loam to

sand

Dissimilar Components

Ella soils

Extent: 1 to 10 percent of the unit

Meridian soils

Extent: 1 to 5 percent of the unit
52 Soil Survey of

313F—Plumcreek silt loam, 20 to 45

percent slopes

Component Description

Plumcreek and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Stream terraces

Position on the landform: Risers

Slope range: 20 to 45 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Silty and loamy slope alluvium over

stratified silty to sandy slackwater deposits

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 9.5

inches

Content of organic matter in the upper 10 inches: 2.2

percent

Typical profile:

A—0 to 4 inches; silt loam

E—4 to 7 inches; silt loam

Bt—7 to 28 inches; silt loam

2Bt—28 to 36 inches; stratified silty clay loam to

sand

2C—36 to 60 inches; stratified silty clay loam to

sand

Dissimilar Components

Ella soils

Extent: 1 to 10 percent of the unit

Seep areas

Extent: 0 to 10 percent of the unit

316B2—Ella silt loam, 1 to 6 percent

slopes, eroded

Component Description

Ella and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Stream terraces

Position on the landform: Treads

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: Silty alluvium over silty to sandy

slackwater deposits

Flooding: None

Shallowest depth to wet zone: 4 feet (March, April,

May, October, November, December)

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: 11.9

inches

Content of organic matter in the upper 10 inches: 2.1

percent

Typical profile:

Ap—0 to 8 inches; silt loam

Bt—8 to 55 inches; silt loam

2Bt—55 to 72 inches; stratified silty clay loam to

sandy loam

2C—72 to 80 inches; stratified silty clay loam to

sandy loam

Dissimilar Components

Well drained soils

Extent: 1 to 5 percent of the unit

Bearpen soils

Extent: 0 to 5 percent of the unit

Arenzville soils

Extent: 0 to 5 percent of the unit

316C2—Ella silt loam, 6 to 12 percent

slopes, eroded

Component Description

Ella and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Stream terraces

Position on the landform: Risers

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: Silty alluvium over silty to sandy

slackwater deposits

Flooding: None

Shallowest depth to wet zone: 4 feet (March, April,

May, October, November, December)

Deepest depth to wet zone: More than 6.7 feet

(January, February, June, July, August,

September)
Dunn County, Wisconsin 53

Ponding: None

Available water capacity to a depth of 60 inches: 11.9

inches

Content of organic matter in the upper 10 inches: 2.1

percent

Typical profile:

Ap—0 to 8 inches; silt loam

Bt—8 to 55 inches; silt loam

2Bt—55 to 72 inches; stratified silty clay loam to

sandy loam

2C—72 to 80 inches; stratified silty clay loam to

sandy loam

Dissimilar Components

Well drained soils

Extent: 1 to 5 percent of the unit

Arenzville soils

Extent: 0 to 5 percent of the unit

318A—Bearpen silt loam, 0 to 3 percent

slopes

Component Description

Bearpen and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Stream terraces

Position on the landform: Treads

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 alluvium over silty to sandy

slackwater deposits

Months in which flooding does not occur: January,

February, November, December

Highest frequency of flooding: Rare (March, April, May,

June, July, August, September, October)

Shallowest depth to wet zone: 1.5 feet (March, April,

May, June, October, November, December)

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: 11.4

inches

Content of organic matter in the upper 10 inches: 2.5

percent

Typical profile:

Ap—0 to 18 inches; silt loam

Bt—18 to 41 inches; silt loam

2Bt—41 to 50 inches; stratified silty clay loam to

sandy loam

2C—50 to 60 inches; stratified silty clay loam to

sandy loam

Dissimilar Components

Ettrick, undrained

Extent: 0 to 5 percent of the unit

Ella soils

Extent: 0 to 5 percent of the unit

Orion soils

Extent: 0 to 5 percent of the unit

349A—Rib silt loam, valley train, 0 to 2

percent slopes

Component Description

Rib, valley train, undrained, and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Depressions on valley trains

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 and loamy alluvium over sandy

and gravelly outwash

Flooding: None

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

February, March, April, May, June, October,

November, December)

Deepest depth to wet zone: 1.5 feet (August)

Shallowest ponding: 0.3 foot (January, February,

June, July, August, September, October,

December)

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

November)

Available water capacity to a depth of 60 inches: 8.3

inches

Content of organic matter in the upper 10 inches: 5.8

percent

Typical profile:

A—0 to 8 inches; silt loam

Btg—8 to 32 inches; silt loam

2Btg—32 to 36 inches; gravelly loam

3C—36 to 60 inches; stratified sand to extremely

gravelly coarse sand
54 Soil Survey of

Dissimilar Components

Poskin soils

Extent: 0 to 10 percent of the unit

Rib, drained

Extent: 0 to 5 percent of the unit

Cathro soils

Extent: 0 to 5 percent of the unit

378A—Poskin silt loam, valley train, 0 to 3

percent slopes

Component Description

Poskin, valley train, and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Treads

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 and loamy alluvium over sandy

and gravelly outwash

Flooding: None

Shallowest depth to wet zone: 1.5 feet (April, May, June)

Deepest depth to wet zone: 3 feet (July, August)

Ponding: None

Available water capacity to a depth of 60 inches: 9.2

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

Bt—19 to 36 inches; silt loam

2Bt—36 to 39 inches; sandy loam

3C—39 to 60 inches; stratified sand to extremely

gravelly coarse sand

Dissimilar Components

Rib soils

Extent: 1 to 5 percent of the unit

Menomin soils

Extent: 0 to 5 percent of the unit

403A—Dakota silt loam, 0 to 3 percent

slopes

Component Description

Dakota and similar soils

Extent: 95 to 100 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Treads

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: Well drained

Parent material: Silty alluvium over 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

inches

Content of organic matter in the upper 10 inches: 3.5

percent

Typical profile:

Ap—0 to 10 inches; silt loam

AB—10 to 13 inches; silt loam

Bt—13 to 35 inches; silt loam

2Bt—35 to 38 inches; loamy sand

2C—38 to 60 inches; stratified gravelly coarse

sand to sand

Dissimilar Components

Rasset soils

Extent: 0 to 10 percent of the unit

Dakota, loamy substratum

Extent: 0 to 5 percent of the unit

413A—Rasset sandy loam, 0 to 3 percent

slopes

Component Description

Rasset and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Treads

Slope range: 0 to 3 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)
Dunn County, Wisconsin 55

Drainage class: Well drained

Parent material: Loamy alluvium over 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: 6.9

inches

Content of organic matter in the upper 10 inches: 3

percent

Typical profile:

Ap—0 to 10 inches; sandy loam

A,AB—10 to 18 inches; sandy loam

Bt—18 to 30 inches; sandy loam

2Bt,2BC—30 to 50 inches; loamy sand

2C—50 to 60 inches; stratified gravelly coarse

sand to sand

Dissimilar Components

Dakota soils

Extent: 0 to 5 percent of the unit

Burkhardt soils

Extent: 0 to 5 percent of the unit

Finchford soils

Extent: 0 to 5 percent of the unit

Rasset, loamy substratum

Extent: 0 to 5 percent of the unit

413B—Rasset sandy loam, 2 to 6 percent

slopes

Component Description

Rasset and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Treads

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: Well drained

Parent material: Loamy alluvium over 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: 6.9

inches

Content of organic matter in the upper 10 inches: 3

percent

Typical profile:

Ap—0 to 10 inches; sandy loam

A,AB—10 to 18 inches; sandy loam

Bt—18 to 30 inches; sandy loam

2Bt,2BC—30 to 50 inches; loamy sand

2C—50 to 60 inches; stratified gravelly coarse

sand to sand

Dissimilar Components

Finchford soils

Extent: 1 to 5 percent of the unit

Burkhardt soils

Extent: 0 to 5 percent of the unit

Rasset, loamy substratum

Extent: 0 to 5 percent of the unit

416A—Menomin silt loam, 0 to 3 percent

slopes

Component Description

Menomin and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Treads

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: Silty alluvium over sandy and gravelly

outwash

Flooding: None

Shallowest depth to wet zone: 4 feet (April, May,

November)

Deepest depth to wet zone: 5.5 feet (August)

Ponding: None

Available water capacity to a depth of 60 inches: 7.6

inches

Content of organic matter in the upper 10 inches: 2.3

percent

Typical profile:

Ap—0 to 9 inches; silt loam

Bt—9 to 32 inches; loam

2BC—32 to 55 inches; loamy coarse sand

2C—55 to 72 inches; stratified gravelly coarse

sand to sand
56 Soil Survey of

Dissimilar Components

Meridian soils

Extent: 0 to 5 percent of the unit

Shiffer soils

Extent: 0 to 5 percent of the unit

Rusktown soils

Extent: 1 to 5 percent of the unit

423A—Meridian silt loam, 0 to 3 percent

slopes

Component Description

Meridian and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Treads

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: Well drained

Parent material: Silty alluvium over 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

inches

Content of organic matter in the upper 10 inches: 2.3

percent

Typical profile:

Ap—0 to 9 inches; silt loam

Bt1–Bt3—9 to 28 inches; silt loam

Bt4—28 to 32 inches; sandy loam

2BC—32 to 41 inches; loamy coarse sand

2C—41 to 72 inches; stratified gravelly coarse

sand to sand

Dissimilar Components

Forkhorn soils

Extent: 1 to 5 percent of the unit

Kevilar soils

Extent: 0 to 5 percent of the unit

Soils that have sandstone at a depth of less than

60 inches

Extent: 0 to 5 percent of the unit

423B2—Meridian silt loam, 2 to 6 percent

slopes, eroded

Component Description

Meridian and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Treads

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: Well drained

Parent material: Silty alluvium over 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

inches

Content of organic matter in the upper 10 inches: 2.3

percent

Typical profile:

Ap—0 to 9 inches; silt loam

Bt1–Bt3—9 to 28 inches; silt loam

Bt4—28 to 32 inches; sandy loam

2BC—32 to 41 inches; loamy coarse sand

2C—41 to 72 inches; stratified gravelly coarse

sand to sand

Dissimilar Components

Forkhorn soils

Extent: 1 to 5 percent of the unit

Kevilar soils

Extent: 0 to 5 percent of the unit

Soils that have sandstone at a depth of less than

60 inches

Extent: 0 to 5 percent of the unit

423C2—Meridian silt loam, 6 to 12 percent

slopes, eroded

Component Description

Meridian and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Treads

Slope range: 6 to 12 percent
Dunn County, Wisconsin 57

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Silty alluvium over 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

inches

Content of organic matter in the upper 10 inches: 2.3

percent

Typical profile:

Ap—0 to 9 inches; silt loam

Bt1–Bt3—9 to 28 inches; silt loam

Bt4—28 to 32 inches; sandy loam

2BC—32 to 41 inches; loamy coarse sand

2C—41 to 72 inches; stratified gravelly coarse

sand to sand

Dissimilar Components

Forkhorn soils

Extent: 1 to 5 percent of the unit

Kevilar soils

Extent: 0 to 5 percent of the unit

Soils that have sandstone at a depth of less than

60 inches

Extent: 0 to 5 percent of the unit

428A—Shiffer loam, 0 to 3 percent slopes

Component Description

Shiffer and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Treads

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: Loamy alluvium over sandy outwash

Months in which flooding does not occur: January,

February, July, August, September, October,

November, December

Highest frequency of flooding: Rare (March, April, May,

June)

Shallowest depth to wet zone: 1.5 feet (April, May, June)

Deepest depth to wet zone: 3 feet (July, August)

Ponding: None

Available water capacity to a depth of 60 inches: 6.7

inches

Content of organic matter in the upper 10 inches: 2.4

percent

Typical profile:

Ap—0 to 7 inches; loam

Bt—7 to 24 inches; loam

2Bt,2BC—24 to 32 inches; sandy loam

2C—32 to 60 inches; sand

Dissimilar Components

Shiffer, loamy substratum

Extent: 0 to 10 percent of the unit

Lows soils

Extent: 0 to 5 percent of the unit

Hoopeston soils

Extent: 0 to 5 percent of the unit

Kevilar soils

Extent: 0 to 5 percent of the unit

Soils that have sandstone at a depth of less than

60 inches

Extent: 0 to 5 percent of the unit

429A—Lows loam, 0 to 2 percent slopes

Component Description

Lows, undrained, and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Drainageways on valley

trains

Slope range: 0 to 2 percent

Texture of the surface layer: Loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Poorly drained

Parent material: Loamy alluvium over sandy alluvium

Months in which flooding does not occur: January,

February, November, December

Highest frequency of flooding: Rare (March, April, May,

June, July, August, September, October)

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

February, March, April, May, June, October,

November, December)

Deepest depth to wet zone: 1.5 feet (August)

Shallowest ponding: 0.3 foot (January, February, June,

July, August, September, October, November,

December)
58 Soil Survey of

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

Available water capacity to a depth of 60 inches: 7.1

inches

Content of organic matter in the upper 10 inches: 4.4

percent

Typical profile:

A—0 to 6 inches; loam

Eg—6 to 13 inches; loam

Bg—13 to 28 inches; loam

2Cg—28 to 60 inches; sand

Dissimilar Components

Lows, loamy substratum

Extent: 1 to 15 percent of the unit

Hoopeston soils

Extent: 1 to 5 percent of the unit

Markey, undrained

Extent: 0 to 5 percent of the unit

Lows, drained

Extent: 0 to 5 percent of the unit

Veedum, undrained

Extent: 0 to 5 percent of the unit

432A—Kevilar sandy loam, 0 to 3 percent

slopes

Component Description

Kevilar and similar soils

Extent: 85 to 90 percent of the unit

Geomorphic component: Valley trains

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 over sandy alluvium

over stratified loamy to sandy alluvium

Flooding: None

Shallowest depth to wet zone: 4 feet (April, May,

October, November)

Deepest depth to wet zone: More than 6.7 feet

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

September, December)

Ponding: None

Available water capacity to a depth of 60 inches: 7.7

inches

Content of organic matter in the upper 10 inches: 2.4

percent

Typical profile:

Ap—0 to 9 inches; sandy loam

Bt—9 to 29 inches; loam

2BC—29 to 50 inches; sand

3Bt—50 to 80 inches; stratified silt loam to sand

Dissimilar Components

Bilson soils

Extent: 1 to 5 percent of the unit

Kevilar, sandstone substratum

Extent: 1 to 5 percent of the unit

Hoopeston soils

Extent: 0 to 5 percent of the unit

Prissel soils

Extent: 0 to 5 percent of the unit

Drammen soils

Extent: 0 to 5 percent of the unit

432B—Kevilar sandy loam, 2 to 6 percent

slopes

Component Description

Kevilar and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Valley trains

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: Loamy alluvium over sandy alluvium

over stratified loamy to sandy alluvium

Flooding: None

Shallowest depth to wet zone: 4 feet (April, May,

October, November)

Deepest depth to wet zone: More than 6.7 feet

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

September, December)

Ponding: None

Available water capacity to a depth of 60 inches: 7.7

inches

Content of organic matter in the upper 10 inches: 2.4

percent

Typical profile:

Ap—0 to 9 inches; sandy loam
Dunn County, Wisconsin 59

Bt—9 to 29 inches; loam

2BC—29 to 50 inches; sand

3Bt—50 to 80 inches; stratified silt loam to sand

Dissimilar Components

Bilson soils

Extent: 1 to 10 percent of the unit

Kevilar, sandstone substratum

Extent: 1 to 5 percent of the unit

Prissel soils

Extent: 0 to 5 percent of the unit

Hoopeston soils

Extent: 0 to 5 percent of the unit

Drammen soils

Extent: 0 to 5 percent of the unit

432C2—Kevilar sandy loam, 6 to 12

percent slopes, eroded

Component Description

Kevilar and similar soils

Extent: 80 to 90 percent of the unit

Geomorphic component: Valley trains

Slope range: 6 to 12 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 alluvium

over stratified loamy to sandy alluvium

Flooding: None

Shallowest depth to wet zone: 4 feet (April, May,

October, November)

Deepest depth to wet zone: More than 6.7 feet

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

September, December)

Ponding: None

Available water capacity to a depth of 60 inches: 7.7

inches

Content of organic matter in the upper 10 inches: 2.4

percent

Typical profile:

Ap—0 to 9 inches; sandy loam

Bt—9 to 29 inches; loam

2BC—29 to 50 inches; sand

3Bt—50 to 80 inches; stratified silt loam to

sand

Dissimilar Components

Bilson soils

Extent: 1 to 10 percent of the unit

Kevilar, sandstone substratum

Extent: 1 to 5 percent of the unit

Drammen soils

Extent: 0 to 5 percent of the unit

Prissel soils

Extent: 0 to 5 percent of the unit

432D2—Kevilar sandy loam, 12 to 20

percent slopes, eroded

Component Description

Kevilar and similar soils

Extent: 80 to 90 percent of the unit

Geomorphic component: Valley trains

Slope range: 12 to 20 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 alluvium

over stratified loamy to sandy alluvium

Flooding: None

Shallowest depth to wet zone: 4 feet (April, May,

October, November)

Deepest depth to wet zone: More than 6.7 feet

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

September, December)

Ponding: None

Available water capacity to a depth of 60 inches: 7.7

inches

Content of organic matter in the upper 10 inches: 2.4

percent

Typical profile:

Ap—0 to 9 inches; sandy loam

Bt—9 to 29 inches; loam

2BC—29 to 50 inches; sand

3Bt—50 to 80 inches; stratified silt loam to sand

Dissimilar Components

Bilson soils

Extent: 1 to 10 percent of the unit

Kevilar, sandstone substratum

Extent: 1 to 5 percent of the unit
60 Soil Survey of

Drammen soils

Extent: 0 to 5 percent of the unit

433A—Forkhorn sandy loam, 0 to 3

percent slopes

Component Description

Forkhorn and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Treads

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: Well drained

Parent material: Loamy alluvium over 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: 5.3

inches

Content of organic matter in the upper 10 inches: 2.4

percent

Typical profile:

Ap—0 to 9 inches; sandy loam

Bt—9 to 25 inches; sandy loam

2Bt—25 to 32 inches; gravelly loamy sand

2BC,2C—32 to 72 inches; stratified gravelly

coarse sand to sand

Dissimilar Components

Rusktown soils

Extent: 0 to 5 percent of the unit

Forkhorn, sandstone substratum

Extent: 0 to 5 percent of the unit

Plainfield soils

Extent: 0 to 5 percent of the unit

433B—Forkhorn sandy loam, 2 to 6

percent slopes

Component Description

Forkhorn and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Treads

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: Well drained

Parent material: Loamy alluvium over 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: 5.3

inches

Content of organic matter in the upper 10 inches: 2.4

percent

Typical profile:

Ap—0 to 9 inches; sandy loam

Bt—9 to 25 inches; sandy loam

2Bt—25 to 32 inches; gravelly loamy sand

2BC,2C—32 to 72 inches; stratified gravelly

coarse sand to sand

Dissimilar Components

Rusktown soils

Extent: 0 to 5 percent of the unit

Plainfield soils

Extent: 0 to 10 percent of the unit

Forkhorn, sandstone substratum

Extent: 0 to 5 percent of the unit

433C2—Forkhorn sandy loam, 6 to 12

percent slopes, eroded

Component Description

Forkhorn and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Risers

Slope range: 6 to 12 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 over 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: 5.3

inches
Dunn County, Wisconsin 61

Content of organic matter in the upper 10 inches: 2.4

percent

Typical profile:

Ap—0 to 9 inches; sandy loam

Bt—9 to 25 inches; sandy loam

2Bt—25 to 32 inches; gravelly loamy sand

2BC,2C—32 to 72 inches; stratified gravelly

coarse sand to sand

Dissimilar Components

Plainfield soils

Extent: 0 to 10 percent of the unit

Forkhorn, sandstone substratum

Extent: 0 to 5 percent of the unit

Forkhorn, loamy substratum

Extent: 0 to 5 percent of the unit

433D2—Forkhorn sandy loam, 12 to 20

percent slopes, eroded

Component Description

Forkhorn and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Risers

Slope range: 12 to 20 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 over 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: 5.3

inches

Content of organic matter in the upper 10 inches: 2.4

percent

Typical profile:

Ap—0 to 9 inches; sandy loam

Bt—9 to 25 inches; sandy loam

2Bt—25 to 32 inches; gravelly loamy sand

2BC,2C—32 to 72 inches; stratified gravelly

coarse sand to sand

Dissimilar Components

Plainfield soils

Extent: 0 to 10 percent of the unit

Forkhorn, sandstone substratum

Extent: 0 to 5 percent of the unit

Forkhorn, loamy substratum

Extent: 0 to 5 percent of the unit

434B—Bilson sandy loam, 1 to 6 percent

slopes

Component Description

Bilson and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Stream terraces

Position on the landform: Treads

Slope range: 1 to 6 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 over sandy and

loamy alluvium

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

inches

Content of organic matter in the upper 10 inches: 2.1

percent

Typical profile:

Ap—0 to 8 inches; sandy loam

Bt—8 to 32 inches; sandy loam

2C1—32 to 38 inches; stratified sand to loamy

sand

2C2—38 to 60 inches; stratified sand to sandy

loam

Dissimilar Components

Kevilar soils

Extent: 0 to 10 percent of the unit

Elevasil soils

Extent: 0 to 5 percent of the unit

436A—Rusktown sandy loam, 0 to 3

percent slopes

Component Description

Rusktown and similar soils

Extent: 85 to 95 percent of the unit
62 Soil Survey of

Geomorphic component: Valley trains

Position on the landform: Treads

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 over sandy outwash

Flooding: None

Shallowest depth to wet zone: 4 feet (April, May,

November)

Deepest depth to wet zone: 5.5 feet (August)

Ponding: None

Available water capacity to a depth of 60 inches: 5.8

inches

Content of organic matter in the upper 10 inches: 2.4

percent

Typical profile:

Ap—0 to 9 inches; sandy loam

Bt—9 to 25 inches; loam

2Bt—25 to 38 inches; loamy sand

2BC,2C—38 to 72 inches; stratified gravelly

coarse sand to sand

Dissimilar Components

Forkhorn soils

Extent: 1 to 5 percent of the unit

Hoopeston soils

Extent: 1 to 5 percent of the unit

Kevilar soils

Extent: 0 to 5 percent of the unit

Rusktown, sandstone substratum

Extent: 0 to 5 percent of the unit

Aldo soils

Extent: 0 to 5 percent of the unit

438A—Hoopeston sandy loam, 0 to 3

percent slopes

Component Description

Hoopeston and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Treads

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

outwash

Flooding: None

Shallowest depth to wet zone: 1.5 feet (April, May,

November)

Deepest depth to wet zone: 3 feet (July, August)

Ponding: None

Available water capacity to a depth of 60 inches: 6.4

inches

Content of organic matter in the upper 10 inches: 2.5

percent

Typical profile:

Ap,A—0 to 13 inches; sandy loam

Bw1—13 to 22 inches; fine sandy loam

Bw2,Bw3—22 to 37 inches; loamy sand

2C—37 to 72 inches; sand

Dissimilar Components

Lows soils

Extent: 1 to 5 percent of the unit

Rusktown soils

Extent: 1 to 5 percent of the unit

Hoopeston, loamy substratum

Extent: 0 to 5 percent of the unit

Hoopeston, sandstone substratum

Extent: 0 to 5 percent of the unit

Farrington soils

Extent: 0 to 5 percent of the unit

453A—Burkhardt sandy loam, 0 to 3

percent slopes

Component Description

Burkhardt and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Treads

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 excessively drained

Parent material: Loamy alluvium over sandy and

gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None
Dunn County, Wisconsin 63

Available water capacity to a depth of 60 inches: 4.7

inches

Content of organic matter in the upper 10 inches: 2.5

percent

Typical profile:

Ap—0 to 10 inches; sandy loam

Bt—10 to 17 inches; sandy loam

2BC—17 to 19 inches; loamy sand

2C—19 to 60 inches; stratified sand to very

gravelly coarse sand

Dissimilar Components

Finchford soils

Extent: 1 to 5 percent of the unit

Rasset soils

Extent: 1 to 5 percent of the unit

453B—Burkhardt sandy loam, 2 to 6

percent slopes

Component Description

Burkhardt and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Treads

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: Somewhat excessively drained

Parent material: Loamy alluvium over sandy and

gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.7

inches

Content of organic matter in the upper 10 inches: 2.5

percent

Typical profile:

Ap—0 to 10 inches; sandy loam

Bt—10 to 17 inches; sandy loam

2BC—17 to 19 inches; loamy sand

2C—19 to 60 inches; stratified sand to very

gravelly coarse sand

Dissimilar Components

Finchford soils

Extent: 1 to 5 percent of the unit

Rasset soils

Extent: 1 to 5 percent of the unit

454B—Chetek sandy loam, kame terrace,

2 to 6 percent slopes

Component Description

Chetek, kame terrace, and similar soils

Extent: 85 to 90 percent of the unit

Geomorphic component: Kame terraces on hills

Position on the landform: Summits

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: Somewhat excessively drained

Parent material: Loamy alluvium over 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: 4.5

inches

Content of organic matter in the upper 10 inches: 2

percent

Typical profile:

Ap—0 to 10 inches; sandy loam

Bt1—10 to 16 inches; sandy loam

2Bt2—16 to 20 inches; stratified very gravelly

coarse sand to loamy sand

2C—20 to 60 inches; stratified very gravelly

coarse sand to sand

Dissimilar Components

Chetek stony sandy loam

Extent: 1 to 10 percent of the unit

Soils that have sandstone at a depth of less than

60 inches

Extent: 1 to 10 percent of the unit

Elkmound soils

Extent: 0 to 5 percent of the unit

454C2—Chetek sandy loam, kame

terrace, 6 to 12 percent slopes, eroded

Component Description

Chetek, kame terrace, and similar soils

Extent: 85 to 90 percent of the unit
64 Soil Survey of

Geomorphic component: Kame terraces on hills

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 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 over 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: 4.5

inches

Content of organic matter in the upper 10 inches: 2

percent

Typical profile:

Ap—0 to 10 inches; sandy loam

Bt1—10 to 16 inches; sandy loam

2Bt2—16 to 20 inches; stratified very gravelly

coarse sand to loamy sand

2C—20 to 60 inches; stratified very gravelly

coarse sand to sand

Dissimilar Components

Chetek stony sandy loam

Extent: 1 to 10 percent of the unit

Soils that have sandstone at a depth of less than

60 inches

Extent: 1 to 10 percent of the unit

Elkmound soils

Extent: 0 to 5 percent of the unit

454D2—Chetek sandy loam, kame

terrace, 12 to 20 percent slopes,

eroded

Component Description

Chetek, kame terrace, and similar soils

Extent: 85 to 90 percent of the unit

Geomorphic component: Kame terraces on hills

Position on the landform: Backslopes and shoulders

Slope range: 12 to 20 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 over 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: 4.5

inches

Content of organic matter in the upper 10 inches: 2

percent

Typical profile:

Ap—0 to 10 inches; sandy loam

Bt1—10 to 16 inches; sandy loam

2Bt2—16 to 20 inches; stratified very gravelly

coarse sand to loamy sand

2C—20 to 60 inches; stratified very gravelly

coarse sand to sand

Dissimilar Components

Chetek stony sandy loam

Extent: 1 to 10 percent of the unit

Soils that have sandstone at a depth of less than

60 inches

Extent: 1 to 10 percent of the unit

Elkmound soils

Extent: 0 to 5 percent of the unit

454E—Chetek sandy loam, kame terrace,

20 to 35 percent slopes

Component Description

Chetek, kame terrace, and similar soils

Extent: 85 to 90 percent of the unit

Geomorphic component: Kame terraces on hills

Position on the landform: Shoulders and backslopes

Slope range: 20 to 35 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 over 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: 5.1

inches

Content of organic matter in the upper 10 inches: 1

percent

Typical profile:

Oe—0 to 1 inch; moderately decomposed plant

material

A—1 to 4 inches; sandy loam

E—4 to 11 inches; sandy loam
Dunn County, Wisconsin 65

Bt1—11 to 16 inches; sandy loam

2Bt2—16 to 20 inches; stratified very gravelly

coarse sand to loamy sand

2C—20 to 60 inches; stratified very gravelly

coarse sand to sand

Dissimilar Components

Chetek stony sandy loam

Extent: 1 to 10 percent of the unit

Soils that have sandstone at a depth of less than

60 inches

Extent: 1 to 10 percent of the unit

Elkmound soils

Extent: 0 to 5 percent of the unit

468A—Oesterle sandy loam, valley train, 0

to 3 percent slopes

Component Description

Oesterle, valley train, and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Treads

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 outwash

Flooding: None

Shallowest depth to wet zone: 1.5 feet (April, May,

November)

Deepest depth to wet zone: 3 feet (July, August)

Ponding: None

Available water capacity to a depth of 60 inches: 5.6

inches

Content of organic matter in the upper 10 inches: 2.1

percent

Typical profile:

Ap—0 to 8 inches; sandy loam

E—8 to 11 inches; sandy loam

B/E,Bt—11 to 25 inches; sandy loam

2Bt—25 to 31 inches; loamy sand

2C—31 to 60 inches; stratified sand to very

gravelly coarse sand

Dissimilar Components

Rusktown soils

Extent: 0 to 5 percent of the unit

Rib soils

Extent: 0 to 5 percent of the unit

501A—Finchford loamy sand, 0 to 3

percent slopes

Component Description

Finchford and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Treads

Slope range: 0 to 3 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.3

inches

Content of organic matter in the upper 10 inches: 2

percent

Typical profile:

Ap,A1—0 to 15 inches; loamy sand

A2—15 to 19 inches; loamy sand

Bw—19 to 26 inches; sand

C—26 to 80 inches; stratified gravelly coarse sand

to sand

Dissimilar Components

Rasset soils

Extent: 0 to 10 percent of the unit

Chelsea soils

Extent: 0 to 5 percent of the unit

Prissel soils

Extent: 0 to 5 percent of the unit

501B—Finchford loamy sand, 2 to 6

percent slopes

Component Description

Finchford and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Treads
66 Soil Survey of

Slope range: 2 to 6 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.3

inches

Content of organic matter in the upper 10 inches: 2

percent

Typical profile:

Ap,A1—0 to 15 inches; loamy sand

A2—15 to 19 inches; loamy sand

Bw—19 to 26 inches; sand

C—26 to 80 inches; stratified gravelly coarse sand

to sand

Dissimilar Components

Chelsea soils

Extent: 0 to 10 percent of the unit

Burkhardt soils

Extent: 0 to 5 percent of the unit

Prissel soils

Extent: 0 to 5 percent of the unit

502B2—Chelsea fine sand, 2 to 6 percent

slopes, eroded

Component Description

Chelsea and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Dunes on valley trains

Slope range: 2 to 6 percent

Texture of the surface layer: Fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Eolian sands

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.5

inches

Content of organic matter in the upper 10 inches: 0.7

percent

Typical profile:

Ap—0 to 9 inches; fine sand

Bw—9 to 30 inches; fine sand

E and Bt—30 to 80 inches; stratified fine sand to

fine sandy loam

Dissimilar Components

Finchford soils

Extent: 0 to 10 percent of the unit

Rasset soils

Extent: 0 to 5 percent of the unit

502C2—Chelsea fine sand, 6 to 15

percent slopes, eroded

Component Description

Chelsea and similar soils

Extent: 95 to 100 percent of the unit

Geomorphic component: Dunes on valley trains

Slope range: 6 to 15 percent

Texture of the surface layer: Fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Eolian sands

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.5

inches

Content of organic matter in the upper 10 inches: 0.7

percent

Typical profile:

Ap—0 to 9 inches; fine sand

Bw—9 to 30 inches; fine sand

E and Bt—30 to 80 inches; stratified fine sand to

fine sandy loam

Dissimilar Components

Finchford soils

Extent: 0 to 5 percent of the unit

506A—Komro loamy sand, 0 to 3 percent

slopes

Component Description

Komro and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Treads

Slope range: 0 to 3 percent
Dunn County, Wisconsin 67

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Sandy and gravelly outwash

Flooding: None

Shallowest depth to wet zone: 4 feet (April, May, June,

November)

Deepest depth to wet zone: 5.5 feet (August)

Ponding: None

Available water capacity to a depth of 60 inches: 4.4

inches

Content of organic matter in the upper 10 inches: 2

percent

Typical profile:

Ap,A—0 to 14 inches; loamy sand

AB—14 to 18 inches; sand

Bw—18 to 38 inches; sand

C—38 to 72 inches; stratified sand to very gravelly

coarse sand

Dissimilar Components

Farrington soils

Extent: 1 to 10 percent of the unit

Finchford soils

Extent: 1 to 10 percent of the unit

Komro, loamy substratum

Extent: 0 to 5 percent of the unit

Soils that have sandstone at a depth of less than

60 inches

Extent: 0 to 5 percent of the unit

508A—Farrington loamy sand, 0 to 3

percent slopes

Component Description

Farrington and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Treads

Slope range: 0 to 3 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat poorly drained

Parent material: Sandy outwash

Flooding: None

Shallowest depth to wet zone: 1.5 feet (April, May, June)

Deepest depth to wet zone: 3 feet (July, August)

Ponding: None

Available water capacity to a depth of 60 inches: 4.2

inches

Content of organic matter in the upper 10 inches: 2

percent

Typical profile:

Ap,A—0 to 14 inches; loamy sand

AB—14 to 18 inches; loamy sand

Bw—18 to 41 inches; loamy sand

C—41 to 72 inches; coarse sand

Dissimilar Components

Komro soils

Extent: 1 to 10 percent of the unit

Farrington, loamy substratum

Extent: 0 to 5 percent of the unit

Newson, undrained

Extent: 0 to 5 percent of the unit

510B—Boplain sand, 0 to 6 percent

slopes

Component Description

Boplain and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Sand sheets on hills

Slope range: 0 to 6 percent

Texture of the surface layer: Sand

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Excessively drained

Parent material: Eolian sands or sandy outwash over

sandy residuum

Flooding: None

Depth to wet zone: More than 3.1 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 2.6

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 9 inches; sand

Bw—9 to 32 inches; sand

2C—32 to 37 inches; sand

2Cr—37 to 60 inches; weathered bedrock

Dissimilar Components

Drammen soils

Extent: 1 to 10 percent of the unit
68 Soil Survey of

Moderately well drained soils

Extent: 0 to 10 percent of the unit

510C—Boplain sand, 6 to 15 percent

slopes

Component Description

Boplain and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Sand sheets on hills

Slope range: 6 to 15 percent

Texture of the surface layer: Sand

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Excessively drained

Parent material: Eolian sands or sandy outwash over

sandy residuum

Flooding: None

Depth to wet zone: More than 2.9 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 2.6

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 9 inches; sand

Bw—9 to 32 inches; sand

2C—32 to 37 inches; sand

2Cr—37 to 60 inches; weathered bedrock

Dissimilar Components

Drammen soils

Extent: 1 to 10 percent of the unit

Elevasil soils

Extent: 0 to 10 percent of the unit

511A—Plainfield sand, 0 to 3 percent

slopes

Component Description

Plainfield and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Treads

Slope range: 0 to 3 percent

Texture of the surface layer: Sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.7

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 9 inches; sand

Bw—9 to 32 inches; sand

C—32 to 80 inches; stratified gravelly coarse sand

to sand

Dissimilar Components

Prissel soils

Extent: 0 to 10 percent of the unit

Soils that have sandstone at a depth of less than

60 inches

Extent: 0 to 5 percent of the unit

Aldo soils

Extent: 0 to 5 percent of the unit

Chelsea soils

Extent: 0 to 5 percent of the unit

511B—Plainfield sand, 2 to 6 percent

slopes

Component Description

Plainfield and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Treads

Slope range: 2 to 6 percent

Texture of the surface layer: Sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.7

inches

Content of organic matter in the upper 10 inches: 1.2

percent
Dunn County, Wisconsin 69

Typical profile:

Ap—0 to 9 inches; sand

Bw—9 to 32 inches; sand

C—32 to 80 inches; stratified gravelly coarse sand

to sand

Dissimilar Components

Prissel soils

Extent: 0 to 5 percent of the unit

Drammen soils

Extent: 0 to 5 percent of the unit

Soils that have sandstone at a depth of less than

60 inches

Extent: 0 to 5 percent of the unit

511C—Plainfield sand, 6 to 15 percent

slopes

Component Description

Plainfield and similar soils

Extent: 95 to 100 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Risers

Slope range: 6 to 15 percent

Texture of the surface layer: Sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.7

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 9 inches; sand

Bw—9 to 32 inches; sand

C—32 to 80 inches; stratified gravelly coarse sand

to sand

Dissimilar Components

Soils that have sandstone at a depth of less than

60 inches

Extent: 0 to 5 percent of the unit

511F—Plainfield sand, 15 to 60 percent

slopes

Component Description

Plainfield and similar soils

Extent: 95 to 100 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Risers

Slope range: 15 to 60 percent

Texture of the surface layer: Sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Sandy and gravelly outwash

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.3

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Oe—0 to 1 inch; moderately decomposed plant

material

A—1 to 4 inches; sand

Bw—4 to 32 inches; sand

C—32 to 80 inches; stratified gravelly coarse sand

to sand

Dissimilar Components

Soils that have sandstone at a depth of less than

60 inches

Extent: 0 to 5 percent of the unit

Seep areas

Extent: 0 to 5 percent of the unit

512B—Drammen loamy sand, 1 to 6

percent slopes

Component Description

Drammen and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Sand sheets

Slope range: 1 to 6 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)
70 Soil Survey of

Drainage class: Somewhat excessively drained

Parent material: Eolian sands and/or sandy alluvium

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.4

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 9 inches; loamy sand

Bw—9 to 44 inches; sand

E and Bt—44 to 65 inches; stratified sand to loamy

fine sand

C—65 to 72 inches; sand

Dissimilar Components

Boplain soils

Extent: 1 to 5 percent of the unit

Prissel soils

Extent: 0 to 5 percent of the unit

Aldo soils

Extent: 0 to 5 percent of the unit

Kevilar soils

Extent: 0 to 5 percent of the unit

512C—Drammen loamy sand, 6 to 12

percent slopes

Component Description

Drammen and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Sand sheets

Slope range: 6 to 12 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Eolian sands and/or sandy alluvium

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.4

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 9 inches; loamy sand

Bw—9 to 44 inches; sand

E and Bt—44 to 65 inches; stratified sand to loamy

fine sand

C—65 to 72 inches; sand

Dissimilar Components

Boplain soils

Extent: 0 to 5 percent of the unit

Urne soils

Extent: 0 to 5 percent of the unit

Kevilar soils

Extent: 0 to 5 percent of the unit

512D—Drammen loamy sand, 12 to 20

percent slopes

Component Description

Drammen and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Sand sheets

Slope range: 12 to 20 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Eolian sands and/or sandy alluvium

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.4

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 9 inches; loamy sand

Bw—9 to 44 inches; sand

E and Bt—44 to 65 inches; stratified sand to loamy

fine sand

C—65 to 72 inches; sand

Dissimilar Components

Boone soils

Extent: 1 to 5 percent of the unit

Urne soils

Extent: 0 to 5 percent of the unit

Kevilar soils

Extent: 0 to 5 percent of the unit
Dunn County, Wisconsin 71

516A—Aldo sand, 0 to 3 percent slopes

Component Description

Aldo and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Treads

Slope range: 0 to 3 percent

Texture of the surface layer: Sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Sandy and gravelly outwash

Flooding: None

Shallowest depth to wet zone: 4 feet (April, May,

November)

Deepest depth to wet zone: 5.5 feet (August)

Ponding: None

Available water capacity to a depth of 60 inches: 3.9

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Ap—0 to 7 inches; sand

Bw—7 to 42 inches; sand

C—42 to 80 inches; sand

Dissimilar Components

Drammen soils

Extent: 1 to 5 percent of the unit

Prissel soils

Extent: 0 to 5 percent of the unit

Farrington soils

Extent: 0 to 5 percent of the unit

Soils that have sandstone at a depth of less than

60 inches

Extent: 0 to 5 percent of the unit

546A—Prissel loamy sand, 0 to 3 percent

slopes

Component Description

Prissel and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Treads

Slope range: 0 to 3 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Sandy alluvium over stratified silty to

sandy alluvium

Flooding: None

Shallowest depth to wet zone: 3 feet (May, October)

Deepest depth to wet zone: More than 6.7 feet

(January, February, July, August, September,

December)

Ponding: None

Available water capacity to a depth of 60 inches: 6

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 9 inches; loamy sand

Bw—9 to 48 inches; loamy sand

2Bt—48 to 56 inches; stratified silt loam to

sand

3BC,3C—56 to 72 inches; sand

Dissimilar Components

Drammen soils

Extent: 1 to 5 percent of the unit

Hoopeston, loamy substratum

Extent: 0 to 5 percent of the unit

Soils that have sandstone at a depth of less than

60 inches

Extent: 0 to 5 percent of the unit

Kevilar soils

Extent: 0 to 5 percent of the unit

Farrington soils

Extent: 0 to 2 percent of the unit

546B—Prissel loamy sand, 2 to 6 percent

slopes

Component Description

Prissel and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Treads

Slope range: 2 to 6 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained
72 Soil Survey of

Parent material: Sandy alluvium over stratified silty to

sandy alluvium

Flooding: None

Shallowest depth to wet zone: 3 feet (May, October)

Deepest depth to wet zone: More than 6.7 feet

(January, February, July, August, September,

December)

Ponding: None

Available water capacity to a depth of 60 inches: 6

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 9 inches; loamy sand

Bw—9 to 48 inches; loamy sand

2Bt—48 to 56 inches; stratified silt loam to sand

3BC,3C—56 to 72 inches; sand

Dissimilar Components

Drammen soils

Extent: 1 to 5 percent of the unit

Soils that have sandstone at a depth of less than

60 inches

Extent: 0 to 5 percent of the unit

Kevilar soils

Extent: 0 to 5 percent of the unit

546C—Prissel loamy sand, 6 to 15

percent slopes

Component Description

Prissel and similar soils

Extent: 80 to 90 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Risers

Slope range: 6 to 15 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Sandy alluvium over stratified silty to

sandy alluvium

Flooding: None

Shallowest depth to wet zone: 3 feet (May, October)

Deepest depth to wet zone: More than 6.7 feet

(January, February, July, August, September,

December)

Ponding: None

Available water capacity to a depth of 60 inches: 6

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 9 inches; loamy sand

Bw—9 to 48 inches; loamy sand

2Bt—48 to 56 inches; stratified silt loam to sand

3BC,3C—56 to 72 inches; sand

Dissimilar Components

Kevilar soils

Extent: 0 to 10 percent of the unit

Drammen soils

Extent: 0 to 10 percent of the unit

Soils that have sandstone at a depth of less than

60 inches

Extent: 0 to 10 percent of the unit

546F—Prissel loamy sand, 15 to 60

percent slopes

Component Description

Prissel and similar soils

Extent: 85 to 90 percent of the unit

Geomorphic component: Valley trains

Position on the landform: Risers

Slope range: 15 to 60 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Sandy alluvium over stratified silty to

sandy alluvium

Flooding: None

Shallowest depth to wet zone: 3 feet (May, October)

Deepest depth to wet zone: More than 6.7 feet

(January, February, July, August, September,

December)

Ponding: None

Available water capacity to a depth of 60 inches: 6.5

inches

Content of organic matter in the upper 10 inches: 1.6

percent

Typical profile:

Oe—0 to 1 inch; moderately decomposed plant

material

A—1 to 4 inches; loamy sand

Bw—4 to 48 inches; loamy sand

2Bt—48 to 56 inches; stratified silt loam to

sand

3BC,3C—56 to 72 inches; sand
Dunn County, Wisconsin 73

Dissimilar Components

Plainfield soils

Extent: 1 to 10 percent of the unit

Seep areas

Extent: 0 to 10 percent of the unit

Soils that have sandstone at a depth of less than

60 inches

Extent: 0 to 10 percent of the unit

555A—Fordum silt loam, 0 to 2 percent

slopes

Component Description

Fordum, frequently flooded, 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

2Cg—30 to 60 inches; sand

Dissimilar Components

Somewhat poorly drained soils that are subject to

occasional flooding

Extent: 0 to 15 percent of the unit

Cathro, flooded

Extent: 0 to 10 percent of the unit

Moppet soils

Extent: 0 to 5 percent of the unit

561B—Tarr sand, 1 to 6 percent slopes

Component Description

Tarr and similar soils

Extent: 95 to 100 percent of the unit

Geomorphic component: Pediments

Position on the landform: Toeslopes

Slope range: 1 to 6 percent

Texture of the surface layer: Sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Sandy pedisediment over sandy

residuum

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.9

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 9 inches; sand

Bw—9 to 34 inches; sand

C—34 to 62 inches; sand

Dissimilar Components

Boone soils

Extent: 0 to 5 percent of the unit

Tint soils

Extent: 0 to 2 percent of the unit

566A—Tint sand, 0 to 3 percent slopes

Component Description

Tint and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Pediments

Position on the landform: Toeslopes

Slope range: 0 to 3 percent

Texture of the surface layer: Sand

Depth to restrictive feature: Very deep (more than 60

inches)
74 Soil Survey of

Drainage class: Moderately well drained

Parent material: Sandy pedisediment

Flooding: None

Shallowest depth to wet zone: 4 feet (April, May,

November)

Deepest depth to wet zone: 5.5 feet (August)

Ponding: None

Available water capacity to a depth of 60 inches: 4

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Ap—0 to 9 inches; sand

Bw—9 to 34 inches; sand

C—34 to 60 inches; sand

Dissimilar Components

Tarr soils

Extent: 1 to 10 percent of the unit

573B—Plainbo sand, sand sheet, 0 to 6

percent slopes

Component Description

Plainbo, sand sheet, and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Sand sheets on hills

Slope range: 0 to 6 percent

Texture of the surface layer: Sand

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Excessively drained

Parent material: Eolian sand or outwash over sandy

residuum

Flooding: None

Depth to wet zone: More than 3.1 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 2.9

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Ap—0 to 8 inches; sand

Bw—8 to 32 inches; sand

2BC—32 to 37 inches; sand

2Cr—37 to 60 inches; weathered bedrock

Dissimilar Components

Drammen soils

Extent: 0 to 10 percent of the unit

Moderately well drained soils

Extent: 0 to 10 percent of the unit

573C—Plainbo sand, sand sheet, 6 to 15

percent slopes

Component Description

Plainbo, sand sheet, and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Sand sheets on hills

Slope range: 6 to 15 percent

Texture of the surface layer: Sand

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Excessively drained

Parent material: Eolian sand or outwash over sandy

residuum

Flooding: None

Depth to wet zone: More than 2.9 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 2.9

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Ap—0 to 8 inches; sand

Bw—8 to 32 inches; sand

2BC—32 to 37 inches; sand

2Cr—37 to 60 inches; weathered bedrock

Dissimilar Components

Drammen soils

Extent: 0 to 10 percent of the unit

Hayriver soils

Extent: 0 to 10 percent of the unit

588A—Meehan loamy sand, valley train, 0

to 3 percent slopes

Component Description

Meehan, valley train, and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Valley trains

Slope range: 0 to 3 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)
Dunn County, Wisconsin 75

Drainage class: Somewhat poorly drained

Parent material: Sandy outwash

Flooding: None

Shallowest depth to wet zone: 1.5 feet (April, May, June)

Deepest depth to wet zone: 3 feet (July, August)

Ponding: None

Available water capacity to a depth of 60 inches: 3.9

inches

Content of organic matter in the upper 10 inches: 1.7

percent

Typical profile:

Ap—0 to 8 inches; loamy sand

Bw—8 to 28 inches; sand

C—28 to 60 inches; sand

Dissimilar Components

Aldo soils

Extent: 0 to 10 percent of the unit

Newson soils

Extent: 0 to 5 percent of the unit

Meehan, loamy substratum

Extent: 0 to 5 percent of the unit

589A—Newson mucky loamy sand, 0 to 2

percent slopes

Component Description

Newson, undrained, and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Depressions on valley trains

Slope range: 0 to 2 percent

Texture of the surface layer: Mucky loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Poorly drained

Parent material: Sandy alluvium and/or sandy

outwash

Flooding: None

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

February, March, April, May, November,

December)

Deepest depth to wet zone: 2 feet (August)

Shallowest ponding: 0.3 foot (January, February, June,

July, August, September, October, November,

December)

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

Available water capacity to a depth of 60 inches: 4.6

inches

Content of organic matter in the upper 10 inches: 7.2

percent

Typical profile:

A1—0 to 3 inches; mucky loamy sand

A2—3 to 8 inches; loamy sand

Bg,BCg—8 to 22 inches; sand

C—22 to 60 inches; sand

Dissimilar Components

Markey, undrained

Extent: 1 to 5 percent of the unit

Meehan soils

Extent: 0 to 5 percent of the unit

Newson, loamy substratum

Extent: 1 to 5 percent of the unit

Newson, drained

Extent: 1 to 5 percent of the unit

601C—Beavercreek cobbly fine sandy

loam, 3 to 12 percent slopes

Component Description

Beavercreek and similar soils

Extent: 95 to 100 percent of the unit

Geomorphic component: Alluvial fans

Slope range: 3 to 12 percent

Texture of the surface layer: Cobbly fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Cobbly loamy alluvium and colluvium

Lowest frequency of flooding (if it occurs): Rare

(January, February, June, July, August,

September, December)

Highest frequency of flooding: Occasional (March,

April, May, October, November)

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:

A—0 to 5 inches; cobbly fine sandy loam

C1—5 to 12 inches; stratified cobbly fine sandy

loam to silt loam

2C2—12 to 60 inches; stratified very cobbly silt

loam to extremely gravelly sand
76 Soil Survey of

Dissimilar Components

Arenzville soils

Extent: 0 to 5 percent of the unit

616B—Chaseburg silt loam, 1 to 4 percent

slopes

Component Description

Chaseburg and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Hills

Position on the landform: Toeslopes

Slope range: 1 to 4 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Silty slope alluvium

Lowest frequency of flooding (if it occurs): Rare

(January, February, July, August, September,

December)

Highest frequency of flooding: Occasional (March,

April, May, June, October, November)

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 12.7

inches

Content of organic matter in the upper 10 inches: 1.9

percent

Typical profile:

Ap—0 to 9 inches; silt loam

C—9 to 60 inches; silt loam

Dissimilar Components

Arenzville soils

Extent: 1 to 5 percent of the unit

Soils that are not subject to flooding

Extent: 1 to 5 percent of the unit

619A—Vancecreek silt loam, 0 to 2

percent slopes

Component Description

Vancecreek, undrained, and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Depressions on stream

terraces; 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: Silty alluvium

Lowest frequency of flooding (if it occurs): Rare

(January, December)

Highest frequency of flooding: Frequent (March, April,

May)

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

February, March, April, May, June, October,

November, December)

Deepest depth to wet zone: 1.5 feet (August)

Shallowest ponding: 0.3 foot (January, February,

June, July, August, September, October,

December)

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

November)

Available water capacity to a depth of 60 inches: 12.8

inches

Content of organic matter in the upper 10 inches: 7

percent

Typical profile:

A—0 to 16 inches; silt loam

Bg—16 to 49 inches; silt loam

Cg—49 to 60 inches; stratified very fine sand to

silt loam

Dissimilar Components

Orion soils

Extent: 0 to 5 percent of the unit

Cathro, flood plain, undrained

Extent: 0 to 5 percent of the unit

Fordum, undrained

Extent: 0 to 5 percent of the unit

Vancecreek, drained

Extent: 0 to 5 percent of the unit

626A—Arenzville silt loam, 0 to 3 percent

slopes

Component Description

Arenzville and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Drainageways on 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)
Dunn County, Wisconsin 77

Drainage class: Moderately well drained

Parent material: Silty alluvium

Lowest frequency of flooding (if it occurs): Rare

(January, February, July, August, September,

December)

Highest frequency of flooding: Occasional (March,

April, May, June, October, November)

Shallowest depth to wet zone: 4 feet (April, May, June,

November)

Deepest depth to wet zone: 5.5 feet (August)

Ponding: None

Available water capacity to a depth of 60 inches: 12.5

inches

Content of organic matter in the upper 10 inches: 2

percent

Typical profile:

A—0 to 10 inches; silt loam

C—10 to 25 inches; silt loam

Ab—25 to 40 inches; silt loam

C ́—40 to 60 inches; stratified silt loam to very fine

sand

Dissimilar Components

Soils that are not subject to flooding

Extent: 0 to 5 percent of the unit

Orion soils

Extent: 0 to 5 percent of the unit

Ettrick soils

Extent: 0 to 2 percent of the unit

Arenzville, loamy-skeletal substratum

Extent: 0 to 10 percent of the unit

628A—Orion silt loam, 0 to 3 percent

slopes

Component Description

Orion and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Drainageways on 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: Silty alluvium

Lowest frequency of flooding (if it occurs): Rare

(January, February, July, August, September,

December)

Highest frequency of flooding: Occasional (March,

April, May, June, October, November)

Shallowest depth to wet zone: 1.5 feet (April, May,

June)

Deepest depth to wet zone: 3 feet (July, August)

Ponding: None

Available water capacity to a depth of 60 inches: 12.4

inches

Content of organic matter in the upper 10 inches: 2

percent

Typical profile:

Ap—0 to 8 inches; silt loam

C—8 to 32 inches; silt loam

Ab—32 to 40 inches; silt loam

Cg—40 to 60 inches; stratified silt loam to very

fine sand

Dissimilar Components

Arenzville soils

Extent: 0 to 10 percent of the unit

Ettrick, undrained

Extent: 1 to 5 percent of the unit

Soils that are not subject to flooding

Extent: 1 to 5 percent of the unit

Orion, loamy-skeletal substratum

Extent: 0 to 5 percent of the unit

629A—Ettrick silt loam, 0 to 2 percent

slopes

Component Description

Ettrick, undrained, and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: 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: Silty alluvium

Lowest frequency of flooding (if it occurs): Rare

(January, December)

Highest frequency of flooding: Frequent (March, April,

May)

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

April, May, November)

Deepest depth to wet zone: 2 feet (August)
78 Soil Survey of

Shallowest ponding: 0.3 foot (January, February,

June, July, August, September, October,

December)

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

November)

Available water capacity to a depth of 60 inches: 14.4

inches

Content of organic matter in the upper 10 inches: 8

percent

Typical profile:

Ap,A—0 to 16 inches; silt loam

Bg—16 to 35 inches; silt loam

Cg—35 to 60 inches; stratified silt loam to fine

sand

Dissimilar Components

Orion soils

Extent: 0 to 5 percent of the unit

Palms, undrained

Extent: 0 to 5 percent of the unit

Ettrick, drained

Extent: 0 to 5 percent of the unit

636A—Quarderer silt loam, 0 to 3 percent

slopes

Component Description

Quarderer and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Drainageways on 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: Silty alluvium

Lowest frequency of flooding (if it occurs): Rare

(January, February, July, August, September,

December)

Highest frequency of flooding: Occasional (March,

April, May, June, October, November)

Shallowest depth to wet zone: 4 feet (April, May,

November)

Deepest depth to wet zone: 5.5 feet (August)

Ponding: None

Available water capacity to a depth of 60 inches: 13

inches

Content of organic matter in the upper 10 inches: 5.5

percent

Typical profile:

Ap,A—0 to 13 inches; silt loam

C—13 to 22 inches; silt loam

Ab—22 to 29 inches; silt loam

Btb—29 to 55 inches; silt loam

C ́—55 to 72 inches; silt loam

Dissimilar Components

Orion soils

Extent: 0 to 10 percent of the unit

Doritty soils

Extent: 0 to 10 percent of the unit

Vancecreek, undrained

Extent: 0 to 5 percent of the unit

646A—Dunnbot fine sandy loam, 0 to 3

percent slopes

Component Description

Dunnbot and similar soils

Extent: 85 to 90 percent of the unit

Geomorphic component: Natural levees on flood

plains; flats on 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: Stratified loamy alluvium over sandy

alluvium

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

(January, July, August, September, October,

November, December)

Highest frequency of flooding: Occasional (March,

April)

Shallowest depth to wet zone: 4 feet (March, April,

May, June, November)

Deepest depth to wet zone: 5.5 feet (August)

Ponding: None

Available water capacity to a depth of 60 inches: 8.5

inches

Content of organic matter in the upper 10 inches: 2.5

percent

Typical profile:

Ap—0 to 9 inches; fine sandy loam

A—9 to 36 inches; stratified sandy loam to silt

loam

Bw—36 to 45 inches; stratified sandy loam to silt

loam
Dunn County, Wisconsin 79

C—45 to 72 inches; stratified loamy fine sand to

gravelly coarse sand

Dissimilar Components

Algansee soils

Extent: 0 to 5 percent of the unit

Rusktown soils

Extent: 0 to 5 percent of the unit

Scotah soils

Extent: 0 to 5 percent of the unit

Kalmarville soils

Extent: 0 to 5 percent of the unit

656A—Scotah loamy fine sand, 0 to 3

percent slopes

Component Description

Scotah and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Natural levees on flood

plains; flats on flood plains

Slope range: 0 to 3 percent

Texture of the surface layer: Loamy fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Sandy alluvium

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

(January, August, September, October, November,

December)

Highest frequency of flooding: Occasional (March,

April, May)

Shallowest depth to wet zone: 4 feet (April, May, June,

November)

Deepest depth to wet zone: 5.5 feet (August)

Ponding: None

Available water capacity to a depth of 60 inches: 4.3

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

A—0 to 4 inches; loamy fine sand

Bw—4 to 22 inches; fine sand

C—22 to 60 inches; stratified loamy fine sand to

gravelly coarse sand

Dissimilar Components

Algansee soils

Extent: 0 to 10 percent of the unit

Soils that are not subject to flooding

Extent: 0 to 5 percent of the unit

Kalmarville soils

Extent: 0 to 5 percent of the unit

766A—Moppet fine sandy loam, 0 to 3

percent slopes

Component Description

Moppet, occasionally flooded, 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 soils that are subject to

frequent flooding

Extent: 0 to 15 percent of the unit

Fordum soils

Extent: 0 to 5 percent of the unit

804B2—Arland fine sandy loam, 2 to 6

percent slopes, eroded, dissected

Component Description

Arland, dissected, and similar soils

Extent: 85 to 100 percent of the unit
80 Soil Survey of

Geomorphic component: Ground moraines on hills

Position on the landform: Summits

Slope range: 2 to 6 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loamy till over loamy and/or sandy

residuum

Flooding: None

Depth to wet zone: More than 3 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.4

inches

Content of organic matter in the upper 10 inches: 1.3

percent

Typical profile:

Ap—0 to 8 inches; fine sandy loam

E—8 to 10 inches; sandy loam

E/B—10 to 15 inches; sandy loam

B/E—15 to 23 inches; sandy loam

Bt—23 to 36 inches; sandy loam

Cr—36 to 60 inches; weathered bedrock

Dissimilar Components

Hayriver soils

Extent: 1 to 10 percent of the unit

Dobie soils

Extent: 0 to 5 percent of the unit

Amery soils

Extent: 0 to 5 percent of the unit

804C2—Arland fine sandy loam, 6 to 12

percent slopes, eroded, dissected

Component Description

Arland, dissected, and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Ground moraines on hills

Position on the landform: Shoulders and backslopes

Slope range: 6 to 12 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loamy till over loamy and/or sandy

residuum

Flooding: None

Depth to wet zone: More than 3 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.4

inches

Content of organic matter in the upper 10 inches: 1.3

percent

Typical profile:

Ap—0 to 8 inches; fine sandy loam

E—8 to 10 inches; sandy loam

E/B—10 to 15 inches; sandy loam

B/E—15 to 23 inches; sandy loam

Bt—23 to 36 inches; sandy loam

Cr—36 to 60 inches; weathered bedrock

Dissimilar Components

Hayriver soils

Extent: 1 to 10 percent of the unit

Dobie soils

Extent: 0 to 5 percent of the unit

Amery soils

Extent: 0 to 5 percent of the unit

804D—Arland fine sandy loam, 12 to 25

percent slopes, dissected

Component Description

Arland, dissected, and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Ground moraines on hills

Position on the landform: Shoulders and backslopes

Slope range: 12 to 25 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loamy till over loamy and/or sandy

residuum

Flooding: None

Depth to wet zone: More than 3 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.8

inches

Content of organic matter in the upper 10 inches: 1.9

percent

Typical profile:

Oe—0 to 1 inch; moderately decomposed plant

material

A—1 to 4 inches; fine sandy loam

E—4 to 10 inches; sandy loam

E/B—10 to 15 inches; sandy loam

B/E—15 to 23 inches; sandy loam
Dunn County, Wisconsin 81

Bt—23 to 36 inches; sandy loam

Cr—36 to 60 inches; weathered bedrock

Dissimilar Components

Hayriver soils

Extent: 1 to 10 percent of the unit

Amery soils

Extent: 0 to 5 percent of the unit

Dobie soils

Extent: 0 to 5 percent of the unit

814D2—Renova silt loam, 12 to 20 percent

slopes, eroded, dissected

Component Description

Renova, dissected, and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Till plains on hills

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: Loess over 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: 10.6

inches

Content of organic matter in the upper 10 inches: 1.3

percent

Typical profile:

Ap—0 to 8 inches; silt loam

E—8 to 10 inches; silt loam

Bt—10 to 19 inches; silty clay loam

2Bt,2BCt—19 to 52 inches; loam

2C—52 to 60 inches; loam

Dissimilar Components

Vlasaty soils

Extent: 0 to 10 percent of the unit

NewGlarus soils

Extent: 0 to 10 percent of the unit

816B2—Vlasaty silt loam, 2 to 6 percent

slopes, eroded, dissected

Component Description

Vlasaty, dissected, and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Till plains on hills

Position on the landform: Summits

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 over loamy till

Flooding: None

Shallowest depth to wet zone: 2 feet (March, 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: 10.5

inches

Content of organic matter in the upper 10 inches: 1.6

percent

Typical profile:

Ap—0 to 7 inches; silt loam

E—7 to 9 inches; silt loam

B/E—9 to 16 inches; silt loam

2Bt—16 to 42 inches; clay loam

2C—42 to 60 inches; loam

Dissimilar Components

Hersey soils

Extent: 0 to 10 percent of the unit

Sargeant soils

Extent: 0 to 5 percent of the unit

NewGlarus soils

Extent: 0 to 5 percent of the unit

816C2—Vlasaty silt loam, 6 to 12 percent

slopes, eroded, dissected

Component Description

Vlasaty, dissected, and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Till plains on hills

Position on the landform: Shoulders and backslopes
82 Soil Survey of

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 over loamy till

Flooding: None

Shallowest depth to wet zone: 2 feet (March, 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: 10.5

inches

Content of organic matter in the upper 10 inches: 1.6

percent

Typical profile:

Ap—0 to 7 inches; silt loam

E—7 to 9 inches; silt loam

B/E—9 to 16 inches; silt loam

2Bt—16 to 42 inches; clay loam

2C—42 to 60 inches; loam

Dissimilar Components

NewGlarus soils

Extent: 0 to 10 percent of the unit

Sargeant soils

Extent: 0 to 5 percent of the unit

Hersey soils

Extent: 0 to 5 percent of the unit

826B2—Hersey silt loam, 2 to 6 percent

slopes, eroded

Component Description

Hersey and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Till plains on hills

Position on the landform: Summits

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 over loamy till

Flooding: None

Shallowest depth to wet zone: 3 feet (March, April,

May, October, November, December)

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: 12.6

inches

Content of organic matter in the upper 10 inches: 2.1

percent

Typical profile:

Ap—0 to 8 inches; silt loam

Bt—8 to 58 inches; silt loam

2Bt—58 to 115 inches; clay loam

Dissimilar Components

Pepin soils

Extent: 0 to 5 percent of the unit

Seaton soils

Extent: 0 to 5 percent of the unit

Vasa soils

Extent: 0 to 5 percent of the unit

Vlasaty soils

Extent: 0 to 5 percent of the unit

826C2—Hersey silt loam, 6 to 12 percent

slopes, eroded

Component Description

Hersey and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Till plains on hills

Position on the landform: Shoulders and

backslopes

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 over loamy till

Flooding: None

Shallowest depth to wet zone: 3 feet (March, April,

May, October, November, December)

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: 12.6

inches
Dunn County, Wisconsin 83

Content of organic matter in the upper 10 inches: 2.1

percent

Typical profile:

Ap—0 to 8 inches; silt loam

Bt—8 to 58 inches; silt loam

2Bt—58 to 115 inches; clay loam

Dissimilar Components

Pepin soils

Extent: 0 to 10 percent of the unit

Seaton soils

Extent: 0 to 5 percent of the unit

Vlasaty soils

Extent: 0 to 5 percent of the unit

828B—Vasa silt loam, 1 to 6 percent

slopes, dissected

Component Description

Vasa and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic component: Till plains on hills

Position on the landform: Head slopes

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: Somewhat poorly drained

Parent material: Loess over loamy till

Months in which flooding does not occur: January,

February, March, June, July, August, September,

October, November, December

Highest frequency of flooding: Rare (April, May)

Shallowest depth to wet zone: 1.5 feet (March, April,

May, June, October, November, December)

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: 12.2

inches

Content of organic matter in the upper 10 inches: 2.8

percent

Typical profile:

Ap—0 to 9 inches; silt loam

Bw—9 to 13 inches; silt loam

Bt—13 to 60 inches; silt loam

2BCt—60 to 70 inches; loam

Dissimilar Components

Sargeant soils

Extent: 0 to 5 percent of the unit

Hersey soils

Extent: 0 to 5 percent of the unit

Soils that are subject to occasional flooding

Extent: 0 to 5 percent of the unit

Poorly drained soils

Extent: 0 to 3 percent of the unit

836B2—Spencer silt loam, 2 to 6 percent

slopes, eroded, dissected

Component Description

Spencer, dissected, and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Ground moraines on hills

Position on the landform: Summits

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 over loamy till

Flooding: None

Shallowest depth to wet zone: 3 feet (March, April,

May, October, November, December)

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: 10.9

inches

Content of organic matter in the upper 10 inches: 1.9

percent

Typical profile:

Ap—0 to 9 inches; silt loam

E,E/B—9 to 22 inches; silt loam

B/E,Bt—22 to 42 inches; silt loam

2Bt—42 to 48 inches; loam

2C—48 to 72 inches; sandy loam

Dissimilar Components

Almena soils

Extent: 0 to 5 percent of the unit
84 Soil Survey of

Pepin soils

Extent: 0 to 5 percent of the unit

Dobie soils

Extent: 0 to 5 percent of the unit

836C2—Spencer silt loam, 6 to 12 percent

slopes, eroded, dissected

Component Description

Spencer, dissected, and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Ground moraines on

hills

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: Loess over loamy till

Flooding: None

Shallowest depth to wet zone: 3 feet (March, April,

May, October, November, December)

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: 10.9

inches

Content of organic matter in the upper 10 inches: 1.9

percent

Typical profile:

Ap—0 to 9 inches; silt loam

E,E/B—9 to 22 inches; silt loam

B/E,Bt—22 to 42 inches; silt loam

2Bt—42 to 48 inches; loam

2C—48 to 72 inches; sandy loam

Dissimilar Components

Pepin soils

Extent: 0 to 5 percent of the unit

Dobie soils

Extent: 0 to 5 percent of the unit

Santiago soils

Extent: 0 to 3 percent of the unit

838B—Almena silt loam, 1 to 6 percent

slopes, dissected

Component Description

Almena, dissected, and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Ground moraines on hills

Position on the landform: Head slopes

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: Somewhat poorly drained

Parent material: Loess over loamy till

Months in which flooding does not occur: January,

February, March, June, July, August, September,

October, November, December

Highest frequency of flooding: Rare (April, May)

Shallowest depth to wet zone: 1.5 feet (March, April,

May, June, October, November, December)

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: 11.2

inches

Content of organic matter in the upper 10 inches: 2.8

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

Spencer soils

Extent: 0 to 10 percent of the unit

Soils that are subject to occasional flooding

Extent: 0 to 10 percent of the unit

Poorly drained soils

Extent: 0 to 3 percent of the unit

870B2—Santiago silt loam, 2 to 6 percent

slopes, eroded, dissected

Component Description

Santiago, dissected, and similar soils

Extent: 85 to 95 percent of the unit
Dunn County, Wisconsin 85

Geomorphic component: Ground moraines on hills

Position on the landform: Summits

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: Well drained

Parent material: Loess over 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: 9.3

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 15 inches; silt loam

B/E—15 to 23 inches; silt loam

2Bt—23 to 87 inches; gravelly sandy loam

2Cd—87 to 102 inches; sandy loam

Dissimilar Components

Dobie soils

Extent: 0 to 5 percent of the unit

Arland soils

Extent: 0 to 5 percent of the unit

Amery soils

Extent: 0 to 5 percent of the unit

Santiago stony loam

Extent: 0 to 5 percent of the unit

870C2—Santiago silt loam, 6 to 12

percent slopes, eroded, dissected

Component Description

Santiago, dissected, and similar soils

Extent: 85 to 90 percent of the unit

Geomorphic component: Ground moraines on hills

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: Well drained

Parent material: Loess over 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: 9.3

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 15 inches; silt loam

B/E—15 to 23 inches; silt loam

2Bt—23 to 87 inches; gravelly sandy loam

2Cd—87 to 102 inches; sandy loam

Dissimilar Components

Dobie soils

Extent: 0 to 5 percent of the unit

Arland soils

Extent: 0 to 5 percent of the unit

Amery soils

Extent: 0 to 5 percent of the unit

Santiago stony loam

Extent: 0 to 5 percent of the unit

875B—Amery sandy loam, 2 to 6 percent

slopes, dissected

Component Description

Amery, dissected, and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic component: Moraines on hills

Position on the landform: Summits

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: Well drained

Parent material: 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: 7.6

inches

Content of organic matter in the upper 10 inches: 2.3

percent

Typical profile:

Ap—0 to 9 inches; sandy loam

Bw—9 to 22 inches; sandy loam

E/B—22 to 34 inches; gravelly sandy loam

B/E—34 to 41 inches; gravelly sandy loam

Bt—41 to 71 inches; sandy loam

2Cd—71 to 80 inches; sandy loam
86 Soil Survey of

Dissimilar Components

Arland soils

Extent: 0 to 5 percent of the unit

Santiago soils

Extent: 0 to 5 percent of the unit

Hayriver soils

Extent: 0 to 5 percent of the unit

Moderately well drained soils

Extent: 0 to 5 percent of the unit

875C2—Amery sandy loam, 6 to 12

percent slopes, eroded, dissected

Component Description

Amery, dissected, and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Moraines on hills

Position on the landform: Backslopes and shoulders

Slope range: 6 to 12 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 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: 7.6

inches

Content of organic matter in the upper 10 inches: 2.3

percent

Typical profile:

Ap—0 to 9 inches; sandy loam

Bw—9 to 22 inches; sandy loam

E/B—22 to 34 inches; gravelly sandy loam

B/E—34 to 41 inches; gravelly sandy loam

Bt—41 to 71 inches; sandy loam

2Cd—71 to 80 inches; sandy loam

Dissimilar Components

Arland soils

Extent: 0 to 5 percent of the unit

Santiago soils

Extent: 0 to 5 percent of the unit

Hayriver soils

Extent: 0 to 5 percent of the unit

Moderately well drained soils

Extent: 0 to 5 percent of the unit

875D—Amery sandy loam, 12 to 25

percent slopes, dissected

Component Description

Amery, dissected, and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic component: Moraines on hills

Position on the landform: Backslopes and shoulders

Slope range: 12 to 25 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 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: 7.6

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

A—0 to 3 inches; sandy loam

Bw—3 to 22 inches; sandy loam

E/B—22 to 34 inches; gravelly sandy loam

B/E—34 to 41 inches; gravelly sandy loam

Bt—41 to 71 inches; sandy loam

2Cd—71 to 80 inches; sandy loam

Dissimilar Components

Arland soils

Extent: 0 to 10 percent of the unit

Hayriver soils

Extent: 0 to 10 percent of the unit

1125F—Dorerton, very stony-Elbaville

complex, 30 to 60 percent slopes

Component Description

Dorerton and similar soils

Extent: 55 to 65 percent of the unit

Geomorphic component: Hills

Position on the landform: Backslopes

Slope range: 30 to 60 percent

Texture of the surface layer: Loam
Dunn County, Wisconsin 87

Depth to restrictive feature: 45 to 70 inches to bedrock

(lithic)

Drainage class: Well drained

Parent material: Loamy colluvium over loamy

residuum

Flooding: None

Depth to wet zone: More than 5 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.6

inches

Content of organic matter in the upper 10 inches: 2.1

percent

Typical profile:

A—0 to 3 inches; loam

E—3 to 15 inches; loam

BE,Bt—15 to 18 inches; loam

2Bt—18 to 30 inches; very channery clay loam

2C—30 to 60 inches; extremely flaggy loamy sand

Elbaville and similar soils

Extent: 20 to 30 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders

Slope range: 30 to 45 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 60 to 80 inches to bedrock

(lithic)

Drainage class: Well drained

Parent material: Loess over loamy and clayey

colluvium over loamy and sandy residuum

Flooding: None

Depth to wet zone: More than 5 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 7.5

inches

Content of organic matter in the upper 10 inches: 2.5

percent

Typical profile:

Oe—0 to 1 inch; moderately decomposed plant

material

A—1 to 5 inches; silt loam

E—5 to 11 inches; silt loam

B/E,Bt—11 to 21 inches; silt loam

2Bt—21 to 26 inches; silty clay

3Bt—26 to 37 inches; very flaggy silty clay loam

3C—37 to 60 inches; extremely flaggy sandy loam

Dissimilar Components

Churchtown soils

Extent: 0 to 10 percent of the unit

Dorerton, nonstony

Extent: 0 to 5 percent of the unit

Gaphill soils

Extent: 0 to 5 percent of the unit

Rockbluff soils

Extent: 0 to 5 percent of the unit

1145F—Gaphill-Rockbluff complex, 30 to

60 percent slopes

Component Description

Gaphill and similar soils

Extent: 45 to 55 percent of the unit

Geomorphic component: Hills

Position on the landform: Backslopes and shoulders

Slope range: 30 to 60 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 40 to 80 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loamy colluvium and/or loamy slope

alluvium over sandy colluvium and/or sandy

residuum

Flooding: None

Depth to wet zone: More than 4.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 6.7

inches

Content of organic matter in the upper 10 inches: 2.2

percent

Typical profile:

Oe—0 to 2 inches; moderately decomposed plant

material

A—2 to 5 inches; sandy loam

E—5 to 11 inches; sandy loam

Bt—11 to 32 inches; sandy loam

2BC—32 to 50 inches; sand

2C—50 to 56 inches; sand

2Cr—56 to 80 inches; weathered bedrock

Rockbluff and similar soils

Extent: 30 to 40 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 30 to 60 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: 40 to 80 inches to bedrock

(paralithic)

Drainage class: Excessively drained

Parent material: Sandy colluvium and/or sandy slope

alluvium over sandy residuum

Flooding: None
88 Soil Survey of

Depth to wet zone: More than 4.3 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.6

inches

Content of organic matter in the upper 10 inches: 1.5

percent

Typical profile:

Oe—0 to 2 inches; moderately decomposed plant

material

A—2 to 4 inches; loamy sand

E—4 to 9 inches; loamy sand

Bw—9 to 35 inches; sand

C—35 to 52 inches; sand

Cr—52 to 80 inches; weathered bedrock

Dissimilar Components

Gaphill very stony sandy loam

Extent: 0 to 10 percent of the unit

Dorerton soils

Extent: 0 to 5 percent of the unit

Rock outcrop

Extent: 0 to 3 percent of the unit

Churchtown soils

Extent: 0 to 5 percent of the unit

1224F—Boone-Elevasil complex, 15 to 50

percent slopes

Component Description

Boone and similar soils

Extent: 55 to 65 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders

Slope range: 15 to 50 percent

Texture of the surface layer: Sand

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Excessively drained

Parent material: Sandy slope alluvium over sandy

residuum

Flooding: None

Depth to wet zone: More than 2.9 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.1

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Oe—0 to 1 inch; moderately decomposed plant

material

A—1 to 3 inches; sand

E,Bw—3 to 21 inches; sand

C—21 to 35 inches; sand

Cr—35 to 60 inches; weathered bedrock

Elevasil and similar soils

Extent: 25 to 35 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 15 to 50 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loamy slope alluvium over sandy

residuum

Flooding: None

Depth to wet zone: More than 3.2 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 5.4

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Oe—0 to 1 inch; moderately decomposed plant

material

A—1 to 3 inches; sandy loam

Bt—3 to 27 inches; sandy loam

2BC—27 to 31 inches; loamy sand

2C—31 to 39 inches; sand

2Cr—39 to 60 inches; weathered bedrock

Dissimilar Components

Tarr soils

Extent: 1 to 10 percent of the unit

Urne soils

Extent: 0 to 10 percent of the unit

Elkmound soils

Extent: 0 to 5 percent of the unit

1233F—Boone-Tarr sands, 15 to 50

percent slopes

Component Description

Boone and similar soils

Extent: 50 to 60 percent of the unit
Dunn County, Wisconsin 89

Geomorphic component: Hills

Position on the landform: Shoulders

Slope range: 15 to 50 percent

Texture of the surface layer: Sand

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Excessively drained

Parent material: Sandy slope alluvium over sandy

residuum

Flooding: None

Depth to wet zone: More than 2.9 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.1

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Oe—0 to 1 inch; moderately decomposed plant

material

A—1 to 3 inches; sand

E,Bw—3 to 21 inches; sand

C—21 to 35 inches; sand

Cr—35 to 60 inches; weathered bedrock

Tarr and similar soils

Extent: 25 to 35 percent of the unit

Geomorphic component: Hills

Position on the landform: Footslopes and backslopes

Slope range: 15 to 45 percent

Texture of the surface layer: Sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Sandy slope alluvium over sandy

residuum

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.8

inches

Content of organic matter in the upper 10 inches: 1.5

percent

Typical profile:

Oe—0 to 2 inches; moderately decomposed plant

material

A—2 to 6 inches; sand

Bw—6 to 34 inches; sand

C—34 to 62 inches; sand

Dissimilar Components

Elevasil soils

Extent: 0 to 15 percent of the unit

Rock outcrop

Extent: 0 to 5 percent of the unit

1275F—Hayriver-Twinmound complex, 15

to 50 percent slopes

Component Description

Hayriver and similar soils

Extent: 40 to 60 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 20 to 50 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Well drained

Parent material: Loamy slope alluvium over sandy

and/or loamy residuum

Flooding: None

Depth to wet zone: More than 2.5 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 4.9

inches

Content of organic matter in the upper 10 inches: 1.9

percent

Typical profile:

Oe—0 to 1 inch; moderately decomposed plant

material

A—1 to 4 inches; fine sandy loam

E—4 to 13 inches; fine sandy loam

Bt—13 to 30 inches; fine sandy loam

Cr—30 to 60 inches; weathered bedrock

Twinmound and similar soils

Extent: 25 to 40 percent of the unit

Geomorphic component: Hills

Position on the landform: Shoulders and backslopes

Slope range: 15 to 50 percent

Texture of the surface layer: Fine sand

Depth to restrictive feature: 20 to 40 inches to bedrock

(paralithic)

Drainage class: Excessively drained

Parent material: Sandy slope alluvium over sandy

residuum

Flooding: None

Depth to wet zone: More than 2.2 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 2.1

inches

Content of organic matter in the upper 10 inches: 1.2

percent
90 Soil Survey of

Typical profile:

Oi—0 to 1 inch; slightly decomposed plant

material

A—1 to 3 inches; fine sand

Bw—3 to 17 inches; fine sand

BC—17 to 26 inches; channery fine sand

Cr—26 to 60 inches; weathered bedrock

Dissimilar Components

Elkmound soils

Extent: 1 to 10 percent of the unit

Drammen soils

Extent: 0 to 5 percent of the unit

Dobie soils

Extent: 0 to 5 percent of the unit

1648A—Northbend-Ettrick silt loams, 0 to

3 percent slopes

Component Description

Northbend and similar soils

Extent: 55 to 65 percent of the unit

Geomorphic component: Flats on flood 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 and loamy alluvium over sandy

alluvium

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

(January, February, August, December)

Highest frequency of flooding: Frequent (March, April,

May, June)

Shallowest depth to wet zone: 1.5 feet (April, May, June)

Deepest depth to wet zone: 3 feet (July, August)

Ponding: None

Available water capacity to a depth of 60 inches: 8.3

inches

Content of organic matter in the upper 10 inches: 5.9

percent

Typical profile:

A—0 to 7 inches; silt loam

Bw—7 to 34 inches; silt loam

2BC—34 to 36 inches; loamy fine sand

2C—36 to 60 inches; sand

Ettrick, flood plain, undrained, and similar soils

Extent: 25 to 35 percent of the unit

Geomorphic component: Drainageways on flood

plains; depressions on flood plains

Slope range: 0 to 1 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: More than 60 inches

Drainage class: Poorly drained

Parent material: Silty alluvium

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

(January, February, August, December)

Highest frequency of flooding: Frequent (March, April,

May, June)

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

February, March, April, May, June, October,

November, December)

Deepest depth to wet zone: 1.5 feet (August)

Shallowest ponding: 0.3 foot (January, February,

June, July, August, September, October,

December)

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

November)

Available water capacity to a depth of 60 inches: 14.4

inches

Content of organic matter in the upper 10 inches: 8

percent

Typical profile:

A—0 to 16 inches; silt loam

Bg—16 to 35 inches; silt loam

Cg—35 to 60 inches; stratified fine sand to silt

loam

Dissimilar Components

Palms, flood plain, undrained

Extent: 1 to 10 percent of the unit

Dunnbot soils

Extent: 0 to 5 percent of the unit

Water

Extent: 0 to 5 percent of the unit

1658A—Algansee-Kalmarville complex, 0

to 3 percent slopes

Component Description

Algansee and similar soils

Extent: 50 to 60 percent of the unit

Geomorphic component: Flats on 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: Somewhat poorly drained
Dunn County, Wisconsin 91

Parent material: Thin mantle of loamy alluvium over

sandy alluvium

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

(January, February, August, December)

Highest frequency of flooding: Frequent (March, April,

May, June)

Shallowest depth to wet zone: 1.5 feet (April, May)

Deepest depth to wet zone: 3 feet (July, August)

Ponding: None

Available water capacity to a depth of 60 inches: 4.8

inches

Content of organic matter in the upper 10 inches: 2.1

percent

Typical profile:

A—0 to 4 inches; fine sandy loam

Bw—4 to 31 inches; loamy fine sand

C—31 to 60 inches; stratified gravelly coarse sand

to loamy fine sand

Kalmarville, undrained, and similar soils

Extent: 25 to 35 percent of the unit

Geomorphic component: Drainageways on flood

plains; depressions on flood plains

Slope range: 0 to 1 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: More than 60 inches

Drainage class: Poorly drained

Parent material: Silty and loamy alluvium over sandy

alluvium

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

(January, February, August, December)

Highest frequency of flooding: Frequent (March, April,

May, June)

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

February, March, April, May, June, October,

November, December)

Deepest depth to wet zone: 1.5 feet (August)

Shallowest ponding: 0.3 foot (January, February,

June, July, August, September, October,

December)

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

November)

Available water capacity to a depth of 60 inches: 8.4

inches

Content of organic matter in the upper 10 inches: 4.2

percent

Typical profile:

A1—0 to 6 inches; silt loam

A2—6 to 37 inches; stratified sandy loam to silt

loam

Cg—37 to 42 inches; stratified sandy loam to silt

loam

2Cg—42 to 60 inches; stratified coarse sand to

fine sand

Dissimilar Components

Scotah soils

Extent: 1 to 10 percent of the unit

Palms, flood plain, undrained

Extent: 0 to 5 percent of the unit

Water

Extent: 1 to 5 percent of the unit

Riverwash

Extent: 1 to 2 percent of the unit

Markey, flood plain, undrained

Extent: 0 to 5 percent of the unit

2002—Udorthents, earthen dams

Component Description

• This map unit generally consists of silty, loamy, and

clayey soils. Service roads, spillways, very steep side

slopes, dikes, levees, and small concrete or steel dam

structures may be included. Because of the variability

of this map unit, interpretations for specific uses are

not available. Onsite investigation is needed.

2003A—Riverwash

Component Description

Riverwash

Extent: 90 to 100 percent of the unit

Geomorphic component: Flood plains

Definition: Riverwash consists of unstable sediments

that are reworked frequently by rivers. The

sediments are typically sandy and gravelly, but

they are silty and clayey in some areas. The areas

of this map unit along the major rivers are

frequently flooded. Because of the variability of

this map unit, interpretations for specific uses are

not available. Onsite investigation is needed.

Dissimilar Components

Kalmarville soils

Extent: 0 to 5 percent of the unit

Water

Extent: 0 to 5 percent of the unit

Algansee soils

Extent: 0 to 5 percent of the unit
92 Soil Survey of

2013—Pits, gravel

Component Description

• This map unit consists of open excavations from

which sand and/or rock fragments (mostly gravel and

cobbles) have been removed. Bedrock or other

material is exposed in some places. Stockpiles,

service roads, and vertical side slopes may be

included. Many pits have been excavated down to or

below the level of the ground water and may have

intermittent or deep ponds of water. Because of the

variability of this map unit, interpretations for specific

uses are not available. Onsite investigation is needed.

2014—Pits, quarry, hard bedrock

Component Description

• This map unit consists of open excavations from

which dolostone, quartzite, granite, or other indurated

bedrock has been removed. Drilling, blasting, and

crushing of material are generally required to remove

and use the bedrock. Stockpiles, service roads, and

vertical slopes may be included. Because of the

variability of this map unit, interpretations for specific

uses are not available. Onsite investigation is needed.

2016—Pits, quarry, soft bedrock

Component Description

• This map unit consists of open excavations from

which sandstone or shale bedrock has been removed.

Backhoes or front-end loaders can generally be used

to dig and remove bedrock. Stockpiles, service roads,

and vertical side slopes may be included. Because of

the variability of this map unit, interpretations for

specific uses are not available. Onsite investigation is

needed.

2030—Udorthents and Udipsamments,

cut or fill

Component Description

Udorthents, cut or fill

Extent: 0 to 100 percent of the unit

Depth to restrictive feature: Very deep (more than 60

inches)

Flooding: None

Ponding: None

Definition: Areas where the original silty, loamy, or

clayey soil profile has been altered by the addition

or removal of more than about a foot of soil

material. Roads, landscaped areas, and steep

slopes may be included. Because of the variability

of this component, interpretations for specific uses

are not available. Onsite investigation is needed.

Udipsamments, cut or fill

Extent: 0 to 100 percent of the unit

Depth to restrictive feature: Very deep (more than 60

inches)

Flooding: None

Ponding: None

Definition: Areas where the original sandy soil profile

has been altered by the addition or removal of

more than about a foot of soil material. Roads,

landscaped areas, and steep slopes may be

included. Because of the variability of this

component, interpretations for specific uses are

not available. Onsite investigation is needed.

2050—Landfill

Component Description

• This map unit consists of areas of accumulated

waste products of human habitation. The areas can be

above or below natural ground level. Because of the

variability of this map unit, interpretations for specific

uses are not available. Onsite investigation is needed.

M-W—Miscellaneous water

Component Description

• 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

Component Description

• 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.
Dunn County, Wisconsin 93

Table 2.--Acreage and Proportionate Extent of the Soils

_______________________________________________________________________________________________________

 | | |

 Map | Soil name | Acres |Percent

symbol | | | _______________________________________________________________________________________________________

 | | |

11A |Markey muck, flood plain, 0 to 1 percent slopes--------------------------| 965 | 0.2

20A |Palms and Houghton mucks, 0 to 1 percent slopes--------------------------| 237 | *

40A |Markey and Seelyeville mucks, 0 to 1 percent slopes----------------------| 15,074 | 2.7

45A |Seelyeville and Cathro mucks, valley train, 0 to 1 percent slopes--------| 1,452 | 0.3

101B |Menahga sand, valley train, 0 to 6 percent slopes------------------------| 1,947 | 0.4

101C |Menahga sand, valley train, 6 to 12 percent slopes-----------------------| 19 | *

101E |Menahga sand, valley train, 12 to 30 percent slopes----------------------| 30 | *

115B2 |Seaton silt loam, 2 to 6 percent slopes, eroded--------------------------| 379 | *

115C2 |Seaton silt loam, 6 to 12 percent slopes, eroded-------------------------| 6,465 | 1.2

115D2 |Seaton silt loam, 12 to 20 percent slopes, eroded------------------------| 6,986 | 1.3

115E2 |Seaton silt loam, 20 to 30 percent slopes, eroded------------------------| 140 | *

116C2 |Churchtown silt loam, 6 to 12 percent slopes, eroded---------------------| 370 | *

116D2 |Churchtown silt loam, 12 to 20 percent slopes, eroded--------------------| 1,312 | 0.2

116E2 |Churchtown silt loam, 20 to 30 percent slopes, eroded--------------------| 2,261 | 0.4

125B2 |Pepin silt loam, 2 to 6 percent slopes, eroded---------------------------| 964 | 0.2

125C2 |Pepin silt loam, 6 to 12 percent slopes, eroded--------------------------| 3,384 | 0.6

125D2 |Pepin silt loam, 12 to 20 percent slopes, eroded-------------------------| 966 | 0.2

125E2 |Pepin silt loam, 20 to 30 percent slopes, eroded-------------------------| 33 | *

135C2 |Wickware silt loam, 6 to 12 percent slopes, eroded-----------------------| 4,632 | 0.8

135D2 |Wickware silt loam, 12 to 20 percent slopes, eroded----------------------| 1,851 | 0.3

135E2 |Wickware silt loam, 20 to 30 percent slopes, eroded----------------------| 63 | *

136B |Doritty silt loam, 1 to 6 percent slopes---------------------------------| 4,409 | 0.8

136C2 |Doritty silt loam, 6 to 12 percent slopes, eroded------------------------| 150 | *

144B2 |NewGlarus silt loam, 2 to 6 percent slopes, eroded-----------------------| 897 | 0.2

144C2 |NewGlarus silt loam, 6 to 12 percent slopes, eroded----------------------| 2,456 | 0.4

144D2 |NewGlarus silt loam, 12 to 20 percent slopes, eroded---------------------| 2,288 | 0.4

144E2 |NewGlarus silt loam, 20 to 30 percent slopes, eroded---------------------| 534 | *

161E |Fivepoints silt loam, 20 to 30 percent slopes----------------------------| 177 | *

208A |Siouxcreek silt loam, 0 to 3 percent slopes------------------------------| 45 | *

213B2 |Hixton silt loam, 2 to 6 percent slopes, eroded--------------------------| 136 | *

213C2 |Hixton silt loam, 6 to 12 percent slopes, eroded-------------------------| 139 | *

224B |Elevasil sandy loam, 2 to 6 percent slopes-------------------------------| 4,908 | 0.9

224C2 |Elevasil sandy loam, 6 to 12 percent slopes, eroded----------------------| 6,242 | 1.1

224D2 |Elevasil sandy loam, 12 to 20 percent slopes, eroded---------------------| 1,061 | 0.2

224E2 |Elevasil sandy loam, 20 to 30 percent slopes, eroded---------------------| 221 | *

233C |Boone sand, 6 to 15 percent slopes---------------------------------------| 1,303 | 0.2

243B2 |Hixton silt loam, thin solum, 1 to 6 percent slopes, eroded--------------| 4,860 | 0.9

243C2 |Hixton silt loam, thin solum, 6 to 12 percent slopes, eroded-------------| 522 | *

244B |Elkmound loam, 1 to 6 percent slopes-------------------------------------| 2,233 | 0.4

244C2 |Elkmound loam, 6 to 12 percent slopes, eroded----------------------------| 1,016 | 0.2

244D2 |Elkmound loam, 12 to 20 percent slopes, eroded---------------------------| 309 | *

254B2 |Norden silt loam, 2 to 6 percent slopes, eroded--------------------------| 4,444 | 0.8

254C2 |Norden silt loam, 6 to 12 percent slopes, eroded-------------------------| 5,837 | 1.1

254D2 |Norden silt loam, 12 to 20 percent slopes, eroded------------------------| 6,419 | 1.2

254E2 |Norden silt loam, 20 to 30 percent slopes, eroded------------------------| 4,171 | 0.8

254F |Norden silt loam, 30 to 45 percent slopes--------------------------------| 149 | *

255B2 |Urne fine sandy loam, 2 to 6 percent slopes, eroded----------------------| 4,657 | 0.8

255C2 |Urne fine sandy loam, 6 to 12 percent slopes, eroded---------------------| 7,901 | 1.4

255D2 |Urne fine sandy loam, 12 to 20 percent slopes, eroded--------------------| 8,974 | 1.6

255E2 |Urne fine sandy loam, 20 to 30 percent slopes, eroded--------------------| 5,566 | 1.0

255F |Urne fine sandy loam, 30 to 45 percent slopes----------------------------| 10,557 | 1.9

265B |Garne loamy sand, 2 to 6 percent slopes----------------------------------| 81 | *

265C |Garne loamy sand, 6 to 12 percent slopes---------------------------------| 217 | *

266B |Hiles silt loam, 1 to 6 percent slopes-----------------------------------| 135 | *

268A |Kert silt loam, 0 to 3 percent slopes------------------------------------| 137 | *

269A |Veedum muck, 0 to 2 percent slopes---------------------------------------| 126 | *

273B2 |Dobie and Hixton silt loams, 2 to 6 percent slopes, eroded---------------| 4,927 | 0.9

273C2 |Dobie and Hixton silt loams, 6 to 12 percent slopes, eroded--------------| 7,783 | 1.4

273D2 |Dobie and Hixton silt loams, 12 to 20 percent slopes, eroded-------------| 5,694 | 1.0

273E2 |Dobie and Hixton silt loams, 20 to 30 percent slopes, eroded-------------| 1,876 | 0.3

275B2 |Hayriver and Elevasil fine sandy loams, 2 to 6 percent slopes, eroded----| 3,747 | 0.7

275C2 |Hayriver and Elevasil fine sandy loams, 6 to 12 percent slopes, eroded---| 8,899 | 1.6

275D2 |Hayriver and Elevasil fine sandy loams, 12 to 20 percent slopes, eroded--| 8,893 | 1.6

 | | |

 See footnote at end of table.
94 Soil Survey of

Table 2.--Acreage and Proportionate Extent of the Soils--Continued

_______________________________________________________________________________________________________

 | | |

 Map | Soil name | Acres |Percent

symbol | | | _______________________________________________________________________________________________________

 | | |

276B |Humbird fine sandy loam, loamy subsoil, 1 to 6 percent slopes------------| 436 | *

278A |Merrillan fine sandy loam, loamy subsoil, 0 to 3 percent slopes----------| 269 | *

282C |Twinmound fine sand, 6 to 15 percent slopes------------------------------| 1,657 | 0.3

282F |Twinmound fine sand, 15 to 50 percent slopes-----------------------------| 798 | 0.1

313D2 |Plumcreek silt loam, 12 to 20 percent slopes, eroded---------------------| 197 | *

313F |Plumcreek silt loam, 20 to 45 percent slopes-----------------------------| 2,221 | 0.4

316B2 |Ella silt loam, 1 to 6 percent slopes, eroded----------------------------| 10,507 | 1.9

316C2 |Ella silt loam, 6 to 12 percent slopes, eroded---------------------------| 371 | *

318A |Bearpen silt loam, 0 to 3 percent slopes---------------------------------| 3,387 | 0.6

349A |Rib silt loam, valley train, 0 to 2 percent slopes-----------------------| 352 | *

378A |Poskin silt loam, valley train, 0 to 3 percent slopes--------------------| 702 | 0.1

403A |Dakota silt loam, 0 to 3 percent slopes----------------------------------| 2,751 | 0.5

413A |Rasset sandy loam, 0 to 3 percent slopes---------------------------------| 9,559 | 1.7

413B |Rasset sandy loam, 2 to 6 percent slopes---------------------------------| 2,422 | 0.4

416A |Menomin silt loam, 0 to 3 percent slopes---------------------------------| 196 | *

423A |Meridian silt loam, 0 to 3 percent slopes--------------------------------| 1,451 | 0.3

423B2 |Meridian silt loam, 2 to 6 percent slopes, eroded------------------------| 1,120 | 0.2

423C2 |Meridian silt loam, 6 to 12 percent slopes, eroded-----------------------| 10 | *

428A |Shiffer loam, 0 to 3 percent slopes--------------------------------------| 3,134 | 0.6

429A |Lows loam, 0 to 2 percent slopes-----------------------------------------| 8,213 | 1.5

432A |Kevilar sandy loam, 0 to 3 percent slopes--------------------------------| 8,285 | 1.5

432B |Kevilar sandy loam, 2 to 6 percent slopes--------------------------------| 28,996 | 5.2

432C2 |Kevilar sandy loam, 6 to 12 percent slopes, eroded-----------------------| 5,119 | 0.9

432D2 |Kevilar sandy loam, 12 to 20 percent slopes, eroded----------------------| 35 | *

433A |Forkhorn sandy loam, 0 to 3 percent slopes-------------------------------| 5,036 | 0.9

433B |Forkhorn sandy loam, 2 to 6 percent slopes-------------------------------| 5,158 | 0.9

433C2 |Forkhorn sandy loam, 6 to 12 percent slopes, eroded----------------------| 573 | 0.1

433D2 |Forkhorn sandy loam, 12 to 20 percent slopes, eroded---------------------| 16 | *

434B |Bilson sandy loam, 1 to 6 percent slopes---------------------------------| 931 | 0.2

436A |Rusktown sandy loam, 0 to 3 percent slopes-------------------------------| 3,510 | 0.6

438A |Hoopeston sandy loam, 0 to 3 percent slopes------------------------------| 7,646 | 1.4

453A |Burkhardt sandy loam, 0 to 3 percent slopes------------------------------| 781 | 0.1

453B |Burkhardt sandy loam, 2 to 6 percent slopes------------------------------| 1,305 | 0.2

454B |Chetek sandy loam, kame terrace, 2 to 6 percent slopes-------------------| 124 | *

454C2 |Chetek sandy loam, kame terrace, 6 to 12 percent slopes, eroded----------| 832 | 0.2

454D2 |Chetek sandy loam, kame terrace, 12 to 20 percent slopes, eroded---------| 549 | *

454E |Chetek sandy loam, kame terrace, 20 to 35 percent slopes-----------------| 11 | *

468A |Oesterle sandy loam, valley train, 0 to 3 percent slopes-----------------| 527 | *

501A |Finchford loamy sand, 0 to 3 percent slopes------------------------------| 11,426 | 2.1

501B |Finchford loamy sand, 2 to 6 percent slopes------------------------------| 6,862 | 1.2

502B2 |Chelsea fine sand, 2 to 6 percent slopes, eroded-------------------------| 379 | *

502C2 |Chelsea fine sand, 6 to 15 percent slopes, eroded------------------------| 376 | *

506A |Komro loamy sand, 0 to 3 percent slopes----------------------------------| 1,364 | 0.2

508A |Farrington loamy sand, 0 to 3 percent slopes-----------------------------| 1,465 | 0.3

510B |Boplain sand, 0 to 6 percent slopes--------------------------------------| 1,643 | 0.3

510C |Boplain sand, 6 to 15 percent slopes-------------------------------------| 87 | *

511A |Plainfield sand, 0 to 3 percent slopes-----------------------------------| 10,957 | 2.0

511B |Plainfield sand, 2 to 6 percent slopes-----------------------------------| 9,234 | 1.7

511C |Plainfield sand, 6 to 15 percent slopes----------------------------------| 1,962 | 0.4

511F |Plainfield sand, 15 to 60 percent slopes---------------------------------| 5,306 | 1.0

512B |Drammen loamy sand, 1 to 6 percent slopes--------------------------------| 25,159 | 4.6

512C |Drammen loamy sand, 6 to 12 percent slopes-------------------------------| 7,293 | 1.3

512D |Drammen loamy sand, 12 to 20 percent slopes------------------------------| 139 | *

516A |Aldo sand, 0 to 3 percent slopes-----------------------------------------| 4,346 | 0.8

546A |Prissel loamy sand, 0 to 3 percent slopes--------------------------------| 6,731 | 1.2

546B |Prissel loamy sand, 2 to 6 percent slopes--------------------------------| 7,100 | 1.3

546C |Prissel loamy sand, 6 to 15 percent slopes-------------------------------| 323 | *

546F |Prissel loamy sand, 15 to 60 percent slopes------------------------------| 1,389 | 0.3

555A |Fordum silt loam, 0 to 2 percent slopes----------------------------------| 205 | *

561B |Tarr sand, 1 to 6 percent slopes-----------------------------------------| 102 | *

566A |Tint sand, 0 to 3 percent slopes-----------------------------------------| 3 | *

573B |Plainbo sand, sand sheet, 0 to 6 percent slopes--------------------------| 1,160 | 0.2

573C |Plainbo sand, sand sheet, 6 to 15 percent slopes-------------------------| 827 | 0.1

 | | |

 See footnote at end of table.
Dunn County, Wisconsin 95

Table 2.--Acreage and Proportionate Extent of the Soils--Continued

_______________________________________________________________________________________________________

 | | |

 Map | Soil name | Acres |Percent

symbol | | | _______________________________________________________________________________________________________

 | | |

588A |Meehan loamy sand, valley train, 0 to 3 percent slopes-------------------| 2,354 | 0.4

589A |Newson mucky loamy sand, 0 to 2 percent slopes---------------------------| 5,577 | 1.0

601C |Beavercreek cobbly fine sandy loam, 3 to 12 percent slopes---------------| 220 | *

616B |Chaseburg silt loam, 1 to 4 percent slopes-------------------------------| 1,701 | 0.3

619A |Vancecreek silt loam, 0 to 2 percent slopes------------------------------| 2,001 | 0.4

626A |Arenzville silt loam, 0 to 3 percent slopes------------------------------| 3,900 | 0.7

628A |Orion silt loam, 0 to 3 percent slopes-----------------------------------| 6,547 | 1.2

629A |Ettrick silt loam, 0 to 2 percent slopes---------------------------------| 3,311 | 0.6

636A |Quarderer silt loam, 0 to 3 percent slopes-------------------------------| 1,712 | 0.3

646A |Dunnbot fine sandy loam, 0 to 3 percent slopes---------------------------| 7,313 | 1.3

656A |Scotah loamy fine sand, 0 to 3 percent slopes----------------------------| 6,209 | 1.1

766A |Moppet fine sandy loam, 0 to 3 percent slopes----------------------------| 14 | *

804B2 |Arland fine sandy loam, 2 to 6 percent slopes, eroded, dissected---------| 55 | *

804C2 |Arland fine sandy loam, 6 to 12 percent slopes, eroded, dissected--------| 943 | 0.2

804D |Arland fine sandy loam, 12 to 25 percent slopes, dissected---------------| 568 | 0.1

814D2 |Renova silt loam, 12 to 20 percent slopes, eroded, dissected-------------| 86 | *

816B2 |Vlasaty silt loam, 2 to 6 percent slopes, eroded, dissected--------------| 193 | *

816C2 |Vlasaty silt loam, 6 to 12 percent slopes, eroded, dissected-------------| 256 | *

826B2 |Hersey silt loam, 2 to 6 percent slopes, eroded--------------------------| 3,226 | 0.6

826C2 |Hersey silt loam, 6 to 12 percent slopes, eroded-------------------------| 2,870 | 0.5

828B |Vasa silt loam, 1 to 6 percent slopes, dissected-------------------------| 134 | *

836B2 |Spencer silt loam, 2 to 6 percent slopes, eroded, dissected--------------| 6,273 | 1.1

836C2 |Spencer silt loam, 6 to 12 percent slopes, eroded, dissected-------------| 3,188 | 0.6

838B |Almena silt loam, 1 to 6 percent slopes, dissected-----------------------| 598 | 0.1

870B2 |Santiago silt loam, 2 to 6 percent slopes, eroded, dissected-------------| 3,568 | 0.6

870C2 |Santiago silt loam, 6 to 12 percent slopes, eroded, dissected------------| 2,312 | 0.4

875B |Amery sandy loam, 2 to 6 percent slopes, dissected-----------------------| 330 | *

875C2 |Amery sandy loam, 6 to 12 percent slopes, eroded, dissected--------------| 1,056 | 0.2

875D |Amery sandy loam, 12 to 25 percent slopes, dissected---------------------| 631 | 0.1

1125F |Dorerton, very stony-Elbaville complex, 30 to 60 percent slopes----------| 10,968 | 2.0

1145F |Gaphill-Rockbluff complex, 30 to 60 percent slopes-----------------------| 3,061 | 0.6

1224F |Boone-Elevasil complex, 15 to 50 percent slopes--------------------------| 607 | 0.1

1233F |Boone-Tarr sands, 15 to 50 percent slopes--------------------------------| 165 | *

1275F |Hayriver-Twinmound complex, 15 to 50 percent slopes----------------------| 35,449 | 6.4

1648A |Northbend-Ettrick silt loams, 0 to 3 percent slopes----------------------| 1,683 | 0.3

1658A |Algansee-Kalmarville complex, 0 to 3 percent slopes----------------------| 13,637 | 2.5

2002 |Udorthents, earthen dams-------------------------------------------------| 7 | *

2003A |Riverwash----------------------------------------------------------------| 732 | 0.1

2013 |Pits, gravel-------------------------------------------------------------| 703 | 0.1

2014 |Pits, quarry, hard bedrock-----------------------------------------------| 126 | *

2016 |Pits, quarry, soft bedrock-----------------------------------------------| 32 | *

2030 |Udorthents and Udipsamments, cut or fill---------------------------------| 76 | *

2050 |Landfill-----------------------------------------------------------------| 48 | *

M-W |Miscellaneous water------------------------------------------------------| 75 | *

W |Water--------------------------------------------------------------------| 8,557 | 1.5

 | |____________|________

 | Total---------------------------------------------------------------| 552,723 | 100.0

 | | | _______________________________________________________________________________________________________

 * Less than 0.1 percent.

97

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. Climate

information for the survey area is provided, the

estimated yields of the main crops and hay and

pasture plants are listed, the system of land capability

classification used by the Natural Resources

Conservation Service is explained, and prime

farmland is described. Planners of management

systems for individual fields or farms should consider

obtaining specific information from the local office of

the Natural Resources Conservation Service or the

Cooperative Extension Service.

Use and Management of the Soils
98 Soil Survey of

Climate

Table 3 gives data on temperature and precipitation

for the survey area as recorded at Menomonie during

the period from 1961 to 1990. Table 4 shows probable

dates of the first freeze in fall and the last freeze in

spring. Table 5 provides data on length of the growing

season.

In winter, the average temperature is 16.8 degrees

F and the average daily minimum temperature is 6.7

degrees. The lowest temperature on record, which

occurred on February 3, 1996, is -40 degrees. In

summer, the average temperature is 69.7 degrees and

the average daily maximum temperature is 82.4

degrees. The highest temperature, which occurred on

August 2, 1964, is 101 degrees.

Growing degree days are shown in table 3. They

are equivalent to “heat units.” During the month,

growing degree days accumulate by the amount that

the average temperature each day exceeds a base

temperature (50 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 29.29 inches. Of

this total, 18.8 inches, or 64 percent, usually falls in

April through September. The growing season for most

crops falls within this period. The heaviest 1-day

rainfall during the period of record was 4.72 inches on

August 31, 1977. Thunderstorms occur on about 37

days each year, and most occur between May and

August.

The average seasonal snowfall is 41.9 inches. The

greatest snow depth at any one time during the period

of record was 40 inches on February 5, 1971. On an

average, 98 days per year have at least 1 inch of snow

on the ground. The heaviest 1-day snowfall on record

was 11.7 inches on December 19, 1968.

Cropland Management Considerations

The management concerns affecting the use of the

soil map units in the survey area for crops are shown

in table 6. The main concerns in managing

nonirrigated 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
Dunn County, Wisconsin 99

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

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

7 and 8. 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;
100 Soil Survey of

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.

For yields of irrigated crops, it is assumed that the

irrigation system is adapted to the soils and to the

crops grown, that good-quality irrigation water is

uniformly applied as needed, and that tillage is kept to

a minimum.

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 of 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

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
Dunn County, Wisconsin 101

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.

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

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 zone with a wet soil moisture status

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 175,000 acres, or nearly 32 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 9.

This list does not constitute a recommendation for a

particular land use. On some soils included in the

table, measures that overcome limitations are needed.

The need for these measures is indicated in

parentheses after the map unit name. The location of

each map unit is shown on the soil maps. The soil

qualities that affect use and management are

described in the section “Soil Map Unit Descriptions.”

Windbreaks and Environmental Plantings

Windbreaks protect livestock, buildings, and yards

from wind and snow. They also protect fruit trees and

gardens, and they furnish habitat for wildlife. Several

rows of low- and high-growing broadleaf and

coniferous trees and shrubs provide the most

protection.

Field windbreaks are narrow plantings made at right

angles to the prevailing wind and at specific intervals

across the field. The interval depends on the erodibility

of the soil. Field windbreaks protect cropland and

crops from wind, help to keep snow on the fields, and

provide food and cover for wildlife.

Environmental plantings help to beautify and screen

houses and other buildings and to abate noise. The

plants, mostly evergreen shrubs and trees, are closely

spaced. To ensure plant survival, a healthy planting

stock of suitable species should be planted properly

on a well prepared site and maintained in good

condition.

Windbreaks are often planted on land that did not

originally support trees. Knowledge of how trees

perform on such land can be gained only by observing

and recording the performance of trees that have been

planted and have survived. Many popular windbreak

species are not indigenous to the areas in which they

are planted.
102 Soil Survey of

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 10 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 11. Descriptions of the groups are

provided in the “National Forestry Manual,” which is

available in local offices of the Natural Resources

Conservation Service or on the Internet.

Forest Land Management

Information about the hazards and limitations that

should be considered in areas used as forest land are

given in tables 12 through 15.

Forest Land Harvest Equipment

Considerations

Table 12 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 12 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 13 provides information regarding the use of

the soils as haul roads. Haul roads serve as

transportation routes from log landings to primary

roads. Generally, haul roads are unpaved, but some

are graveled.

Considerations shown in the table are as follows:

Slope.—The slope is 8 percent or more.

Flooding.—The soil is frequently flooded.

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
Dunn County, Wisconsin 103

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 14 provides information regarding the use of

the soils as log landings. Log landings are areas

where logs are assembled for transportation. Areas

that require little or no cutting, filling, or surface

preparation are desired.

Considerations shown in the table are as follows:

Slope.—The slope is more than 3 percent.

Flooding.—The soil is occasionally flooded or

frequently flooded.

Wetness.—The soil is somewhat poorly drained,

poorly drained, or very poorly drained or has a

perched zone in which the soil moisture status is wet

(any drainage class).

Surface boulders.—The word “bouldery” is in the

map unit name.

Areas of rock outcrop.—Rock outcrop is a named

component in the map unit.

Susceptible to rutting and wheel slippage (low

strength).—The AASHTO classification is A-6, A-7, or

A-8 in any layer at a depth of 20 inches or less.

Rubbly surface.—The word “rubbly” is in the map

unit name.

Forest Land Site Preparation and Planting

Considerations

Table 15 provides information regarding

considerations affecting site preparation and planting

in areas used as forest land.

Considerations shown in the table are as follows:

Slope.—The upper slope limit is more than 15

percent.

Flooding.—The soil is frequently flooded.

Wetness.—The soil is somewhat poorly drained,

poorly drained, or very poorly drained or has a

perched zone in which the soil moisture status is wet

(any drainage class).

Depth to hard rock.—The depth to hard bedrock is

less than 20 inches.

Surface stones.—The word “stony” is in the map

unit name.

Surface boulders.—The word “bouldery” is in the

map unit name.

Areas of rock outcrop.—Rock outcrop is a named

component in the map unit.

Water erosion.—The slope is 8 percent or more.

Potential poor tilth and compaction.—The AASHTO

classification is A-6 or A-7 in the upper 10 inches.

Rubbly surface.—The word “rubbly” is in the map

unit name.

Cobbly surface.—The word “cobbly” is in the map

unit name.

Forest Habitat Types

John Kotar, senior scientist, Department of Forestry, University

of Wisconsin-Madison, helped prepare this section.

Modern forest management requires site

classification that is based on ecological principles. It

is not adequate to simply provide information on the

trees that are suitable for planting on a particular soil

map unit. Most trees can grow on a wide range of soils

under intensive management. Intensive management

is costly, however, and in the U.S. is practiced only

under special conditions. Also, other natural attributes

of forests, such as wildlife (including nongame

species), recreation, esthetics, and biodiversity, are

becoming increasingly more important.

Classifying sites or landscape units according to

their biological potential helps to address these

concerns. Such classification should be in terms of

potential vegetation, which includes all plant species,

and not only in terms of productivity of the

commercially important tree species. Such a system,

known as the Habitat Type Classification System, has

been developed for Wisconsin’s forests and is in wide

use by forest managers. The forest habitat types of

Dunn County are derived from both Zone 1 of “A

Guide to Forest Communities and Habitat Types of

Northern Wisconsin” (Kotar, Kovach, and Burger,

2002) and Zone 6 of “A Guide to Forest Communities

and Habitat Types of Central and Southern Wisconsin”

(Kotar and Burger, 1996).

A habitat type is any land unit that is capable of

supporting a particular type of climax plant community.

Habitat types are identified by the presence of groups

of so-called diagnostic species. The fully developed

climax association need not be present for habitat type

identification.

Although soil map units do not coincide exactly with

habitat types, there are strong correlations between

them. Therefore, habitat types can provide valuable

interpretation of soil map units for forest resource

management.

The field guides provide the following information:

(1) Keys to habitat identification, based on presence

and absence of diagnostic understory species; (2) a

description of each habitat type in terms of understory
104 Soil Survey of

species composition, prevalent forest cover types

(successional stages), and expected successional

trends; and (3) a summary of management

implications of each habitat type. This summary, in

combination with various tables and diagrams,

identifies species best suited for management on a

particular habitat type. This information takes into

account the potential influence of competing

vegetation as well as the inherent site capability. A

short summary of principal ecological characteristics

of selected tree species is included in the guides. The

nature of forest vegetation of central and southern

Wisconsin differs considerably from that in the north.

In many areas, forests have been under continuous

disturbance since, and even prior to, Euro-American

settlement. Disturbance included fires, grazing and

other uses, and logging. For these reasons the

application of the classification to specific sites can be

difficult, particularly the use of the identification keys in

the field guide. As much floristic and descriptive

information as possible was included, however, so that

users should be able to interpret the major

management implications of most communities and

sites.

Not every community and site type is included in

these classifications. The habitat types described are

based on stands or woodlots that had acceptable

conditions for sampling. For example, recently grazed

or otherwise disturbed stands or low-density stands

were not sampled. In some areas, the most productive

soils are used entirely for agriculture and no forest was

available for sampling. Particularly lacking were

communities on the poorest sites, such as steep

slopes and ridges with shallow soils, because these

sites tend to be the most disturbed. Some of the

habitat types that are described in this survey may not

have been sampled in Dunn County.

Habitat types have been determined for most of the

soils in Dunn County. Presently, habitat types have not

been developed for the poorly drained (Npd) and very

poorly drained (Nvpd) soils or the moderately well

drained and somewhat poorly drained soils that are

subject to occasional or frequent flooding (Nfld). The

vegetation on many of the very poorly drained soils,

such as Markey soils, consists of grasses, sedges,

and brush and only a few patches of poorly formed

trees. The soils that are subject to occasional or

frequent flooding, such as Orion and Algansee soils,

commonly are forested, but sufficient information for

placing them in a habitat type classification is not

available at this time. Other miscellaneous areas

(Nma) that are not commonly forested or for which

there is not sufficient information are not assigned a

habitat type classification.

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.

Habitat types for the soil map units in the county are

shown in table 16. The following paragraphs briefly

describe the habitat types that have been assigned to

the soils in the county. The types are listed generally in

order from the poorest and least productive to the

most productive.

PVGy—Pinus strobus/Vaccinium-Gaylussacia

(White pine/Blueberry-Huckleberry). Similar

habitat types include PVCr and PVHa. The

landform in areas of PVGy consists of nearly level

sand plains with sandstone buttes. The soils are

sand or loamy sand and are typically more than 3

or 4 feet deep. They are well drained to

excessively drained. Examples are Tarr and

Boone soils. The moisture regime is very dry or

dry. The nutrient regime is poor. This type is

typically on flats and the lower slopes. On the

steep upper slopes, on south-southwest aspects,

and on narrow ridges, a xeric subtype is

recognized. No plants consistently reflect these

xeric conditions, but tree growth is strongly limited

in these areas.

Common forest cover types: These include various

mixtures of jack pine, red pine, white pine, pin oak,

black oak, and white oak. Pines exhibit normal

growth, but oaks attain only small stature and poor

form. Red maple occurs mainly as saplings. In the

literature, these communities are commonly

referred to as pine and oak barrens.

Shrub and small tree layer: This layer is absent or

poorly developed, except for huckleberry.

Serviceberry, black cherry, blackberries, and

raspberries are common but make up low

coverage. Red maple and black cherry are

commonly dominant.

Ground flora characteristics: Except for bracken fern,

herbs are largely absent or are only sparsely

distributed. The most common species are

common milkweed, whorled loose strife, and wild

lily-of-the-valley. Other species include wild

sarsaparilla, false Solomon’s seal, and starflower.

Because only the species that are most tolerant of

drought and low-nutrient conditions occur on the

most extreme end of this gradient, plants cannot

be used to further distinguish between “normal”

and even more xeric sites. Therefore, when
Dunn County, Wisconsin 105

vegetation keys out to PVGy on steep upper

slopes, south-southwest aspects, or narrow

ridges, the site must be considered as a xeric

subtype of PVGy.

Disturbance and succession: All tree species

occurring on this type are adapted to fire

disturbance. In the absence of fire, white pine

appears to be best suited for reproduction in the

understory and could be expected to dominate

undisturbed stands. It is not yet very abundant in

present stands, but where a seed source is

present it shows vigorous development in the

seedling and sapling layers. White oak also

appears to regenerate well enough to remain as a

permanent associate. Red pine, jack pine, and

black oak would become less common. Red

maple and black cherry are typically well

represented in the sapling layer but attain only

small tree size on this type and can be expected

to persist as understory associates.

PVHa—Pinus/Vaccinium-Hamamelis (White

pine/Blueberry-Witch hazel). Similar habitat types

include PVRh and PVGy. The PVHa habitat type is

represented by two different types of substrate.

The first consists of sandy to clayey loams over

shaly sandstone. Bedrock is typically within a

depth of 3 or 4 feet. A moist or mottled layer is

common in the lower part of the C horizon. The

second substrate consists of loamy sand (shalyclay in places) typically more than 4 feet deep.

There is a pronounced increase in moisture

content in the lower strata. Both conditions are

classified in a dry moisture regime and in a poor

or medium nutrient regime.

Common forest cover types: Composition is similar to

that of PVRh. White pine, red maple, and pin oak

are most common, but white oak, red oak, and

aspen also occur. The quality of stands varies

greatly, reflecting differences in past use, but all of

these species show good growth in some stands.

Shrub and small tree layer: This layer is generally not

dense. In terms of constancy values, the following

species are most common: serviceberry,

huckleberry, mapleleaf viburnum, black cherry,

blackberries, raspberries, witch hazel, and beaked

hazel. Although their constancies are only

moderate, mapleleaf viburnum and especially

witch hazel are strong indicators of PVHa. Some

stands on ridges, in areas of shallow soils, or on

other extreme xeric sites may key out to PVHa by

virtue of the presence of mapleleaf viburnum (but

not witch hazel). Such sites most likely represent a

xeric subtype of PVGy.

Ground flora characteristics: With the exception of

bracken fern and wild sarsaparilla, herbs do not

have high coverage. Other common species are

blueberries, wintergreen, sessile bellwort, and

bigleaf aster. There is a sporadic occurrence of

some species that more strongly characterize the

PVRh type. These include starflower, swamp

dewberry, partridgeberry, and winterberry.

Disturbance and succession: White pine is

regenerating in all cover types if a seed source is

present. This species is therefore considered as a

potential permanent and dominant component of

any forest type. Red maple is probably the

strongest potential associate, but only in the

secondary canopy layer. White oak and red oak

are likely to decrease in importance if there is no

large-scale disturbance.

PArVAm—Pinus-Acer rubrum/VacciniumAmphicarpa (Pinus strobus-Acer

rubrum/Vaccinium angustifolium-Amphicarpa

bracteata) (White pine-Red maple/BlueberriesHog peanut). This habitat type is associated

primarily with outwash areas but also occurs on

lake plains and moraines where water-worked

sands have accumulated. It occurs primarily on

somewhat excessively drained or excessively

drained loamy sands and sands, but the drainage

class can range to moderately well drained. The

moisture regime is dry or dry-mesic, and the

nutrient regime is poor or medium.

Common forest cover types: Aspen is the best

represented cover type. Common associates in

aspen stands are jack pine, red pine, white pine,

red oak, pin oak, bur oak, white oak, white birch,

and red maple. Stands composed of mixtures of

any of these species also occur.

Shrub and small tree layer: This layer typically is well

developed. Hazel is typically the dominant shrub.

Other well represented species include juneberry,

bush honeysuckle, blueberries, and blackberries.

Ground flora characteristics: Bracken fern and bigleaf

aster typically are the dominant herbs. Other

common but less abundant species include hog

peanut, wild lily of-the-valley, wild sarsaparilla,

false Solomon’s seal, northern bedstraw, and

small-flowered bellwort.

Management implications: This habitat type is suitable

for management of all early successional species

occurring in this region. White pine is the most

stable forest type and was the principal species of

the old growth stands. The frequency of residual

white pines and the natural reproduction of pine

are the highest on this habitat type in Region 1.
106 Soil Survey of

Mixtures of oaks also represent a high percentage

of present stands on this habitat type. If oak

management is desirable for either forestry or

wildlife purposes, it is important to note that four

species of oak commonly occur on this type—pin

oak, bur oak, white oak, and red oak. Because

each of these species has different regeneration

requirements, many strategies may be possible for

maintaining an oak cover type. However, for

optimal oak production, habitat types of group 3

(dry-mesic) offer higher potentials. This type is

particularly suitable for management of pines (such

as jack pine, red pine, and white pine) because

growth potentials are high and competition pressure

from shade-tolerant hardwoods is relatively low.

Aspen and white birch are productive and can be

considered for timber and wildlife benefits.

Management of mesic hardwoods is not

recommended on this type, even though these

hardwoods can occur here as invaders.

Disturbance and succession: Most tree species

commonly occurring on this habitat type are

adapted to fire disturbance. Jack pine, red pine,

aspen, white birch, and, to a lesser degree, red

oak are dependent on fire for regeneration.

Historically, pure and mixed stands of pines were

most prevalent. In particular, white pine was well

represented. Red oak and red maple were

common associates. Aspen stands were less

common than they are today. On this habitat type,

white pine is not dependent on fire for

regeneration because it is sufficiently shade

tolerant to regenerate in the understory of most

communities that typically develop. Many current

stands are dominated by red oak and red maple

because a white pine seed source has been

eliminated through logging and fires in the past.

Red maple and red oak do not compete with white

pine in the main canopy layer, but they constitute a

second canopy layer.

PVCr—Pinus strobus/Vaccinium-Cornus racemosa

(White pine/Blueberry-Gray dogwood). Similar

habitat types include PVGy and PVHa. The PVCr

habitat type occurs in areas of rolling to hilly

topography with sandstone outcrops. The soils are

loam or silt loam. They are shallow over either

deep sand or bedrock. The moisture regime is dry,

and the nutrient regime is medium.

Common forest cover types: Mixtures of white oak,

black oak, pin oak, and white pine are most

common. Jack pine occurs in many stands. Red

oak is generally absent. Red maple is common

and grows better on this habitat type than it does

on PVGy but less well than on ArDe-V. Black

cherry occurs in most stands as saplings but does

not develop well into larger sizes.

Shrub and small tree layer: This layer is much better

represented on this type than it is on PVGy. Most

diagnostic in this respect are gray dogwood and

chokecherry. Black cherry is also better

represented on PVCr than on other types. Other

important species are blackberries, raspberries,

hazel, and serviceberry.

Ground flora characteristics: The herbaceous layer is

poorly developed on this type. A few species are

better represented on this type than they are on

the PGy and are useful for identification. These

are wild sarsaparilla, true Solomon’s seal, and

Virginia creeper.

Disturbance and succession: All tree species

occurring on this type are adapted to fire

disturbance. The relative frequency and intensity

of fire probably controlled community composition

in presettlement time. There is no evidence to

suggest that in the absence of fire the same

species, with the exception of jack pine, could not

maintain themselves on this type. White pine,

because of its much larger stature and longer life

span than other species, is presumed to be a

potential dominant species.

PVRh—Pinus strobus/Vaccinium-Rubus hispidus

(White pine/Blueberry-Dewberry). Similar habitat

types include PVGy and PVHa. The PVRh habitat

type occurs in areas of nearly level sand plains

with sandstone buttes. The topography and soil

textures are similar to those described for PVGy,

but the ground-water influence is near the surface

in areas of PVRh (typically within a depth of 3

feet). In spite of the ground-water influence, the

vegetation on these sandy soils is decidedly

xerophytic. The moisture regime of the PVRh type

is dry-mesic, and the nutrient regime is poor.

Common forest cover types: White pine, red maple,

and pin oak, in various mixtures, are the most

common dominant species in current stands.

White oak and jack pine are common associates.

Red oak generally does not occur.

Shrub and small tree layer: This layer is generally

absent or is only poorly developed. Huckleberry is

common, but other species have low coverage.

Those with high constancy are black cherry,

serviceberry, and winterberry (Ilex). Winterberry is

best represented on this type. Conspicuously rare

are gray dogwood, chokecherry, and hazel. All of

these species are typically well represented on

dry and dry-mesic sites.

Ground flora characteristics: Several species with

moderate individual constancy values readily
Dunn County, Wisconsin 107

distinguish this type from other types in this

region. These species include partridgeberry,

swamp dewberry, starflower, ground pine

(Lycopodium obscurum), goldthread, bunchberry,

and yellow beadlily. They are characteristic

members of northern forests and are rarely found

in southern habitat types. Cinnamon fern

dominates the herb layer in places, especially

where ground water is near the surface.

Disturbance and succession: Records of

presettlement conditions show white pine as the

dominant species on this habitat type. Red maple

and pin oak were probably always present, but

they assumed dominance after white pine was

logged off. Since then, the white pine seed source

has slowly increased, and white pine regeneration

is now common in many stands.

AVDe—Acer saccharum/Vaccinium angustifoliumDesmodium glutinosum (Sugar

maple/Blueberry-Pointed-leaf tick trefoil). This

habitat type is associated primarily with end

moraines or recessional moraines, but it also

occurs in outwash areas and on coarse, rolling

ground moraines. The soils are primarily well

drained sandy loams and loamy sands. The

moisture regime is dry-mesic. The nutrient regime

is medium.

Common forest cover types: Stands dominated by

aspen, red oak, white oak, or red maple are

common. Sugar maple is also common in many

areas and will probably increase in the future.

Additional associates include white pine, white

birch, and basswood.

Shrub and small tree layer: This layer typically is

moderately well developed and characterized by a

diversity of species. Mapleleaf viburnum and hazel

are typically best represented. Other common

species with lower coverages are blueberries,

bush honeysuckle, blackberries, and alternateleaved dogwood.

Ground flora characteristics: Bracken fern and largeleaved aster typically are the dominant herbs.

Other well represented species include wild

sarsaparilla, hog peanut, early meadowrue,

interrupted fern, pointed-leaf tick trefoil, false

Solomon’s seal, and sessile bellwort.

Management implications: This type is suitable for

management of most early successional species

for fiber, wildlife, or other purposes. Stands of red

oak and white oak are common, and regeneration

potential appears to be high. Although sugar

maple, basswood, and ironwood occur in areas of

this habitat type, they do not grow well enough to

compete with the oaks. However, seedlings and

saplings of these species, together with several

shrub species, contribute to the vertical structure

of the stands. Such structure is considered

desirable for wildlife. This habitat type offers some

of the best opportunities for enhancement of

vegetation structure and diversity.

Disturbance and succession: This habitat type typically

represents conditions where the soils marginally

support sugar maple but where historically fire

also played an important role. White pine was a

prominent species in many presettlement forests.

Current stands typically are dominated by red oak,

white oak, red maple, or aspen, but reinvasion of

white pine is occurring where a seed source is

present. In the absence of disturbance or

management, however, shade-tolerant mesic

species are likely to dominate future stands.

ArDe-V—Acer rubrum/Desmodium (Vaccinium)

(Red maple/Pointed-leaf tick trefoil-Blueberry

variant). Similar habitat types include PVCr. Areas

of the ArDe-V habitat type are characterized by

rolling to hilly topography and sandstone or

dolomitic bedrock. The soils are sandy loam or

loam. Hixton loam is an example. This habitat type

represents a distinct transition between dry and

dry-mesic sites.

Major forest cover types: White oak and red maple are

the most common dominants in stands that were

sampled, but red oak occurs in some areas. Pin

oak and black oak are much less common than

they are on the PVCr type. White pine is common.

Shrub and small tree layer: This layer is generally well

represented. The major species, in decreasing

order of average coverage, are hazel, blackberries

and raspberries, serviceberry, black cherry, gray

dogwood, and bush honeysuckle. Red maple

saplings commonly dominate this layer.

Ground flora characteristics: The number of species

and the total herb coverage are higher than on

other dry habitat types of this region. Blueberry

occurs here with small coverage and helps to

distinguish ArDe-V from ArCi and other dry-mesic

and mesic types. The species that best

distinguishes this type from drier types is pointedleaf tick trefoil. Other diagnostic species with lower

constancies are sweet cicely, wild geranium, and

hog peanut. The best represented species are

bracken fern, bigleaf aster, tick trefoil, wild

sarsaparilla, and Virginia creeper.

Disturbance and succession: The pattern of

presettlement fires favored the development of

oak communities. Red oak is not reproducing

adequately in current stands, even where it is

dominant in the overstory. White oak, however,
108 Soil Survey of

shows some ability to persist. The most

successfully reproducing species is red maple.

Based on understory composition and soil

characteristics, it appears that sugar maple is not

a potential climax dominant on this type. Red

maple is the most shade-tolerant species that is

well adapted to these sites and is presumed to

occur as a climax species. White pine could

possibly become a permanent member of

communities on this type if it can be established

as a seed source. The competitive relationship

between white pine and red maple on this type

has not been established; however, it appears that

under a disturbance regime of moderate fire

frequency, the two species would coexist.

AArVb—Acer saccharum-Acer rubrum/Viburnum

acerifolium (Sugar maple-red maple/mapleleaf

viburnum). Similar habitat types include ArDe-V.

The AArVb type occurs on the outwash terraces

(valley trains) of major rivers in this region, where

a layer of loam or silt loam covers sand and gravel.

The habitat type may also occur on moraines in

areas where these soils occur. The moisture

regime is dry-mesic, and the nutrient regime is

medium.

Major forest cover types: Areas of this habitat type are

dominantly used as cropland, and a limited

number of sites are available for sampling. Only

seven stands were sampled. They are dominated

by red oak and white oak, but red maple and

sugar maple also occur.

Shrub and small tree layer: Most characteristic is

mapleleaf viburnum. Other species, in order of

decreasing average coverage, are hazel, black

cherry, chokecherry, fly honeysuckle, and bush

honeysuckle, but ironwood and red maple

dominate this layer in many areas.

Ground flora characteristics: Species of dry-mesic

habitats, such as mapleleaf viburnum, hazel,

bigleaf aster, wild sarsaparilla, pointed-leaf tick

trefoil, and bracken fern, are dominant. The

presence of blueberry (72 percent constancy) is

also noteworthy because it underscores the trend

toward a drier site type.

Disturbance and succession: Maps of presettlement

vegetation show a complex pattern in the area

where this habitat type was identified. Oak, pine,

prairie, and maple-basswood communities

occurred. It is clear that fire has played a major

role. In the absence of fire, oak stands readily

succeed to either red maple or sugar maple. It

appears that sugar maple is not outcompeting red

maple on this type; therefore, both species are

included in the habitat type name.

AAt—Acer saccharum/Athyrium filix-femina (Sugar

maple/Lady fern). This habitat type is associated

predominantly with moraines and loess deposits. It

occurs primarily in areas of well drained and

moderately well drained loam, silt loam, and sandy

loam. The moisture regime is dry-mesic, and the

nutrient regime is medium or rich.

Common forest cover types: Stands dominated by red

oak, white oak, red maple, sugar maple, and

aspen are most common. White pine, basswood,

white ash, and white birch are common

associates.

Shrub and small tree layer: This layer typically is

moderately well developed. The best represented

species are mapleleaf viburnum, hazel, and

alternate-leaved dogwood.

Ground flora characteristics: Large-leaved aster is the

best represented herb. Bracken fern is abundant in

some areas, but it is considerably less important

in areas of this habitat type than it is on drier

habitat types. Other common species are sweet

cicely, trillium, early meadowrue, hog peanut, wild

sarsaparilla, sessile bellwort, starflower, tick trefoil,

wild geranium, interrupted fern, and lady fern.

Management implications: Together with ACaCi, this is

the principal habitat type in Region 1 for effective

hardwood management. It differs considerably

from the related types in other regions by the

complete absence of hemlock and yellow birch

and by a strong representation of red oak and red

maple in early and mid-successional stands.

Potential for oak management is high. Aspen and

white birch also demonstrate excellent growth and

vigor. Mesic hardwoods (sugar maple, red maple,

basswood, and white ash) offer another

alternative. Although this is not an optimal habitat

type, potential growth and quality are good.

Disturbance and succession: This habitat type

represents conditions where soils support shadetolerant mesic hardwoods, such as sugar maple,

basswood, and yellow birch. Historically, there was

sufficient windthrow and fire disturbance to

maintain significant presence of white pine, oaks,

and other less shade-tolerant species. White pine

does not typically occur today, but stands

dominated by oak are relatively common. In the

absence of disturbance or management, however,

shade-tolerant mesic hardwoods are likely to

dominate future stands.

ArCi and ArCi-Ph—Acer rubrum/Circaea and Acer

rubrum/Circaea (Phryma) (Red

maple/Enchanters nightshade and Red

maple/Enchanters nightshade-Lopseed variant).

Similar habitat types include ATiDe and ATiDe(Pr).
Dunn County, Wisconsin 109

The ArCi and ArCi-Ph types occur in areas of

rolling to hilly sandstone and dolostone terrain.

ArCi is commonly in areas that have a thin mantle

of silt loam or in areas of loamy soils. ArCi-Ph is in

areas where the soils have a thicker mantle of silt

loam. The moisture regime for both types is drymesic, and the nutrient regime is medium or rich.

Major forest cover types: Red oak, white oak, and red

maple, in relatively pure stands or in mixtures, are

most common. Mesic hardwoods (sugar maple,

basswood, or white ash) or shagbark hickory

occurs in some stands on the ArCi-Ph type.

Shrub and small tree layer: This layer is typically well

developed. The principal species, in descending

order of average coverage, are blackberry/

raspberry, hazel, gooseberry, gray dogwood,

serviceberry, and chokecherry, but red maple and

black cherry saplings commonly dominate this

layer.

Ground flora characteristics: Both types are

distinguished from drier types of this region by the

general absence of blueberry and huckleberry.

Similarly, they are distinguished from the mesic

types by a general lack of the blue cohosh

ecological species group (see ATiCa type). The

most characteristic species are nightshade,

Virginia creeper, sweet cicely, wild geranium, and

gooseberries. ArCi-Ph is generally distinguishable

from ArCi by the presence of lopseed (Phryma).

Other floristic differences between the two variants

are subtle. ArCi supports several species of

predominantly northern distribution, and ArCi-Ph

supports many species of predominantly southern

distribution.

Disturbance and succession: The climax nature of

these two community types has not been

adequately studied. The soils do not appear to be

different from those that support shade-tolerant

mesic species in other parts of the region.

However, these species are generally not found in

these community types, and red maple is

presently the most common species capable of

reproducing in present oak stands. For these

reasons, these types are referred to as community

types rather than habitat types, and red maple can

perhaps be viewed as a pseudo-climax species

until a sugar maple seed source again becomes

common on sites where fire once controlled

community dynamics.

ACaCi—Acer saccharum/Caulophyllum

thalictroides-Circaea spp. (Sugar maple/Blue

cohosh-Enchanter’s nightshade). This type is

associated predominantly with moraines and loess

deposits. It typically occurs in areas of well drained

or moderately well drained silt loams, but it also

occurs in areas of loams and sandy loams. The

moisture regime is mesic or dry-mesic. The

nutrient regime is rich or very rich.

Common forest cover types: Stands dominated by

aspen, red oak, white oak, and sugar maple are

most common. Common associates are red

maple, white birch, black cherry, basswood, and

white ash. Less common associates include

bitternut hickory and butternut.

Shrub and small tree layer: This layer is not well

developed. Most frequently occurring are

gooseberries and blackberries. Other species with

low frequency of occurrence include hazel,

mapleleaf viburnum, and alternate-leaved

dogwood.

Ground flora characteristics: The herb layer is well

developed and characterized by a rich diversity of

species. The best represented species include

large-leaved aster, wild geranium, early meadowrue,

sweet cicely, and downy/smooth yellow violet. Other

common species include enchanter’s nightshade,

false Solomon’s seal, zig-zag goldenrod, sessile

bellwort, wood anemone, hog peanut, Virginia

creeper, blue cohosh, and bloodroot.

Management implications: This habitat type is well

suited to the management of northern hardwoods.

It is important to note, however, that although

sugar maple is the most shade-tolerant species

occurring on this type, its competitive advantage

does not appear to be sufficient to completely

dominate mature stands as it does on the mesic

habitat types in other regions. Many current

stands are dominated by other hardwood species

(red oak, white oak, basswood, or red maple), and

sugar maple represents only a small percentage

of the total composition. For this reason, ACaCi

offers the best opportunity for management of

northern hardwoods where species other than

sugar maple can be favored. Aggressive practices

are necessary to control maple competition and

facilitate the establishment of mid-tolerant species.

Disturbance and succession: This habitat type

represents conditions where soils support near

optimal growth of, and therefore intense

competition by, shade-tolerant mesic hardwoods,

primarily sugar maple, red maple, and basswood.

Other less shade-tolerant species (white ash, red

oak, and white oak) also grow exceptionally well,

but in the absence of major disturbance, their

regeneration is limited to canopy gaps. Historically,

fire was an important disturbance factor in this

region and maintained a significant presence of
110 Soil Survey of

oak and white pine. In the absence of disturbance,

however, stands dominated by intolerant and midtolerant species readily succeed to sugar maple,

red maple, and basswood wherever seed sources

exist. The longer the period without major

disturbance, the stronger the dominance of sugar

maple.

ASaI—Acer/Sanguinaria-Impatiens (Sugar

maple/Bloodroot-Jewelweed). This type is

associated predominantly with moraines and loess

deposits. It occurs in areas of somewhat poorly

drained loams. The moisture regime is mesic or

wet-mesic, and the nutrient regime is rich.

Common forest cover types: Stands dominated by

aspen and red maple are most common. Principal

associates are basswood, white birch, red oak,

white oak, and bur oak. Sugar maple is not well

represented in most stands, but regeneration can

occur.

Shrub and small tree layer: This layer typically is

poorly developed. Only gooseberries commonly

occur.

Ground flora characteristics: The herb layer is well

developed and characterized by a diversity of

species. Ferns typically are well represented. The

best represented species are jewelweed, early

meadowrue, lady fern, interrupted fern,

maidenhair fern, sensitive fern, large-leaved aster,

hog peanut, wild geranium, Virginia creeper, and

sweet cicely.

Management implications: This type is similar to the

ACaCi habitat type. It is strongly associated with

silt loams and is commonly subject to a perched

seasonal high water table. These factors have a

strong influence on productivity and site

operability. The soils are among the richest in soil

nutrients, and yet they typically support hardwood

stands of only moderate yield and poor tree form.

There is evidence that heavy cutting on such soils

may cause a rise in the water table because of

reduced transpiration. This condition can result in

“swamping” of a site. Some seasonal restrictions

on logging may be necessary on such sites.

Disturbance and succession: This habitat type

represents conditions where soils support growth

of many native mesic hardwoods (sugar maple,

red maple, basswood, and white ash). Red maple

advance reproduction is most abundant. Black ash

and green ash are common. The somewhat poorly

drained conditions are less than optimal for sugar

maple, but because of its strong shade tolerance,

this species remains the primary competitor in late

successional stands. Forest dynamics on this

habitat type are similar to those described for

ACaCi, but windthrow frequency may be higher

here because of the wetter soils. The longer the

period without major disturbance, the stronger the

dominance of sugar maple.

ATiCa-La and ATiSa-De—Acer-Tilia/Caulophyllum

(Laportea) and Acer-Tilia/Sanguinaria

(Desmodium) (Sugar maple-Basswood/Blue

cohosh-Wood nettle variant and Sugar mapleBasswood/Bloodroot-Pointed-leaf tick trefoil

variant). Similar habitat types include ACaCi

(Region 2, northern). These habitat types occur in

areas of moderately deep to very deep loess or

silty slope alluvium over clay, till, or colluvial

subsoil on glaciated bedrock-controlled

landscapes (ground moraines). ATiCa-La is most

common on gentle slopes, flats, or broad summits

in areas of deep soils, mainly on north and east

aspects. ATiSa-De is typically on the steeper

slopes on south and west aspects. The moisture

regime is mesic, and the nutrient regime is very

rich.

Common forest cover types: Both types are typically

dominated by sugar maple and basswood. Red

oak and bitternut hickory are common associates.

White oak, ironwood, and red maple are more

common on ATiSa-De than on ATiCa-La. White

ash is rare on these types in comparison with

mesic forests in other regions.

Shrub and small tree layer: The shrub layer is not well

developed on either of these two variants when

the tree canopy is closed. The most common

species are gooseberry, chokecherry, and

alternate-leaved dogwood. Ironwood is commonly

abundant in areas of the ATiSa-De type.

Ground flora characteristics: The mesic-rich site

species group is well represented in both variants,

although total herb coverage tends to be low. The

most characteristic species are bloodroot, blue

cohosh, sharp-lobed hepatica, wild ginger, and

trillium. Wood nettle was found on about half of the

study stands on the ATiCa-La type, but coverages

were high (10 to 20 percent). Pointed-leaf tick

trefoil, wild geranium, bigleaf aster, black

snakeroot, green briar, and zig-zag goldenrod are

better represented in areas of the ATiSa-De type.

Disturbance and succession: In presettlement time,

the area described here was dominated by sugar

maple-basswood forest and was surrounded by

oak openings, oak savanna, or prairie. There are

no consistent soil differences among these

presettlement vegetation types that might account

for the variation. Fire history appears to be the

primary cause. Maple-basswood forests appear to

be stable on these habitat types. Stands
Dunn County, Wisconsin 111

dominated by any other species, especially oaks,

are also being replaced by maple-basswood

wherever adequate seed sources exist.

Recreation

The soils of the survey area are rated in tables 17a

and 17b 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 17a and 17b can be

supplemented by other information in this survey, for

example, interpretations for building site development,

construction materials, sanitary facilities, and water

management.

Camp areas require site preparation, such as

shaping and leveling the tent and parking areas,

stabilizing roads and intensively used areas, and

installing sanitary facilities and utility lines. Camp

areas are subject to heavy foot traffic and some

vehicular traffic. The ratings are based on the soil

properties that affect the ease of developing camp

areas and the performance of the areas after

development. Slope, stoniness, and depth to bedrock

or a cemented pan are the main concerns affecting

the development of camp areas. The soil properties

that affect the performance of the areas after

development are those that influence trafficability and

promote the growth of vegetation, especially in heavily

used areas. For good trafficability, the surface of camp

areas should absorb rainfall readily, remain firm under

heavy foot traffic, and not be dusty when dry. The soil

properties that influence trafficability are texture of the

surface layer, depth to a zone in which the soil

moisture status is wet, ponding, flooding, permeability,

and large stones. The soil properties that affect the

growth of plants are depth to bedrock or a cemented

pan, permeability, and toxic substances in the soil.

Picnic areas are subject to heavy foot traffic. Most

vehicular traffic is confined to access roads and

parking areas. The ratings are based on the soil

properties that affect the ease of developing picnic

areas and that influence trafficability and the growth

of vegetation after development. Slope and stoniness

are the main concerns affecting the development of

picnic areas. For good trafficability, the surface of

picnic areas should absorb rainfall readily, remain firm

under heavy foot traffic, and not be dusty when dry.

The soil properties that influence trafficability are

texture of the surface layer, depth to a zone in which

the soil moisture status is wet, ponding, flooding,

permeability, and large stones. The soil properties that

affect the growth of plants are depth to bedrock or a

cemented pan, permeability, and toxic substances in

the soil.

Playgrounds require soils that are nearly level, are

free of stones, and can withstand intensive foot traffic.

The ratings are based on the soil properties that affect

the ease of developing playgrounds and that influence

trafficability and the growth of vegetation after

development. Slope and stoniness are the main

concerns affecting the development of playgrounds.

For good trafficability, the surface of the playgrounds

should absorb rainfall readily, remain firm under heavy

foot traffic, and not be dusty when dry. The soil

properties that influence trafficability are texture of the

surface layer, depth to a zone in which the soil

moisture status is wet, ponding, flooding, permeability,

and large stones. The soil properties that affect the
112 Soil Survey of

growth of plants are depth to bedrock or a cemented

pan, permeability, and toxic substances in the soil.

Paths and trails for hiking and horseback riding

should require little or no slope modification through

cutting and filling. The ratings are based on the soil

properties 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 18, the soils in the survey area are rated

according to their potential for providing habitat for

various kinds of wildlife. This information can be used

in planning parks, wildlife refuges, nature study areas,

and other developments for wildlife; in selecting soils

that are suitable for establishing, improving, or

maintaining specific elements of wildlife habitat; and in

determining the intensity of management needed for

each element of the habitat.

The potential of the soil is rated good, fair, poor, or

very poor. A rating of good indicates that the element

or kind of habitat is easily established, improved, or

maintained. Few or no limitations affect management,

and satisfactory results can be expected. A rating of

fair indicates that the element or kind of habitat can be

established, improved, or maintained in most places.

Moderately intensive management is required for

satisfactory results. A rating of poor indicates that

limitations are severe for the designated element or

kind of habitat. Habitat can be created, improved, or

maintained in most places, but management is difficult

and must be intensive. A rating of very poor indicates

that restrictions for the element or kind of habitat are

very severe and that unsatisfactory results can be

expected. Creating, improving, or maintaining habitat

is impractical or impossible.

The elements of wildlife habitat are described in the

following paragraphs.

Grain and seed crops are domestic grains and

seed-producing herbaceous plants. Soil properties

and features that affect the growth of grain and seed

crops are depth of the root zone, texture of the surface

layer, available water capacity, wetness, slope, surface

stoniness, and flooding. Soil temperature and soil

moisture also are considerations. Examples of grain

and seed crops are corn, soybeans, wheat, oats, and

barley.

Grasses and legumes are domestic perennial

grasses and herbaceous legumes. Soil properties and

features that affect the growth of grasses and legumes

are depth 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, and wheatgrass.

Wild herbaceous plants are native or naturally

established grasses and forbs, including weeds. Soil

properties and features that affect the growth of these

plants are depth of the root zone, texture of the

surface layer, available water capacity, wetness,

surface stoniness, and flooding. Soil temperature and

soil moisture also are considerations. Examples of wild

herbaceous plants are bluestems, indiangrass,

blueberry, goldenrod, lambsquarters, dandelions,

blackberry, ragweed, and wheatgrass.

Hardwood trees and woody understory produce

nuts or other fruit, buds, catkins, twigs, bark, and

foliage. Soil properties and features that affect the
Dunn County, Wisconsin 113

growth of hardwood trees and shrubs are depth of the

root zone, available water capacity, and wetness.

Examples of these plants are oak, poplar, hickory,

birch, maple, green ash, willow, and American elm.

Examples of fruit-producing shrubs that are suitable

for planting on soils rated good are Russian-olive and

crabapple.

Coniferous plants furnish browse and seeds. Soil

properties and features that affect the growth of

coniferous trees, shrubs, and ground cover are depth

of the root zone, available water capacity, and

wetness. Examples of coniferous plants are pine,

spruce, cedar, and tamarack.

Wetland plants are annual and perennial wild

herbaceous plants that grow on moist or wet sites.

Submerged or floating aquatic plants are excluded.

Soil properties and features affecting wetland plants

are texture of the surface layer, wetness, reaction,

salinity, slope, and surface stoniness. Examples of

wetland plants are smartweeds, wild millet, rushes,

sedges, bulrushes, wild rice, arrowhead,

waterplantain, cattail, prairie cordgrass, bluejoint

grass, asters, and beggarticks.

Shallow water areas have an average depth of less

than 5 feet. Some are naturally wet areas. Others are

created by dams, levees, or other water-control

structures. Soil properties and features affecting

shallow water areas are depth to bedrock, wetness,

surface stoniness, slope, and permeability. Examples

of shallow water areas are waterfowl feeding areas,

wildlife watering developments, beaver ponds, and

other wildlife ponds.

The habitat for various kinds of wildlife is described

in the following paragraphs.

Habitat for openland wildlife consists of cropland,

pasture, meadows, and areas that are overgrown with

grasses, herbs, shrubs, and vines. These areas

produce grain and seed crops, grasses and legumes,

and wild herbaceous plants. Wildlife attracted to these

areas include Hungarian partridge, ring-necked

pheasant, bobwhite quail, sharp-tailed grouse,

meadowlark, field sparrow, killdeer, cottontail rabbit,

and red fox.

Habitat for woodland wildlife consists of areas of

deciduous and/or coniferous plants and associated

grasses, legumes, and wild herbaceous plants. Wildlife

attracted to these areas include wild turkey, ruffed

grouse, thrushes, woodpeckers, owls, tree squirrels,

porcupine, raccoon, white-tailed deer, and black bear.

Habitat for wetland wildlife consists of open, marshy

or swampy shallow water areas. Some of the wildlife

attracted to such areas are ducks, geese, herons,

bitterns, rails, kingfishers, muskrat, otter, mink, and

beaver.

Engineering

This section provides information for planning land

uses related to urban development and to water

management. Soils are rated for various uses, and the

most limiting features are identified. Ratings are given

for building site development, sanitary facilities,

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

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
114 Soil Survey of

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

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 19a and

19b 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
Dunn County, Wisconsin 115

moisture status is wet, ponding, flooding, the amount

of large stones, and slope. The properties that affect

the traffic-supporting capacity are soil strength (as

inferred from the AASHTO group index number),

subsidence, linear extensibility (shrink-swell potential),

the potential for frost action, depth to a zone in which

the soil moisture status is wet, and ponding.

Shallow excavations are trenches or holes dug to a

maximum depth of 5 or 6 feet for graves, utility lines,

open ditches, or other purposes. The ratings are

based on the soil properties that influence the ease of

digging and the resistance to sloughing. Depth to

bedrock or a cemented pan, hardness of bedrock or a

cemented pan, the amount of large stones, and dense

layers influence the ease of digging, filling, and

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 20a and 20b 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. Ground-
116 Soil Survey of

water contamination is also a hazard if fractured

bedrock is within a depth of 40 inches, if a saturated

zone is high enough to raise the level of sewage in the

lagoon, or if floodwater overtops the lagoon.

A high content of organic matter is detrimental to

proper functioning of the lagoon because it inhibits

aerobic activity. Slope, bedrock, and cemented pans

can cause construction problems, and large stones

can hinder compaction of the lagoon floor. If the

lagoon is to be uniformly deep throughout, the slope

must be gentle enough and the soil material must be

thick enough over bedrock or a cemented pan to make

land smoothing practical.

A trench sanitary landfill is an area where solid

waste is placed in successive layers in an excavated

trench. The waste is spread, compacted, and covered

daily with a thin layer of soil excavated at the site.

When the trench is full, a final cover of soil material at

least 2 feet thick is placed over the landfill. The ratings

in the table are based on the soil properties that affect

the risk of pollution, the ease of excavation,

trafficability, and revegetation. These properties

include permeability, depth to bedrock or a cemented

pan, depth to a zone in which the soil moisture status

is wet, ponding, slope, flooding, texture, stones and

boulders, highly organic layers, soil reaction, and

content of salts and sodium. Unless otherwise stated,

the ratings apply only to that part of the soil within a

depth of about 6 feet. For deeper trenches, onsite

investigation may be needed.

Hard, nonrippable bedrock, creviced bedrock, or

highly permeable strata in or directly below the

proposed trench bottom can affect the ease of

excavation and the hazard of ground-water pollution.

Slope affects construction of the trenches and the

movement of surface water around the landfill. It also

affects the construction and performance of roads in

areas of the landfill.

Soil texture and consistence affect the ease with

which the trench is dug and the ease with which the

soil can be used as daily or final cover. They

determine the workability of the soil when dry and

when wet. Soils that are plastic and sticky when wet

are difficult to excavate, grade, or compact and are

difficult to place as a uniformly thick cover over a layer

of refuse.

The soil material used as the final cover for a trench

landfill should be suitable for plants. It should not have

excess sodium or salts and should not be too acid.

The surface layer generally has the best workability,

the highest content of organic matter, and the best

potential for plants. Material from the surface layer

should be stockpiled for use as the final cover.

In an area sanitary landfill, solid waste is placed in

successive layers on the surface of the soil. The waste

is spread, compacted, and covered daily with a thin

layer of soil from a source away from the site. A final

cover of soil material at least 2 feet thick is placed over

the completed landfill. The ratings in the table are

based on the soil properties that affect trafficability and

the risk of pollution. These properties include flooding,

permeability, depth to a zone in which the soil moisture

status is wet, ponding, slope, and depth to bedrock or

a cemented pan.

Flooding is a serious problem because it can result

in pollution in areas downstream from the landfill. If

permeability is too rapid or if fractured bedrock, a

fractured cemented pan, or a saturated zone is close

to the surface, the leachate can contaminate the water

supply. Slope is a consideration because of the extra

grading required to maintain roads in the steeper

areas of the landfill. Also, leachate may flow 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.

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
Dunn County, Wisconsin 117

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

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
118 Soil Survey of

hazardous to the food chain, such as heavy metals

and exotic organic compounds, and should be

analyzed chemically prior to use.

The content of water in the sludge ranges from

about 98 percent to less than 40 percent. The sludge

is considered liquid if it is more than about 90 percent

water, slurry if it is about 50 to 90 percent water, and

solid if it is less than about 50 percent water.

The ratings in the table are based on the soil

properties that affect absorption, plant growth,

microbial activity, erodibility, the rate at which the

sludge is applied, and the method by which the sludge

is applied. The properties that affect absorption, plant

growth, and microbial activity include permeability,

depth to a saturated zone, ponding, the sodium

adsorption ratio, depth to bedrock or a cemented pan,

available water capacity, reaction, salinity, and bulk

density. The wind erodibility group, the soil erodibility

factor K, and slope are considered in estimating the

likelihood that wind erosion or water erosion will

transport the waste material from the application site.

Stones, cobbles, a wet zone in the soil profile,

ponding, and flooding can hinder the application of

sludge. Permanently frozen soils are unsuitable for

waste treatment.

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
Dunn County, Wisconsin 119

the sodium adsorption ratio, depth to a saturated zone,

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.

Construction Materials

Tables 22a and 22b give information about the soils

as potential sources of gravel, sand, reclamation

material, roadfill, and topsoil. Normal compaction,

minor processing, and other standard construction

practices are assumed.

Sand and gravel are natural aggregates suitable for

commercial use with a minimum of processing. They

are used in many kinds of construction. Specifications

for each use vary widely. In table 22a, 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,
120 Soil Survey of

depth to a zone in which the soil moisture status is

wet, rock fragments, depth to bedrock or a cemented

pan, and toxic material.

The surface layer of most soils is generally

preferred for topsoil because of its organic matter

content. Organic matter greatly increases the

absorption and retention of moisture and nutrients for

plant growth.

Water Management

Table 23 gives information on the soil properties

and site features that affect water management. The

degree and kind of soil limitations are given for pond

reservoir areas; embankments, dikes, and levees; and

aquifer-fed excavated ponds. The ratings are both

verbal and numerical. Rating class terms indicate the

extent to which the soils are limited by all of the soil

features that affect these uses. Not limited indicates

that the soil has features that are very favorable for the

specified use. Good performance and very low

maintenance can be expected. Somewhat limited

indicates that the soil has features that are moderately

favorable for the specified use. The limitations can be

overcome or minimized by special planning, design, or

installation. Fair performance and moderate

maintenance can be expected. Very limited indicates

that the soil has one or more features that are

unfavorable for the specified use. The limitations

generally cannot be overcome without major soil

reclamation, special design, or expensive installation

procedures. Poor performance and high maintenance

can be expected.

Numerical ratings in the table indicate the severity

of individual limitations. The ratings are shown as

decimal fractions ranging from 0.01 to 1.00. They

indicate gradations between the point at which a soil

feature has the greatest negative impact on the use

(1.00) and the point at which the soil feature is not a

limitation (0.00).

Pond reservoir areas hold water behind a dam or

embankment. Soils best suited to this use have low

seepage potential in the upper 60 inches. The

seepage potential is 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 permanent 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.
Dunn County, Wisconsin 121

Table 3.--Temperature and Precipitation

(Recorded in the period 1961-90 at Menomonie, 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----| 23.6 | 2.5 | 13.0 | 47 | -31 | 0 | 0.82 | 0.28| 1.27| 2 | 11.5

 | | | | | | | | | | |

 February---| 29.7 | 7.5 | 18.6 | 52 | -27 | 0 | .60 | .20| .97| 2 | 7.4

 | | | | | | | | | | |

 March------| 42.1 | 20.8 | 31.5 | 71 | -12 | 6 | 1.56 | .92| 2.14| 4 | 8.2

 | | | | | | | | | | |

 April------| 59.1 | 33.9 | 46.5 | 84 | 14 | 74 | 2.62 | 1.44| 3.66| 5 | 1.6

 | | | | | | | | | | |

 May--------| 71.8 | 45.0 | 58.4 | 90 | 25 | 281 | 3.30 | 2.04| 4.44| 6 | .0

 | | | | | | | | | | |

 June-------| 80.0 | 54.4 | 67.2 | 94 | 37 | 516 | 4.20 | 2.60| 5.64| 7 | .0

 | | | | | | | | | | |

 July-------| 85.0 | 59.5 | 72.2 | 97 | 44 | 689 | 3.69 | 2.08| 5.12| 6 | .0

 | | | | | | | | | | |

 August-----| 82.1 | 57.0 | 69.6 | 95 | 40 | 606 | 3.87 | 2.28| 5.30| 6 | .0

 | | | | | | | | | | |

 September--| 72.7 | 48.6 | 60.7 | 90 | 29 | 329 | 3.75 | 1.97| 5.32| 6 | .0

 | | | | | | | | | | |

 October----| 61.3 | 37.8 | 49.6 | 83 | 17 | 108 | 2.35 | 1.16| 3.39| 4 | .0

 | | | | | | | | | | |

 November---| 43.4 | 25.2 | 34.3 | 67 | -4 | 6 | 1.48 | .64| 2.29| 3 | 3.5

 | | | | | | | | | | |

 December---| 27.7 | 10.1 | 18.9 | 51 | -24 | 0 | 1.03 | .45| 1.53| 3 | 9.7

 | | | | | | | | | | |

 Yearly: | | | | | | | | | | |

 | | | | | | | | | | |

 Average---| 56.5 | 33.5 | 45.0 | --- | --- | --- | --- | ---| ---| --- | ---

 | | | | | | | | | | |

 Extreme---| 101 | -39 | --- | 98 | -32 | --- | --- | ---| ---| --- | ---

 | | | | | | | | | | |

 Total-----| --- | --- | --- | --- | --- | 2,614 | 29.29 | 24.40| 33.96| 54 | 41.9

 | | | | | | | | | | | _______________________________________________________________________________________________________________

 * 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 (50 degrees F).
122 Soil Survey of

Table 4.--Freeze Dates in Spring and Fall

(Recorded in the period 1961-90 at Menomonie, 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-- | Apr. 28 | May 9 | May 28

 | | |

 2 years in 10 | | |

 later than-- | Apr. 24 | May 5 | May 22

 | | |

 5 years in 10 | | |

 later than-- | Apr. 16 | Apr. 26 | May 12

 | | |

First freezing | | |

 temperature | | |

 in fall: | | |

 | | |

 1 year in 10 | | |

 earlier than-- | Oct. 7 | Sept. 25 | Sept. 17

 | | |

 2 years in 10 | | |

 earlier than-- | Oct. 12 | Sept. 30 | Sept. 21

 | | |

 5 years in 10 | | |

 earlier than-- | Oct. 22 | Oct. 9 | Sept. 27

 | | | _____________________________________________________________

Table 5.--Growing Season

(Recorded in the period 1961-90 at Menomonie,

 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 | 165 | 147 | 119

 | | |

8 years in 10 | 172 | 153 | 125

 | | |

5 years in 10 | 187 | 165 | 138

 | | |

2 years in 10 | 202 | 177 | 150

 | | |

1 year in 10 | 210 | 183 | 157

 | | | __________________________________________________
Dunn County, Wisconsin 123

Table 6.--Cropland Management Considerations

(See text for a description of the considerations listed in this table)

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

11A: |

 Markey, flood plain, |

 undrained-------------------| Flooding

 | Excessive permeability

 | High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

20A: |

 Palms, undrained-------------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

 Houghton, undrained----------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

40A: |

 Markey, undrained------------| Excessive permeability

 | High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

 Seelyeville, undrained-------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

45A: |

 Seelyeville, undrained-------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

 Cathro, undrained------------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |
124 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

101B: |

 Menahga, valley train--------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Wind erosion

 |

101C: |

 Menahga, valley train--------| 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

 |

101E: |

 Menahga, valley train--------| Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

115B2: |

 Seaton-----------------------| Limited content of organic matter

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

115C2: |

 Seaton-----------------------| Limited content of organic matter

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

115D2: |

 Seaton-----------------------| Slope

 | Limited content of organic matter

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

115E2: |

 Seaton-----------------------| Slope

 | Limited content of organic matter

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

116C2: |

 Churchtown-------------------| Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

116D2: |

 Churchtown-------------------| Slope

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |
Dunn County, Wisconsin 125

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

116E2: |

 Churchtown-------------------| Slope

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

125B2: |

 Pepin------------------------| Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

125C2: |

 Pepin------------------------| Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

125D2: |

 Pepin------------------------| Slope

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

125E2: |

 Pepin------------------------| Slope

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

135C2: |

 Wickware---------------------| Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

135D2: |

 Wickware---------------------| Slope

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

135E2: |

 Wickware---------------------| Slope

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

136B: |

 Doritty----------------------| Potential for ground-water contamination

 | Water erosion

 |
126 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

136C2: |

 Doritty----------------------| Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

144B2: |

 NewGlarus--------------------| Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

144C2: |

 NewGlarus--------------------| Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

144D2: |

 NewGlarus--------------------| Slope

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

144E2: |

 NewGlarus--------------------| Slope

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

161E: |

 Fivepoints-------------------| Slope

 | Depth to rock

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Water erosion

 |

208A: |

 Siouxcreek-------------------| Acid soil

 | Depth to rock

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

213B2: |

 Hixton-----------------------| Depth to rock

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |
Dunn County, Wisconsin 127

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

213C2: |

 Hixton-----------------------| Depth to rock

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

224B: |

 Elevasil---------------------| Depth to rock

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

224C2: |

 Elevasil---------------------| Depth to rock

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wind erosion

 |

224D2: |

 Elevasil---------------------| Slope

 | Depth to rock

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wind erosion

 |

224E2: |

 Elevasil---------------------| Slope

 | Depth to rock

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wind erosion

 |

233C: |

 Boone------------------------| Depth to rock

 | 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

 |
128 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

243B2: |

 Hixton, thin solum-----------| Acid soil

 | Depth to rock

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

243C2: |

 Hixton, thin solum-----------| Acid soil

 | Depth to rock

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

244B: |

 Elkmound---------------------| Acid soil

 | Depth to rock

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 |

244C2: |

 Elkmound---------------------| Acid soil

 | Depth to rock

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Surface stones

 | Water erosion

 |

244D2: |

 Elkmound---------------------| Acid soil

 | Slope

 | Depth to rock

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Surface stones

 | Water erosion

 |

254B2: |

 Norden-----------------------| Acid soil

 | Depth to rock

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |
Dunn County, Wisconsin 129

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

254C2: |

 Norden-----------------------| Acid soil

 | Depth to rock

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

254D2: |

 Norden-----------------------| Acid soil

 | Slope

 | Depth to rock

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

254E2: |

 Norden-----------------------| Acid soil

 | Slope

 | Depth to rock

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

254F: |

 Norden-----------------------| Acid soil

 | Slope

 | Depth to rock

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 |

255B2: |

 Urne-------------------------| Acid soil

 | Depth to rock

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wind erosion

 |

255C2: |

 Urne-------------------------| Acid soil

 | Depth to rock

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wind erosion

 |
130 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

255D2: |

 Urne-------------------------| Acid soil

 | Slope

 | Depth to rock

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wind erosion

 |

255E2: |

 Urne-------------------------| Acid soil

 | Slope

 | Depth to rock

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wind erosion

 |

255F: |

 Urne-------------------------| Acid soil

 | Slope

 | Depth to rock

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

265B: |

 Garne------------------------| Acid soil

 | Depth to rock

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wind erosion

 |

265C: |

 Garne------------------------| Acid soil

 | Depth to rock

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

266B: |

 Hiles------------------------| Acid soil

 | Depth to rock

 | Limited available water capacity

 | Potential for ground-water contamination

 | Restricted permeability

 | Water erosion

 | Wet soil moisture status

 |
Dunn County, Wisconsin 131

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

268A: |

 Kert-------------------------| Acid soil

 | Depth to rock

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Wet soil moisture status

 |

269A: |

 Veedum, undrained------------| Acid soil

 | Depth to rock

 | High content of organic matter

 | Limited available water capacity

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Wet soil moisture status

 |

273B2: |

 Dobie------------------------| Acid soil

 | Depth to rock

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

 Hixton, frigid---------------| Acid soil

 | Depth to rock

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

273C2: |

 Dobie------------------------| Acid soil

 | Depth to rock

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

 Hixton, frigid---------------| Acid soil

 | Depth to rock

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |
132 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

273D2: |

 Dobie------------------------| Acid soil

 | Slope

 | Depth to rock

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

 Hixton, frigid---------------| Acid soil

 | Slope

 | Depth to rock

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

273E2: |

 Dobie------------------------| Acid soil

 | Slope

 | Depth to rock

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

 Hixton, frigid---------------| Acid soil

 | Slope

 | Depth to rock

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

275B2: |

 Hayriver---------------------| Acid soil

 | Depth to rock

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wind erosion

 |

 Elevasil, frigid-------------| Acid soil

 | Depth to rock

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wind erosion

 |
Dunn County, Wisconsin 133

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

275C2: |

 Hayriver---------------------| Acid soil

 | Depth to rock

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wind erosion

 |

 Elevasil, frigid-------------| Acid soil

 | Depth to rock

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wind erosion

 |

275D2: |

 Hayriver---------------------| Acid soil

 | Slope

 | Depth to rock

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wind erosion

 |

 Elevasil, frigid-------------| Acid soil

 | Slope

 | Depth to rock

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wind erosion

 |

276B: |

 Humbird, loamy subsoil-------| Acid soil

 | Depth to rock

 | Limited available water capacity

 | Potential for ground-water contamination

 | Restricted permeability

 | Water erosion

 | Wet soil moisture status

 | Wind erosion

 |

278A: |

 Merrillan, loamy subsoil-----| Acid soil

 | Depth to rock

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Wet soil moisture status

 | Wind erosion

 |
134 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

282C: |

 Twinmound--------------------| Depth to rock

 | 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

 |

282F: |

 Twinmound--------------------| Slope

 | Depth to rock

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

313D2: |

 Plumcreek--------------------| Slope

 | Limited content of organic matter

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

313F: |

 Plumcreek--------------------| Slope

 | Potential for surface-water contamination

 | Water erosion

 |

316B2: |

 Ella-------------------------| Potential for ground-water contamination

 | Previously eroded

 | Water erosion

 |

316C2: |

 Ella-------------------------| Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

318A: |

 Bearpen----------------------| Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

349A: |

 Rib, valley train, undrained | Excessive permeability

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

378A: |

 Poskin, valley train---------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

403A: |

 Dakota-----------------------| Excessive permeability

 | Potential for ground-water contamination

 |
Dunn County, Wisconsin 135

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

413A: |

 Rasset-----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Wind erosion

 |

413B: |

 Rasset-----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

416A: |

 Menomin----------------------| Excessive permeability

 | Potential for ground-water contamination

 |

423A: |

 Meridian---------------------| Excessive permeability

 | Potential for ground-water contamination

 |

423B2: |

 Meridian---------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

423C2: |

 Meridian---------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

428A: |

 Shiffer----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

429A: |

 Lows, undrained--------------| Excessive permeability

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

432A: |

 Kevilar----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Wind erosion

 |

432B: |

 Kevilar----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |
136 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

432C2: |

 Kevilar----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wind erosion

 |

432D2: |

 Kevilar----------------------| Slope

 | Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wind erosion

 |

433A: |

 Forkhorn---------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wind erosion

 |

433B: |

 Forkhorn---------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

433C2: |

 Forkhorn---------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wind erosion

 |

433D2: |

 Forkhorn---------------------| Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wind erosion

 |

434B: |

 Bilson-----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

436A: |

 Rusktown---------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wind erosion

 |
Dunn County, Wisconsin 137

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

438A: |

 Hoopeston--------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

453A: |

 Burkhardt--------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wind erosion

 |

453B: |

 Burkhardt--------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

454B: |

 Chetek, kame terrace---------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wind erosion

 |

454C2: |

 Chetek, kame terrace---------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Surface stones

 | Water erosion

 | Wind erosion

 |

454D2: |

 Chetek, kame terrace---------| Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Surface stones

 | Water erosion

 | Wind erosion

 |

454E: |

 Chetek, kame terrace---------| Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 | Wind erosion

 |
138 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

468A: |

 Oesterle, valley train-------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

501A: |

 Finchford--------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wind erosion

 |

501B: |

 Finchford--------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wind erosion

 |

502B2: |

 Chelsea----------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Previously eroded

 | Wind erosion

 |

502C2: |

 Chelsea----------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wind erosion

 |

506A: |

 Komro------------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wind erosion

 |

508A: |

 Farrington-------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

510B: |

 Boplain----------------------| Depth to rock

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Wind erosion

 |
Dunn County, Wisconsin 139

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

510C: |

 Boplain----------------------| Depth to rock

 | 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

 |

511A: |

 Plainfield-------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Wind erosion

 |

511B: |

 Plainfield-------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Wind erosion

 |

511C: |

 Plainfield-------------------| 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

 |

511F: |

 Plainfield-------------------| Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

512B: |

 Drammen----------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Wind erosion

 |

512C: |

 Drammen----------------------| 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

 |
140 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

512D: |

 Drammen----------------------| 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

 |

516A: |

 Aldo-------------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Wind erosion

 |

546A: |

 Prissel----------------------| Excessive permeability

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Wind erosion

 |

546B: |

 Prissel----------------------| Excessive permeability

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wind erosion

 |

546C: |

 Prissel----------------------| Excessive permeability

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

546F: |

 Prissel----------------------| Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

555A: |

 Fordum, frequently flooded---| Flooding

 | Excessive permeability

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

561B: |

 Tarr-------------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Wind erosion

 |
Dunn County, Wisconsin 141

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

566A: |

 Tint-------------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Wind erosion

 |

573B: |

 Plainbo, sand sheet----------| Depth to rock

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Wind erosion

 |

573C: |

 Plainbo, sand sheet----------| Depth to rock

 | 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

 |

588A: |

 Meehan, valley train---------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

589A: |

 Newson, undrained------------| Excessive permeability

 | Limited available water capacity

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

601C: |

 Beavercreek------------------| Flooding

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface rock fragments

 |

616B: |

 Chaseburg--------------------| Flooding

 | Potential for surface-water contamination

 | Water erosion

 |

619A: |

 Vancecreek, undrained--------| Flooding

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |
142 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

626A: |

 Arenzville-------------------| Flooding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 |

628A: |

 Orion------------------------| Flooding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

629A: |

 Ettrick, undrained-----------| Flooding

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

636A: |

 Quarderer--------------------| Acid soil

 | Flooding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 |

646A: |

 Dunnbot----------------------| Flooding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wind erosion

 |

656A: |

 Scotah-----------------------| Flooding

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wind erosion

 |

766A: |

 Moppet, occasionally flooded | Acid soil

 | Flooding

 | Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wind erosion

 |

804B2: |

 Arland, dissected------------| Depth to rock

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wind erosion

 |

804C2: |

 Arland, dissected------------| Depth to rock

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wind erosion

 |
Dunn County, Wisconsin 143

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

804D: |

 Arland, dissected------------| Slope

 | Depth to rock

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

814D2: |

 Renova, dissected------------| Acid soil

 | Slope

 | Limited content of organic matter

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

816B2: |

 Vlasaty, dissected-----------| Acid soil

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wet soil moisture status

 |

816C2: |

 Vlasaty, dissected-----------| Acid soil

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wet soil moisture status

 |

826B2: |

 Hersey-----------------------| Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

826C2: |

 Hersey-----------------------| Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

828B: |

 Vasa-------------------------| Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wet soil moisture status

 |

836B2: |

 Spencer, dissected-----------| Acid soil

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

836C2: |

 Spencer, dissected-----------| Acid soil

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |
144 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

838B: |

 Almena, dissected------------| Acid soil

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wet soil moisture status

 |

870B2: |

 Santiago, dissected----------| Dense layer

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

870C2: |

 Santiago, dissected----------| Dense layer

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

875B: |

 Amery, dissected-------------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Water erosion

 | Wind erosion

 |

875C2: |

 Amery, dissected-------------| Acid soil

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Restricted permeability

 | Water erosion

 | Wind erosion

 |

875D: |

 Amery, dissected-------------| Acid soil

 | Slope

 | Dense layer

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Restricted permeability

 | Water erosion

 | Wind erosion

 |

1125F: |

 Dorerton---------------------| Slope

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface stones

 | Water erosion

 |

 Elbaville--------------------| Slope

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 |
Dunn County, Wisconsin 145

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

1145F: |

 Gaphill----------------------| Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

 Rockbluff--------------------| Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

1224F: |

 Boone------------------------| Slope

 | Depth to rock

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

 Elevasil---------------------| Slope

 | Depth to rock

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

1233F: |

 Boone------------------------| Slope

 | Depth to rock

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

 Tarr-------------------------| Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

1275F: |

 Hayriver---------------------| Acid soil

 | Slope

 | Depth to rock

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |
146 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

1275F: |

 Twinmound--------------------| Slope

 | Depth to rock

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

1648A: |

 Northbend--------------------| Flooding

 | Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

 Ettrick, flood plain, |

 undrained-------------------| Flooding

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

1658A: |

 Algansee---------------------| Flooding

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

 Kalmarville, undrained-------| Flooding

 | Excessive permeability

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

2002. |

 Udorthents, earthen dams |

 |

2003A. |

 Riverwash |

 |

2013. |

 Pits, gravel |

 |

2014. |

 Pits, quarry, hard bedrock |

 |

2016. |

 Pits, quarry, soft bedrock |

 |

2030: |

 Udorthents, cut or fill------| Onsite investigation required

 |

 Udipsamments, cut or fill----| Onsite investigation required

 |

2050. |

 Landfill |

 |
Dunn County, Wisconsin 147

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

M-W. |

 Miscellaneous water |

 |

W. |

 Water |

 | __________________________________________________________________________
148 Soil Survey of

Table 7.--Land Capability and Yields per Acre of Crops

(Yields in the "N" columns are for nonirrigated areas; those in the "I" columns

 are for irrigated areas. Yields are those that can be expected under a

 high level of management. Absence of a yield indicates that the soil is

 not suited to the crop or the crop generally is not grown on the soil)

_______________________________________________________________________________

 | Land | |

 Map symbol | capability | Soybeans | Winter wheat

 and soil name |_____________|___________________|___________________

 | N | I | N | I | N | I _______________________________________________________________________________

 | | | Bu | Bu | Bu | Bu

 | | | | | |

11A----------------------| 7w | --- | --- | --- | --- | ---

 Markey, flood plain, | | | | | |

 undrained | | | | | |

 | | | | | |

20A----------------------| 6w | --- | --- | --- | --- | ---

 Palms and Houghton | | | | | |

 | | | | | |

40A----------------------| 6w | --- | --- | --- | --- | ---

 Markey and Seelyeville | | | | | |

 | | | | | |

45A----------------------| 6w | --- | --- | --- | --- | ---

 Seelyeville and Cathro | | | | | |

 | | | | | |

101B---------------------| 4s | --- | 17 | --- | 28 | ---

 Menahga, valley train | | | | | |

 | | | | | |

101C---------------------| 6s | --- | 15 | --- | 24 | ---

 Menahga, valley train | | | | | |

 | | | | | |

101E---------------------| 7s | --- | --- | --- | --- | ---

 Menahga, valley train | | | | | |

 | | | | | |

115B2--------------------| 2e | --- | 48 | --- | 51 | ---

 Seaton | | | | | |

 | | | | | |

115C2--------------------| 3e | --- | 45 | --- | 47 | ---

 Seaton | | | | | |

 | | | | | |

115D2--------------------| 4e | --- | 41 | --- | 43 | ---

 Seaton | | | | | |

 | | | | | |

115E2--------------------| 6e | --- | 38 | --- | 40 | ---

 Seaton | | | | | |

 | | | | | |

116C2--------------------| 3e | --- | 45 | --- | 47 | ---

 Churchtown | | | | | |

 | | | | | |

116D2--------------------| 4e | --- | 41 | --- | 43 | ---

 Churchtown | | | | | |

 | | | | | |

116E2--------------------| 6e | --- | 37 | --- | 40 | ---

 Churchtown | | | | | |

 | | | | | |

125B2--------------------| 2e | --- | 48 | --- | 51 | ---

 Pepin | | | | | |

 | | | | | |

125C2--------------------| 3e | --- | 45 | --- | 47 | ---

 Pepin | | | | | |

 | | | | | |

125D2--------------------| 4e | --- | 41 | --- | 43 | ---

 Pepin | | | | | |

 | | | | | |

125E2--------------------| 6e | --- | 37 | --- | 40 | ---

 Pepin | | | | | |

 | | | | | |

135C2--------------------| 3e | --- | 43 | --- | 47 | ---

 Wickware | | | | | |

 | | | | | |
Dunn County, Wisconsin 149

Table 7.--Land Capability and Yields per Acre of Crops--Continued

_______________________________________________________________________________

 | Land | |

 Map symbol | capability | Soybeans | Winter wheat

 and soil name |_____________|___________________|___________________

 | N | I | N | I | N | I _______________________________________________________________________________

 | | | Bu | Bu | Bu | Bu

 | | | | | |

135D2--------------------| 4e | --- | 39 | --- | 43 | ---

 Wickware | | | | | |

 | | | | | |

135E2--------------------| 6e | --- | 30 | --- | 40 | ---

 Wickware | | | | | |

 | | | | | |

136B---------------------| 2e | --- | 46 | --- | 51 | ---

 Doritty | | | | | |

 | | | | | |

136C2--------------------| 3e | --- | 43 | --- | 47 | ---

 Doritty | | | | | |

 | | | | | |

144B2--------------------| 2e | --- | 33 | --- | 39 | ---

 NewGlarus | | | | | |

 | | | | | |

144C2--------------------| 3e | --- | 31 | --- | 35 | ---

 NewGlarus | | | | | |

 | | | | | |

144D2--------------------| 4e | --- | 29 | --- | 31 | ---

 NewGlarus | | | | | |

 | | | | | |

144E2--------------------| 6e | --- | 26 | --- | 30 | ---

 NewGlarus | | | | | |

 | | | | | |

161E---------------------| 6e | --- | 24 | --- | 28 | ---

 Fivepoints | | | | | |

 | | | | | |

208A---------------------| 2w | --- | 26 | --- | 31 | ---

 Siouxcreek | | | | | |

 | | | | | |

213B2--------------------| 2e | --- | 33 | --- | 39 | ---

 Hixton | | | | | |

 | | | | | |

213C2--------------------| 3e | --- | 31 | --- | 37 | ---

 Hixton | | | | | |

 | | | | | |

224B---------------------| 3s | --- | 28 | --- | 39 | ---

 Elevasil | | | | | |

 | | | | | |

224C2--------------------| 3e | --- | 26 | --- | 35 | ---

 Elevasil | | | | | |

 | | | | | |

224D2--------------------| 4e | --- | 23 | --- | 31 | ---

 Elevasil | | | | | |

 | | | | | |

224E2--------------------| 6e | --- | 21 | --- | 26 | ---

 Elevasil | | | | | |

 | | | | | |

233C---------------------| 6s | --- | 13 | --- | 18 | ---

 Boone | | | | | |

 | | | | | |

243B2--------------------| 3s | --- | 31 | --- | 37 | ---

 Hixton, thin solum | | | | | |

 | | | | | |

243C2--------------------| 3e | --- | 29 | --- | 35 | ---

 Hixton, thin solum | | | | | |

 | | | | | |

244B---------------------| 3s | --- | 20 | --- | 27 | ---

 Elkmound | | | | | |

 | | | | | |

244C2--------------------| 4e | --- | 16 | --- | 23 | ---

 Elkmound | | | | | |

 | | | | | |
150 Soil Survey of

Table 7.--Land Capability and Yields per Acre of Crops--Continued

_______________________________________________________________________________

 | Land | |

 Map symbol | capability | Soybeans | Winter wheat

 and soil name |_____________|___________________|___________________

 | N | I | N | I | N | I _______________________________________________________________________________

 | | | Bu | Bu | Bu | Bu

 | | | | | |

244D2--------------------| 6e | --- | 13 | --- | 19 | ---

 Elkmound | | | | | |

 | | | | | |

254B2--------------------| 2e | --- | 36 | --- | 45 | ---

 Norden | | | | | |

 | | | | | |

254C2--------------------| 3e | --- | 33 | --- | 41 | ---

 Norden | | | | | |

 | | | | | |

254D2--------------------| 4e | --- | 29 | --- | 37 | ---

 Norden | | | | | |

 | | | | | |

254E2--------------------| 6e | --- | 25 | --- | 34 | ---

 Norden | | | | | |

 | | | | | |

254F---------------------| 7e | --- | --- | --- | --- | ---

 Norden | | | | | |

 | | | | | |

255B2--------------------| 3s | --- | 27 | --- | 38 | ---

 Urne | | | | | |

 | | | | | |

255C2--------------------| 3e | --- | 25 | --- | 34 | ---

 Urne | | | | | |

 | | | | | |

255D2--------------------| 4e | --- | 21 | --- | 30 | ---

 Urne | | | | | |

 | | | | | |

255E2--------------------| 6e | --- | 20 | --- | 27 | ---

 Urne | | | | | |

 | | | | | |

255F---------------------| 7e | --- | --- | --- | --- | ---

 Urne | | | | | |

 | | | | | |

265B---------------------| 3s | --- | 25 | --- | 42 | ---

 Garne | | | | | |

 | | | | | |

265C---------------------| 3e | --- | 23 | --- | 39 | ---

 Garne | | | | | |

 | | | | | |

266B---------------------| 3s | --- | 28 | --- | 32 | ---

 Hiles | | | | | |

 | | | | | |

268A---------------------| 3w | --- | 25 | --- | 29 | ---

 Kert | | | | | |

 | | | | | |

269A---------------------| 6w | --- | --- | --- | --- | ---

 Veedum, undrained | | | | | |

 | | | | | |

273B2--------------------| 2e | --- | 32 | --- | 45 | ---

 Dobie and Hixton | | | | | |

 | | | | | |

273C2--------------------| 3e | --- | 29 | --- | 41 | ---

 Dobie and Hixton | | | | | |

 | | | | | |

273D2--------------------| 4e | --- | 25 | --- | 37 | ---

 Dobie and Hixton | | | | | |

 | | | | | |

273E2--------------------| 6e | --- | 23 | --- | 35 | ---

 Dobie and Hixton | | | | | |

 | | | | | |

275B2--------------------| 3s | --- | 26 | --- | 38 | ---

 Hayriver and Elevasil | | | | | |

 | | | | | |
Dunn County, Wisconsin 151

Table 7.--Land Capability and Yields per Acre of Crops--Continued

_______________________________________________________________________________

 | Land | |

 Map symbol | capability | Soybeans | Winter wheat

 and soil name |_____________|___________________|___________________

 | N | I | N | I | N | I _______________________________________________________________________________

 | | | Bu | Bu | Bu | Bu

 | | | | | |

275C2--------------------| 3e | --- | 24 | --- | 34 | ---

 Hayriver and Elevasil | | | | | |

 | | | | | |

275D2--------------------| 4e | --- | 20 | --- | 30 | ---

 Hayriver and Elevasil | | | | | |

 | | | | | |

276B---------------------| 3s | --- | 18 | --- | 22 | ---

 Humbird, loamy subsoil | | | | | |

 | | | | | |

278A---------------------| 3w | --- | 21 | --- | 25 | ---

 Merrillan, loamy subsoil| | | | | |

 | | | | | |

282C---------------------| 6s | --- | 13 | --- | 16 | ---

 Twinmound | | | | | |

 | | | | | |

282F---------------------| 7s | --- | --- | --- | --- | ---

 Twinmound | | | | | |

 | | | | | |

313D2--------------------| 4e | --- | 40 | --- | 39 | ---

 Plumcreek | | | | | |

 | | | | | |

313F---------------------| 7e | --- | --- | --- | --- | ---

 Plumcreek | | | | | |

 | | | | | |

316B2--------------------| 2e | --- | 46 | --- | 45 | ---

 Ella | | | | | |

 | | | | | |

316C2--------------------| 3e | --- | 43 | --- | 41 | ---

 Ella | | | | | |

 | | | | | |

318A---------------------| 2w | --- | 45 | --- | 42 | ---

 Bearpen | | | | | |

 | | | | | |

349A---------------------| 6w | --- | --- | --- | --- | ---

 Rib, valley train, | | | | | |

 undrained | | | | | |

 | | | | | |

378A---------------------| 2w | --- | 31 | --- | 37 | ---

 Poskin, valley train | | | | | |

 | | | | | |

403A---------------------| 2s | --- | 36 | --- | 42 | ---

 Dakota | | | | | |

 | | | | | |

413A---------------------| 3s | --- | 31 | --- | 37 | ---

 Rasset | | | | | |

 | | | | | |

413B---------------------| 3s | --- | 31 | --- | 37 | ---

 Rasset | | | | | |

 | | | | | |

416A---------------------| 2s | --- | 35 | --- | 39 | ---

 Menomin | | | | | |

 | | | | | |

423A---------------------| 2s | --- | 35 | --- | 39 | ---

 Meridian | | | | | |

 | | | | | |

423B2--------------------| 2e | --- | 35 | --- | 39 | ---

 Meridian | | | | | |

 | | | | | |

423C2--------------------| 3e | --- | 33 | --- | 35 | ---

 Meridian | | | | | |

 | | | | | |

428A---------------------| 2w | --- | 35 | --- | 39 | ---

 Shiffer | | | | | |

 | | | | | |
152 Soil Survey of

Table 7.--Land Capability and Yields per Acre of Crops--Continued

_______________________________________________________________________________

 | Land | |

 Map symbol | capability | Soybeans | Winter wheat

 and soil name |_____________|___________________|___________________

 | N | I | N | I | N | I _______________________________________________________________________________

 | | | Bu | Bu | Bu | Bu

 | | | | | |

429A---------------------| 6w | --- | --- | --- | --- | ---

 Lows, undrained | | | | | |

 | | | | | |

432A---------------------| 3s | --- | 31 | --- | 37 | ---

 Kevilar | | | | | |

 | | | | | |

432B---------------------| 3s | --- | 31 | --- | 37 | ---

 Kevilar | | | | | |

 | | | | | |

432C2--------------------| 3e | --- | 28 | --- | 33 | ---

 Kevilar | | | | | |

 | | | | | |

432D2--------------------| 4e | --- | 24 | --- | 29 | ---

 Kevilar | | | | | |

 | | | | | |

433A---------------------| 3s | --- | 31 | --- | 37 | ---

 Forkhorn | | | | | |

 | | | | | |

433B---------------------| 3s | --- | 31 | --- | 37 | ---

 Forkhorn | | | | | |

 | | | | | |

433C2--------------------| 3e | --- | 28 | --- | 33 | ---

 Forkhorn | | | | | |

 | | | | | |

433D2--------------------| 4e | --- | 24 | --- | 29 | ---

 Forkhorn | | | | | |

 | | | | | |

434B---------------------| 3s | --- | 31 | --- | 37 | ---

 Bilson | | | | | |

 | | | | | |

436A---------------------| 3s | --- | 31 | --- | 37 | ---

 Rusktown | | | | | |

 | | | | | |

438A---------------------| 3w | --- | 31 | --- | 37 | ---

 Hoopeston | | | | | |

 | | | | | |

453A---------------------| 3s | --- | 25 | --- | 33 | ---

 Burkhardt | | | | | |

 | | | | | |

453B---------------------| 3s | --- | 25 | --- | 33 | ---

 Burkhardt | | | | | |

 | | | | | |

454B---------------------| 3s | --- | 23 | --- | 30 | ---

 Chetek, kame terrace | | | | | |

 | | | | | |

454C2--------------------| 4e | --- | 21 | --- | 28 | ---

 Chetek, kame terrace | | | | | |

 | | | | | |

454D2--------------------| 6e | --- | 19 | --- | 25 | ---

 Chetek, kame terrace | | | | | |

 | | | | | |

454E---------------------| 7e | --- | --- | --- | --- | ---

 Chetek, kame terrace | | | | | |

 | | | | | |

468A---------------------| 2w | --- | 25 | --- | 33 | ---

 Oesterle, valley train | | | | | |

 | | | | | |

501A---------------------| 4s | --- | 21 | --- | 28 | ---

 Finchford | | | | | |

 | | | | | |

501B---------------------| 4s | --- | 21 | --- | 28 | ---

 Finchford | | | | | |

 | | | | | |
Dunn County, Wisconsin 153

Table 7.--Land Capability and Yields per Acre of Crops--Continued

_______________________________________________________________________________

 | Land | |

 Map symbol | capability | Soybeans | Winter wheat

 and soil name |_____________|___________________|___________________

 | N | I | N | I | N | I _______________________________________________________________________________

 | | | Bu | Bu | Bu | Bu

 | | | | | |

502B2--------------------| 4s | --- | 20 | --- | 24 | ---

 Chelsea | | | | | |

 | | | | | |

502C2--------------------| 6s | --- | 18 | --- | 22 | ---

 Chelsea | | | | | |

 | | | | | |

506A---------------------| 4s | --- | 21 | --- | 28 | ---

 Komro | | | | | |

 | | | | | |

508A---------------------| 4w | --- | 25 | --- | 30 | ---

 Farrington | | | | | |

 | | | | | |

510B---------------------| 4s | --- | 15 | --- | 19 | ---

 Boplain | | | | | |

 | | | | | |

510C---------------------| 6s | --- | 13 | --- | 17 | ---

 Boplain | | | | | |

 | | | | | |

511A---------------------| 4s | --- | 18 | 52 | 23 | ---

 Plainfield | | | | | |

 | | | | | |

511B---------------------| 4s | --- | 18 | 52 | 23 | ---

 Plainfield | | | | | |

 | | | | | |

511C---------------------| 6s | --- | 16 | --- | 21 | ---

 Plainfield | | | | | |

 | | | | | |

511F---------------------| 7s | --- | --- | --- | --- | ---

 Plainfield | | | | | |

 | | | | | |

512B---------------------| 3s | --- | 20 | --- | 25 | ---

 Drammen | | | | | |

 | | | | | |

512C---------------------| 4s | --- | 18 | --- | 23 | ---

 Drammen | | | | | |

 | | | | | |

512D---------------------| 6s | --- | 18 | --- | 21 | ---

 Drammen | | | | | |

 | | | | | |

516A---------------------| 4s | --- | 18 | --- | 23 | ---

 Aldo | | | | | |

 | | | | | |

546A---------------------| 3s | --- | 20 | --- | 25 | ---

 Prissel | | | | | |

 | | | | | |

546B---------------------| 3s | --- | 20 | --- | 25 | ---

 Prissel | | | | | |

 | | | | | |

546C---------------------| 4s | --- | 18 | --- | 23 | ---

 Prissel | | | | | |

 | | | | | |

546F---------------------| 7s | --- | --- | --- | --- | ---

 Prissel | | | | | |

 | | | | | |

555A---------------------| 6w | --- | --- | --- | --- | ---

 Fordum | | | | | |

 | | | | | |

561B---------------------| 4s | --- | 15 | --- | 19 | ---

 Tarr | | | | | |

 | | | | | |

566A---------------------| 4s | --- | 15 | --- | 19 | ---

 Tint | | | | | |

 | | | | | |
154 Soil Survey of

Table 7.--Land Capability and Yields per Acre of Crops--Continued

_______________________________________________________________________________

 | Land | |

 Map symbol | capability | Soybeans | Winter wheat

 and soil name |_____________|___________________|___________________

 | N | I | N | I | N | I _______________________________________________________________________________

 | | | Bu | Bu | Bu | Bu

 | | | | | |

573B---------------------| 4s | --- | 15 | 60 | 19 | ---

 Plainbo, sand sheet | | | | | |

 | | | | | |

573C---------------------| 6s | --- | 13 | --- | 18 | ---

 Plainbo, sand sheet | | | | | |

 | | | | | |

588A---------------------| 4w | --- | 20 | --- | 25 | ---

 Meehan, valley train | | | | | |

 | | | | | |

589A---------------------| 6w | --- | --- | --- | --- | ---

 Newson, undrained | | | | | |

 | | | | | |

601C---------------------| 6s | --- | --- | --- | --- | ---

 Beavercreek | | | | | |

 | | | | | |

616B---------------------| 2e | --- | 41 | --- | 45 | ---

 Chaseburg | | | | | |

 | | | | | |

619A---------------------| 6w | --- | --- | --- | --- | ---

 Vancecreek, undrained | | | | | |

 | | | | | |

626A---------------------| 2w | --- | 45 | --- | 47 | ---

 Arenzville | | | | | |

 | | | | | |

628A---------------------| 2w | --- | 41 | --- | 45 | ---

 Orion | | | | | |

 | | | | | |

629A---------------------| 6w | --- | --- | --- | --- | ---

 Ettrick, undrained | | | | | |

 | | | | | |

636A---------------------| 2w | --- | 37 | --- | 40 | ---

 Quarderer | | | | | |

 | | | | | |

646A---------------------| 2w | --- | 31 | --- | 37 | ---

 Dunnbot | | | | | |

 | | | | | |

656A---------------------| 4w | --- | 18 | --- | 23 | ---

 Scotah | | | | | |

 | | | | | |

766A---------------------| 3w | --- | 22 | --- | --- | ---

 Moppet | | | | | |

 | | | | | |

804B2--------------------| 3s | --- | 28 | --- | 33 | ---

 Arland, dissected | | | | | |

 | | | | | |

804C2--------------------| 3e | --- | 26 | --- | 31 | ---

 Arland, dissected | | | | | |

 | | | | | |

804D---------------------| 4e | --- | 24 | --- | 27 | ---

 Arland, dissected | | | | | |

 | | | | | |

814D2--------------------| 4e | --- | 35 | --- | 39 | ---

 Renova, dissected | | | | | |

 | | | | | |

816B2--------------------| 2e | --- | 43 | --- | 48 | ---

 Vlasaty, dissected | | | | | |

 | | | | | |

816C2--------------------| 3e | --- | 40 | --- | 44 | ---

 Vlasaty, dissected | | | | | |

 | | | | | |

826B2--------------------| 2e | --- | 48 | --- | 51 | ---

 Hersey | | | | | |

 | | | | | |
Dunn County, Wisconsin 155

Table 7.--Land Capability and Yields per Acre of Crops--Continued

_______________________________________________________________________________

 | Land | |

 Map symbol | capability | Soybeans | Winter wheat

 and soil name |_____________|___________________|___________________

 | N | I | N | I | N | I _______________________________________________________________________________

 | | | Bu | Bu | Bu | Bu

 | | | | | |

826C2--------------------| 3e | --- | 45 | --- | 47 | ---

 Hersey | | | | | |

 | | | | | |

828B---------------------| 2e | --- | 43 | --- | 45 | ---

 Vasa | | | | | |

 | | | | | |

836B2--------------------| 2e | --- | 41 | --- | 45 | ---

 Spencer, dissected | | | | | |

 | | | | | |

836C2--------------------| 3e | --- | 38 | --- | 41 | ---

 Spencer, dissected | | | | | |

 | | | | | |

838B---------------------| 2e | --- | 36 | --- | 39 | ---

 Almena, dissected | | | | | |

 | | | | | |

870B2--------------------| 2e | --- | 41 | --- | 45 | ---

 Santiago, dissected | | | | | |

 | | | | | |

870C2--------------------| 3e | --- | 38 | --- | 41 | ---

 Santiago, dissected | | | | | |

 | | | | | |

875B---------------------| 2e | --- | 31 | --- | 35 | ---

 Amery, dissected | | | | | |

 | | | | | |

875C2--------------------| 3e | --- | 28 | --- | 31 | ---

 Amery, dissected | | | | | |

 | | | | | |

875D---------------------| 4e | --- | 24 | --- | 27 | ---

 Amery, dissected | | | | | |

 | | | | | |

1125F--------------------| 7e | --- | --- | --- | --- | ---

 Dorerton-Elbaville | | | | | |

 | | | | | |

1145F--------------------| | | --- | --- | --- | ---

 Gaphill-----------------| 7e | --- | | | |

 Rockbluff---------------| 7s | --- | | | |

 | | | | | |

1224F--------------------| | | --- | --- | --- | ---

 Boone-------------------| 7s | --- | | | |

 Elevasil----------------| 7e | --- | | | |

 | | | | | |

1233F--------------------| 7s | --- | --- | --- | --- | ---

 Boone-Tarr | | | | | |

 | | | | | |

1275F--------------------| | | --- | --- | --- | ---

 Hayriver----------------| 7e | --- | | | |

 Twinmound---------------| 7s | --- | | | |

 | | | | | |

1648A--------------------| 7w | --- | --- | --- | --- | ---

 Northbend-Ettrick | | | | | |

 | | | | | |

1658A--------------------| 7w | --- | --- | --- | --- | ---

 Algansee-Kalmarville | | | | | |

 | | | | | |

2002. | | | | | |

 Udorthents, earthen dams| | | | | |

 | | | | | |

2003A. | | | | | |

 Riverwash | | | | | |

 | | | | | |

2013. | | | | | |

 Pits, gravel | | | | | |

 | | | | | |
156 Soil Survey of

Table 7.--Land Capability and Yields per Acre of Crops--Continued

_______________________________________________________________________________

 | Land | |

 Map symbol | capability | Soybeans | Winter wheat

 and soil name |_____________|___________________|___________________

 | N | I | N | I | N | I _______________________________________________________________________________

 | | | Bu | Bu | Bu | Bu

 | | | | | |

2014. | | | | | |

 Pits, quarry, hard | | | | | |

 bedrock | | | | | |

 | | | | | |

2016. | | | | | |

 Pits, quarry, soft | | | | | |

 bedrock | | | | | |

 | | | | | |

2030. | | | | | |

 Udorthents and | | | | | |

 Udipsamments | | | | | |

 | | | | | |

2050. | | | | | |

 Landfill | | | | | |

 | | | | | |

M-W. | | | | | |

 Miscellaneous water | | | | | |

 | | | | | |

W. | | | | | |

 Water | | | | | |

 | | | | | | _______________________________________________________________________________
Table 8.--Land Capability and Yields per Acre of Crops and Pasture (Yields in the "N" columns are for nonirrigated areas; those in the "I" columns are for irrigated areas. Yields 

 be expected under a high level of management. Absence of a yield indicates that the soil is not suited to t crop generally is not grown on the soil) ________________________________________________________________________________________________________________ | Land | | | |  Map symbol | capability | Alfalfa hay | Corn | Corn silage |Kentucky bluegras and soil name |_____________|___________________|___________________|___________________|_________________ | N | I | N | I | N | I | N | I | N | I ________________________________________________________________________________________________________________ | | | Tons | Tons | Bu | Bu | Tons | Tons | AUM* | AUM*  | | | | | | | | | | 11A-----------------| 7w | --- | --- | --- | --- | --- | --- | --- | --- | -- Markey, flood | | | | | | | | | |  plain, undrained | | | | | | | | | |  | | | | | | | | | | 20A-----------------| 6w | --- | --- | --- | --- | --- | --- | --- | --- | -- Palms and Houghton | | | | | | | | | |  | | | | | | | | | | 40A-----------------| 6w | --- | --- | --- | --- | --- | --- | --- | --- | -- Markey and | | | | | | | | | |  Seelyeville | | | | | | | | | |  | | | | | | | | | | 45A-----------------| 6w | --- | --- | --- | --- | --- | --- | --- | --- | -- Seelyeville and | | | | | | | | | |  Cathro | | | | | | | | | |  | | | | | | | | | | 101B----------------| 4s | --- | 2.3 | --- | 50 | --- | 8.0 | --- | 1.5 | -- Menahga, valley | | | | | | | | | |  train | | | | | | | | | |  | | | | | | | | | | 101C----------------| 6s | --- | 2.1 | --- | 45 | --- | 7.0 | --- | 1.3 | -- Menahga, valley | | | | | | | | | |  train | | | | | | | | | |  | | | | | | | | | | 101E----------------| 7s | --- | 2.0 | --- | --- | --- | --- | --- | 0.7 | -- Menahga, valley | | | | | | | | | |  train | | | | | | | | | |  | | | | | | | | | | 115B2---------------| 2e | --- | 5.5 | --- | 145 | --- | 24.0 | --- | 4.8 | -- Seaton | | | | | | | | | |  | | | | | | | | | | 115C2---------------| 3e | --- | 5.1 | --- | 135 | --- | 22.0 | --- | 4.4 | -- Seaton | | | | | | | | | |  | | | | | | | | | | 115D2---------------| 4e | --- | 4.7 | --- | 125 | --- | 20.0 | --- | 4.0 | -- Seaton | | | | | | | | | |  | | | | | | | | | | 115E2---------------| 6e | --- | 4.5 | --- | 115 | --- | 19.0 | --- | 3.6 | -- Seaton | | | | | | | | | |  | | | | | | | | | |  See footnote at end of table.
Table 8.--Land Capability and Yields per Acre of Crops and Pasture--Continued _________________________________________________________________________________________________________________

 | Land | | | |  Map symbol | capability | Alfalfa hay | Corn | Corn silage |Kentucky bluegrass  and soil name |_____________|___________________|___________________|___________________|__________________ | N | I | N | I | N | I | N | I | N | I _________________________________________________________________________________________________________________ | | | Tons | Tons | Bu | Bu | Tons | Tons | AUM* | AUM*  | | | | | | | | | | 116C2---------------| 3e | --- | 5.1 | --- | 135 | --- | 22.0 | --- | 4.4 | -- Churchtown | | | | | | | | | |  | | | | | | | | | | 116D2---------------| 4e | --- | 4.7 | --- | 125 | --- | 20.0 | --- | 4.0 | -- Churchtown | | | | | | | | | |  | | | | | | | | | | 116E2---------------| 6e | --- | 4.5 | --- | 115 | --- | 19.0 | --- | 3.6 | -- Churchtown | | | | | | | | | |  | | | | | | | | | | 125B2---------------| 2e | --- | 5.5 | --- | 145 | --- | 24.0 | --- | 4.8 | -- Pepin | | | | | | | | | |  | | | | | | | | | | 125C2---------------| 3e | --- | 5.1 | --- | 135 | --- | 22.0 | --- | 4.4 | -- Pepin | | | | | | | | | |  | | | | | | | | | | 125D2---------------| 4e | --- | 4.7 | --- | 125 | --- | 20.0 | --- | 4.0 | -- Pepin | | | | | | | | | |  | | | | | | | | | | 125E2---------------| 6e | --- | 4.5 | --- | 115 | --- | 19.0 | --- | 3.6 | -- Pepin | | | | | | | | | |  | | | | | | | | | | 135C2---------------| 3e | --- | 5.1 | --- | 130 | --- | 21.0 | --- | 4.4 | -- Wickware | | | | | | | | | |  | | | | | | | | | | 135D2---------------| 4e | --- | 4.7 | --- | 120 | --- | 19.0 | --- | 4.0 | -- Wickware | | | | | | | | | |  | | | | | | | | | | 135E2---------------| 6e | --- | 4.5 | --- | 110 | --- | 17.0 | --- | 3.6 | -- Wickware | | | | | | | | | |  | | | | | | | | | | 136B----------------| 2e | --- | 5.1 | --- | 140 | --- | 23.0 | --- | 4.8 | -- Doritty | | | | | | | | | |  | | | | | | | | | | 136C2---------------| 3e | --- | 4.7 | --- | 130 | --- | 21.0 | --- | 4.4 | -- Doritty | | | | | | | | | |  | | | | | | | | | | 144B2---------------| 2e | --- | 4.2 | --- | 110 | --- | 16.0 | --- | 3.4 | -- NewGlarus | | | | | | | | | |  | | | | | | | | | | 144C2---------------| 3e | --- | 3.8 | --- | 100 | --- | 15.0 | --- | 3.0 | -- NewGlarus | | | | | | | | | |  | | | | | | | | | |  See footnote at end of table.
Table 8.--Land Capability and Yields per Acre of Crops and Pasture--Continued ________________________________________________________________________________________________________________

 | Land | | | |  Map symbol | capability | Alfalfa hay | Corn | Corn silage |Kentucky bluegras and soil name |_____________|___________________|___________________|___________________|_________________ | N | I | N | I | N | I | N | I | N | I ________________________________________________________________________________________________________________ | | | Tons | Tons | Bu | Bu | Tons | Tons | AUM* | AUM*  | | | | | | | | | | 144D2---------------| 4e | --- | 3.4 | --- | 90 | --- | 14.0 | --- | 2.8 | -- NewGlarus | | | | | | | | | |  | | | | | | | | | | 144E2---------------| 6e | --- | 3.1 | --- | 80 | --- | 13.0 | --- | 2.4 | -- NewGlarus | | | | | | | | | |  | | | | | | | | | | 161E----------------| 6e | --- | 2.7 | --- | 75 | --- | 12.0 | --- | 1.8 | -- Fivepoints | | | | | | | | | |  | | | | | | | | | | 208A----------------| 2w | --- | 3.4 | --- | 95 | --- | 14.0 | --- | 2.8 | -- Siouxcreek | | | | | | | | | |  | | | | | | | | | | 213B2---------------| 2e | --- | 3.9 | --- | 105 | --- | 16.0 | --- | 3.0 | -- Hixton | | | | | | | | | |  | | | | | | | | | | 213C2---------------| 3e | --- | 3.5 | --- | 95 | --- | 15.0 | --- | 2.8 | -- Hixton | | | | | | | | | |  | | | | | | | | | | 224B----------------| 3s | --- | 3.8 | --- | 90 | --- | 15.0 | --- | 3.1 | -- Elevasil | | | | | | | | | |  | | | | | | | | | | 224C2---------------| 3e | --- | 3.4 | --- | 80 | --- | 13.0 | --- | 2.7 | -- Elevasil | | | | | | | | | |  | | | | | | | | | | 224D2---------------| 4e | --- | 3.0 | --- | 70 | --- | 11.0 | --- | 2.3 | -- Elevasil | | | | | | | | | |  | | | | | | | | | | 224E2---------------| 6e | --- | 2.7 | --- | 60 | --- | 10.0 | --- | 2.0 | -- Elevasil | | | | | | | | | |  | | | | | | | | | | 233C----------------| 6s | --- | 1.8 | --- | 40 | --- | 6.0 | --- | 0.9 | -- Boone | | | | | | | | | |  | | | | | | | | | | 243B2---------------| 2e | --- | 3.7 | --- | 95 | --- | 14.0 | --- | 2.8 | -- Hixton, thin solum | | | | | | | | | |  | | | | | | | | | | 243C2---------------| 3e | --- | 3.3 | --- | 90 | --- | 13.0 | --- | 2.6 | -- Hixton, thin solum | | | | | | | | | |  | | | | | | | | | | 244B----------------| 3s | --- | 2.4 | --- | 60 | --- | 10.0 | --- | 2.2 | -- Elkmound | | | | | | | | | |  | | | | | | | | | | 244C2---------------| 4e | --- | 2.0 | --- | 50 | --- | 8.0 | --- | 1.8 | -- Elkmound | | | | | | | | | |  | | | | | | | | | |  See footnote at end of table.
Table 8.--Land Capability and Yields per Acre of Crops and Pasture--Continued _________________________________________________________________________________________________________________

 | Land | | | |  Map symbol | capability | Alfalfa hay | Corn | Corn silage |Kentucky bluegrass  and soil name |_____________|___________________|___________________|___________________|__________________ | N | I | N | I | N | I | N | I | N | I _________________________________________________________________________________________________________________ | | | Tons | Tons | Bu | Bu | Tons | Tons | AUM* | AUM*  | | | | | | | | | | 244D2---------------| 6e | --- | 1.6 | --- | 40 | --- | 7.0 | --- | 1.4 | -- Elkmound | | | | | | | | | |  | | | | | | | | | | 254B2---------------| 2e | --- | 4.2 | --- | 110 | --- | 18.0 | --- | 3.6 | -- Norden | | | | | | | | | |  | | | | | | | | | | 254C2---------------| 3e | --- | 3.8 | --- | 100 | --- | 16.0 | --- | 3.2 | -- Norden | | | | | | | | | |  | | | | | | | | | | 254D2---------------| 4e | --- | 3.4 | --- | 90 | --- | 15.0 | --- | 2.8 | -- Norden | | | | | | | | | |  | | | | | | | | | | 254E2---------------| 6e | --- | 3.1 | --- | 80 | --- | 14.0 | --- | 2.2 | -- Norden | | | | | | | | | |  | | | | | | | | | | 254F----------------| 7e | --- | --- | --- | --- | --- | --- | --- | 2.0 | -- Norden | | | | | | | | | |  | | | | | | | | | | 255B2---------------| 3s | --- | 3.8 | --- | 85 | --- | 14.0 | --- | 2.9 | -- Urne | | | | | | | | | |  | | | | | | | | | | 255C2---------------| 3e | --- | 3.4 | --- | 75 | --- | 12.0 | --- | 2.5 | -- Urne | | | | | | | | | |  | | | | | | | | | | 255D2---------------| 4e | --- | 3.0 | --- | 65 | --- | 11.0 | --- | 2.1 | -- Urne | | | | | | | | | |  | | | | | | | | | | 255E2---------------| 6e | --- | 2.7 | --- | 55 | --- | 10.0 | --- | 2.1 | -- Urne | | | | | | | | | |  | | | | | | | | | | 255F----------------| 7e | --- | --- | --- | --- | --- | --- | --- | 1.9 | -- Urne | | | | | | | | | |  | | | | | | | | | | 265B----------------| 3s | --- | 4.0 | --- | 85 | --- | 13.0 | --- | 3.8 | -- Garne | | | | | | | | | |  | | | | | | | | | | 265C----------------| 3e | --- | 3.5 | --- | 80 | --- | 12.0 | --- | 3.8 | -- Garne | | | | | | | | | |  | | | | | | | | | | 266B----------------| 2e | --- | 4.0 | --- | 85 | --- | 14.0 | --- | 2.7 | -- Hiles | | | | | | | | | |  | | | | | | | | | |  See footnote at end of table.
Table 8.--Land Capability and Yields per Acre of Crops and Pasture--Continued _________________________________________________________________________________________________________________

 | Land | | | |  Map symbol | capability | Alfalfa hay | Corn | Corn silage |Kentucky bluegrass  and soil name |_____________|___________________|___________________|___________________|__________________ | N | I | N | I | N | I | N | I | N | I _________________________________________________________________________________________________________________ | | | Tons | Tons | Bu | Bu | Tons | Tons | AUM* | AUM*  | | | | | | | | | | 268A----------------| 3w | --- | 3.5 | --- | 75 | --- | 12.0 | --- | 2.7 | -- Kert | | | | | | | | | |  | | | | | | | | | | 269A----------------| 6w | --- | --- | --- | --- | --- | --- | --- | --- | -- Veedum, undrained | | | | | | | | | |  | | | | | | | | | | 273B2---------------| 2e | --- | 4.2 | --- | 100 | --- | 16.0 | --- | 3.6 | -- Dobie and Hixton | | | | | | | | | |  | | | | | | | | | | 273C2---------------| 3e | --- | 3.8 | --- | 90 | --- | 14.0 | --- | 3.2 | -- Dobie and Hixton | | | | | | | | | |  | | | | | | | | | | 273D2---------------| 4e | --- | 3.4 | --- | 80 | --- | 12.0 | --- | 2.8 | -- Dobie and Hixton | | | | | | | | | |  | | | | | | | | | | 273E2---------------| 6e | --- | 3.1 | --- | 70 | --- | 10.0 | --- | 2.2 | -- Dobie and Hixton | | | | | | | | | |  | | | | | | | | | | 275B2---------------| 3s | --- | 3.8 | --- | 80 | --- | 13.0 | --- | 2.9 | -- Hayriver and | | | | | | | | | |  Elevasil | | | | | | | | | |  | | | | | | | | | | 275C2---------------| 3e | --- | 3.4 | --- | 70 | --- | 11.0 | --- | 2.5 | -- Hayriver and | | | | | | | | | |  Elevasil | | | | | | | | | |  | | | | | | | | | | 275D2---------------| 4e | --- | 3.0 | --- | 60 | --- | 10.0 | --- | 2.1 | -- Hayriver and | | | | | | | | | |  Elevasil | | | | | | | | | |  | | | | | | | | | | 276B----------------| 3s | --- | 2.5 | --- | 55 | --- | 9.0 | --- | 2.0 | -- Humbird, loamy | | | | | | | | | |  subsoil | | | | | | | | | |  | | | | | | | | | | 278A----------------| 3w | --- | 3.0 | --- | 65 | --- | 10.0 | --- | 1.9 | -- Merrillan, loamy | | | | | | | | | |  subsoil | | | | | | | | | |  | | | | | | | | | | 282C----------------| 6s | --- | 1.8 | --- | 40 | --- | 6.0 | --- | 0.9 | -- Twinmound | | | | | | | | | |  | | | | | | | | | | 282F----------------| 7s | --- | --- | --- | --- | --- | --- | --- | 0.7 | -- Twinmound | | | | | | | | | |  | | | | | | | | | |  See footnote at end of table.
Table 8.--Land Capability and Yields per Acre of Crops and Pasture--Continued _________________________________________________________________________________________________________________

 | Land | | | |  Map symbol | capability | Alfalfa hay | Corn | Corn silage |Kentucky bluegrass  and soil name |_____________|___________________|___________________|___________________|__________________ | N | I | N | I | N | I | N | I | N | I _________________________________________________________________________________________________________________ | | | Tons | Tons | Bu | Bu | Tons | Tons | AUM* | AUM*  | | | | | | | | | | 313D2---------------| 4e | --- | 4.7 | --- | 115 | --- | 19.0 | --- | 4.2 | ---  Plumcreek | | | | | | | | | |  | | | | | | | | | | 313F----------------| 7e | --- | --- | --- | --- | --- | --- | --- | 3.4 | ---  Plumcreek | | | | | | | | | |  | | | | | | | | | | 316B2---------------| 2e | --- | 5.3 | --- | 140 | --- | 23.0 | --- | 5.0 | ---  Ella | | | | | | | | | |  | | | | | | | | | | 316C2---------------| 3e | --- | 4.9 | --- | 130 | --- | 21.0 | --- | 4.6 | ---  Ella | | | | | | | | | |  | | | | | | | | | | 318A----------------| 2w | --- | 5.2 | --- | 135 | --- | 22.0 | --- | 4.5 | ---  Bearpen | | | | | | | | | |  | | | | | | | | | | 349A----------------| 6w | --- | --- | --- | --- | --- | --- | --- | --- | ---  Rib, valley train, | | | | | | | | | |  undrained | | | | | | | | | |  | | | | | | | | | | 378A----------------| 2w | --- | 3.7 | --- | 100 | --- | 16.0 | --- | 3.0 | ---  Poskin, valley | | | | | | | | | |  train | | | | | | | | | |  | | | | | | | | | | 403A----------------| 2s | --- | 4.4 | --- | 110 | --- | 18.0 | --- | 3.9 | ---  Dakota | | | | | | | | | |  | | | | | | | | | | 413A----------------| 3s | --- | 4.2 | --- | 100 | --- | 15.0 | --- | 3.0 | ---  Rasset | | | | | | | | | |  | | | | | | | | | | 413B----------------| 3s | --- | 4.2 | --- | 100 | --- | 15.0 | --- | 3.0 | ---  Rasset | | | | | | | | | |  | | | | | | | | | | 416A----------------| 2s | --- | 4.2 | --- | 105 | --- | 16.0 | --- | 3.4 | ---  Menomin | | | | | | | | | |  | | | | | | | | | | 423A----------------| 2s | --- | 4.2 | --- | 105 | --- | 16.0 | --- | 3.4 | ---  Meridian | | | | | | | | | |  | | | | | | | | | | 423B2---------------| 2e | --- | 4.2 | --- | 105 | --- | 16.0 | --- | 3.4 | ---  Meridian | | | | | | | | | |  | | | | | | | | | | 423C2---------------| 3e | --- | 3.8 | --- | 95 | --- | 14.0 | --- | 3.0 | ---  Meridian | | | | | | | | | |  | | | | | | | | | |  See footnote at end of table.
Table 8.--Land Capability and Yields per Acre of Crops and Pasture--Continued _________________________________________________________________________________________________________________

 | Land | | | |  Map symbol | capability | Alfalfa hay | Corn | Corn silage |Kentucky bluegrass  and soil name |_____________|___________________|___________________|___________________|__________________ | N | I | N | I | N | I | N | I | N | I _________________________________________________________________________________________________________________ | | | Tons | Tons | Bu | Bu | Tons | Tons | AUM* | AUM*  | | | | | | | | | | 428A----------------| 2w | --- | 3.7 | --- | 105 | --- | 17.0 | --- | 3.1 | -- Shiffer | | | | | | | | | |  | | | | | | | | | | 429A----------------| 6w | --- | --- | --- | --- | --- | --- | --- | --- | -- Lows, undrained | | | | | | | | | |  | | | | | | | | | | 432A----------------| 3s | --- | 4.2 | --- | 100 | --- | 16.0 | --- | 2.9 | -- Kevilar | | | | | | | | | |  | | | | | | | | | | 432B----------------| 3s | --- | 4.2 | --- | 100 | --- | 16.0 | --- | 2.9 | -- Kevilar | | | | | | | | | |  | | | | | | | | | | 432C2---------------| 3e | --- | 3.8 | --- | 90 | --- | 15.0 | --- | 2.6 | -- Kevilar | | | | | | | | | |  | | | | | | | | | | 432D2---------------| 4e | --- | 3.5 | --- | 80 | --- | 13.0 | --- | 2.3 | -- Kevilar | | | | | | | | | |  | | | | | | | | | | 433A----------------| 3s | --- | 3.8 | --- | 95 | --- | 15.0 | --- | 2.9 | -- Forkhorn | | | | | | | | | |  | | | | | | | | | | 433B----------------| 3s | --- | 3.8 | --- | 95 | --- | 15.0 | --- | 2.9 | -- Forkhorn | | | | | | | | | |  | | | | | | | | | | 433C2---------------| 3e | --- | 3.4 | --- | 85 | --- | 14.0 | --- | 2.6 | -- Forkhorn | | | | | | | | | |  | | | | | | | | | | 433D2---------------| 4e | --- | 3.1 | --- | 75 | --- | 12.0 | --- | 2.2 | -- Forkhorn | | | | | | | | | |  | | | | | | | | | | 434B----------------| 3s | --- | 3.8 | --- | 95 | --- | 15.0 | --- | 2.9 | -- Bilson | | | | | | | | | |  | | | | | | | | | | 436A----------------| 3s | --- | 3.8 | --- | 95 | --- | 15.0 | --- | 2.9 | -- Rusktown | | | | | | | | | |  | | | | | | | | | | 438A----------------| 3w | --- | 3.8 | --- | 95 | --- | 15.0 | --- | 2.9 | -- Hoopeston | | | | | | | | | |  | | | | | | | | | | 453A----------------| 3s | --- | 3.1 | --- | 75 | --- | 12.0 | --- | 2.9 | -- Burkhardt | | | | | | | | | |  | | | | | | | | | |  See footnote at end of table.
Table 8.--Land Capability and Yields per Acre of Crops and Pasture--Continued _________________________________________________________________________________________________________________

 | Land | | | |  Map symbol | capability | Alfalfa hay | Corn | Corn silage |Kentucky bluegrass  and soil name |_____________|___________________|___________________|___________________|__________________ | N | I | N | I | N | I | N | I | N | I _________________________________________________________________________________________________________________ | | | Tons | Tons | Bu | Bu | Tons | Tons | AUM* | AUM*  | | | | | | | | | | 453B----------------| 3s | --- | 3.1 | --- | 75 | --- | 12.0 | --- | 2.9 | -- Burkhardt | | | | | | | | | |  | | | | | | | | | | 454B----------------| 3s | --- | 3.1 | --- | 70 | --- | 11.0 | --- | 2.7 | -- Chetek, kame | | | | | | | | | |  terrace | | | | | | | | | |  | | | | | | | | | | 454C2---------------| 4e | --- | 2.9 | --- | 65 | --- | 10.0 | --- | 2.5 | -- Chetek, kame | | | | | | | | | |  terrace | | | | | | | | | |  | | | | | | | | | | 454D2---------------| 6e | --- | 2.4 | --- | 55 | --- | 8.0 | --- | 2.1 | -- Chetek, kame | | | | | | | | | |  terrace | | | | | | | | | |  | | | | | | | | | | 454E----------------| 7e | --- | 2.2 | --- | --- | --- | --- | --- | 1.9 | -- Chetek, kame | | | | | | | | | |  terrace | | | | | | | | | |  | | | | | | | | | | 468A----------------| 2w | --- | 3.4 | --- | 85 | --- | 14.0 | --- | 2.8 | -- Oesterle, valley | | | | | | | | | |  train | | | | | | | | | |  | | | | | | | | | | 501A----------------| 4s | --- | 2.8 | --- | 65 | --- | 10.0 | --- | 2.0 | -- Finchford | | | | | | | | | |  | | | | | | | | | | 501B----------------| 4s | --- | 2.8 | --- | 65 | --- | 10.0 | --- | 2.0 | -- Finchford | | | | | | | | | |  | | | | | | | | | | 502B2---------------| 4s | --- | 2.6 | --- | 60 | --- | 10.0 | --- | 1.5 | -- Chelsea | | | | | | | | | |  | | | | | | | | | | 502C2---------------| 6s | --- | 2.3 | --- | 55 | --- | 9.0 | --- | 1.0 | -- Chelsea | | | | | | | | | |  | | | | | | | | | | 506A----------------| 4s | --- | 2.8 | --- | 65 | --- | 10.0 | --- | 2.0 | -- Komro | | | | | | | | | |  | | | | | | | | | | 508A----------------| 4w | --- | 3.0 | --- | 75 | --- | 12.0 | --- | 2.2 | -- Farrington | | | | | | | | | |  | | | | | | | | | | 510B----------------| 4s | --- | 2.1 | --- | 45 | --- | 7.0 | --- | 1.1 | -- Boplain | | | | | | | | | |  | | | | | | | | | |  See footnote at end of table.
Table 8.--Land Capability and Yields per Acre of Crops and Pasture--Continued ________________________________________________________________________________________________________________

 | Land | | | |  Map symbol | capability | Alfalfa hay | Corn | Corn silage |Kentucky bluegras and soil name |_____________|___________________|___________________|___________________|_________________ | N | I | N | I | N | I | N | I | N | I ________________________________________________________________________________________________________________ | | | Tons | Tons | Bu | Bu | Tons | Tons | AUM* | AUM*  | | | | | | | | | | 510C----------------| 6s | --- | 1.9 | --- | 40 | --- | 6.0 | --- | 0.9 | -- Boplain | | | | | | | | | |  | | | | | | | | | | 511A----------------| 4s | --- | 2.5 | 4.7 | 55 | 150 | 9.0 | --- | 1.5 | -- Plainfield | | | | | | | | | |  | | | | | | | | | | 511B----------------| 4s | --- | 2.5 | 4.7 | 55 | 150 | 9.0 | --- | 1.5 | -- Plainfield | | | | | | | | | |  | | | | | | | | | | 511C----------------| 6s | --- | 2.3 | --- | 50 | --- | 8.0 | --- | 1.3 | -- Plainfield | | | | | | | | | |  | | | | | | | | | | 511F----------------| 7s | --- | 1.7 | --- | --- | --- | --- | --- | 0.7 | -- Plainfield | | | | | | | | | |  | | | | | | | | | | 512B----------------| 3s | --- | 2.8 | --- | 65 | --- | 10.0 | --- | 1.7 | -- Drammen | | | | | | | | | |  | | | | | | | | | | 512C----------------| 4s | --- | 2.6 | --- | 60 | --- | 10.0 | --- | 1.5 | -- Drammen | | | | | | | | | |  | | | | | | | | | | 512D----------------| 6s | --- | 2.3 | --- | 55 | --- | 9.0 | --- | 1.3 | -- Drammen | | | | | | | | | |  | | | | | | | | | | 516A----------------| 4s | --- | 2.5 | --- | 55 | --- | 9.0 | --- | 1.5 | -- Aldo | | | | | | | | | |  | | | | | | | | | | 546A----------------| 3s | --- | 2.8 | --- | 65 | --- | 10.0 | --- | 1.7 | -- Prissel | | | | | | | | | |  | | | | | | | | | | 546B----------------| 3s | --- | 2.8 | --- | 65 | --- | 10.0 | --- | 1.7 | -- Prissel | | | | | | | | | |  | | | | | | | | | | 546C----------------| 4s | --- | 2.6 | --- | 55 | --- | 9.0 | --- | 1.5 | -- Prissel | | | | | | | | | |  | | | | | | | | | | 546F----------------| 7s | --- | 1.7 | --- | --- | --- | --- | --- | 0.7 | -- Prissel | | | | | | | | | |  | | | | | | | | | | 555A----------------| 6w | --- | --- | --- | --- | --- | --- | --- | --- | -- Fordum | | | | | | | | | |  | | | | | | | | | | 561B----------------| 4s | --- | 2.1 | --- | 45 | --- | 7.0 | --- | 1.1 | -- Tarr | | | | | | | | | |  | | | | | | | | | |  See footnote at end of table.
Table 8.--Land Capability and Yields per Acre of Crops and Pasture--Continued _________________________________________________________________________________________________________________

 | Land | | | |  Map symbol | capability | Alfalfa hay | Corn | Corn silage |Kentucky bluegrass  and soil name |_____________|___________________|___________________|___________________|__________________ | N | I | N | I | N | I | N | I | N | I _________________________________________________________________________________________________________________ | | | Tons | Tons | Bu | Bu | Tons | Tons | AUM* | AUM*  | | | | | | | | | | 566A----------------| 4s | --- | 2.1 | --- | 45 | 100 | 7.0 | --- | 1.1 | -- Tint | | | | | | | | | |  | | | | | | | | | | 573B----------------| 4s | --- | 2.1 | 5.0 | 45 | 170 | 7.0 | --- | 1.1 | -- Plainbo, sand sheet| | | | | | | | | |  | | | | | | | | | | 573C----------------| 6s | --- | 1.9 | --- | 40 | --- | 6.0 | --- | 0.9 | -- Plainbo, sand sheet| | | | | | | | | |  | | | | | | | | | | 588A----------------| 4w | --- | 2.5 | --- | 60 | --- | 10.0 | --- | 1.8 | -- Meehan, valley | | | | | | | | | |  train | | | | | | | | | |  | | | | | | | | | | 589A----------------| 6w | --- | --- | --- | --- | --- | --- | --- | --- | -- Newson, undrained | | | | | | | | | |  | | | | | | | | | | 601C----------------| 6s | --- | --- | --- | --- | --- | --- | --- | 2.5 | -- Beavercreek | | | | | | | | | |  | | | | | | | | | | 616B----------------| 2e | --- | 4.7 | --- | 125 | --- | 20.0 | --- | 4.6 | -- Chaseburg | | | | | | | | | |  | | | | | | | | | | 619A----------------| 6w | --- | --- | --- | --- | --- | --- | --- | --- | -- Vancecreek, | | | | | | | | | |  undrained | | | | | | | | | |  | | | | | | | | | | 626A----------------| 2w | --- | 5.0 | --- | 135 | --- | 22.0 | --- | 4.8 | -- Arenzville | | | | | | | | | |  | | | | | | | | | | 628A----------------| 2w | --- | 4.5 | --- | 125 | --- | 20.0 | --- | 4.0 | -- Orion | | | | | | | | | |  | | | | | | | | | | 629A----------------| 6w | --- | --- | --- | --- | --- | --- | --- | --- | -- Ettrick, undrained | | | | | | | | | |  | | | | | | | | | | 636A----------------| 2w | --- | 5.0 | --- | 110 | --- | 18.0 | --- | 4.3 | -- Quarderer | | | | | | | | | |  | | | | | | | | | | 646A----------------| 2w | --- | 3.8 | --- | 95 | --- | 15.0 | --- | 2.9 | -- Dunnbot | | | | | | | | | |  | | | | | | | | | | 656A----------------| 4w | --- | 2.5 | --- | 55 | --- | 9.0 | --- | 1.5 | -- Scotah | | | | | | | | | |  | | | | | | | | | |  See footnote at end of table.
Table 8.--Land Capability and Yields per Acre of Crops and Pasture--Continued _________________________________________________________________________________________________________________

 | Land | | | |  Map symbol | capability | Alfalfa hay | Corn | Corn silage |Kentucky bluegrass  and soil name |_____________|___________________|___________________|___________________|__________________ | N | I | N | I | N | I | N | I | N | I _________________________________________________________________________________________________________________ | | | Tons | Tons | Bu | Bu | Tons | Tons | AUM* | AUM*  | | | | | | | | | | 766A----------------| 3w | --- | 2.6 | --- | 65 | --- | 10.0 | --- | 3.0 | -- Moppet | | | | | | | | | |  | | | | | | | | | | 804B2---------------| 3s | --- | 4.0 | --- | 85 | --- | 14.0 | --- | 3.0 | -- Arland, dissected | | | | | | | | | |  | | | | | | | | | | 804C2---------------| 3e | --- | 3.8 | --- | 80 | --- | 13.0 | --- | 2.6 | -- Arland, dissected | | | | | | | | | |  | | | | | | | | | | 804D----------------| 4e | --- | 3.4 | --- | 70 | --- | 11.0 | --- | 2.2 | -- Arland, dissected | | | | | | | | | |  | | | | | | | | | | 814D2---------------| 4e | --- | 3.9 | --- | 105 | --- | 17.0 | --- | 3.9 | -- Renova, dissected | | | | | | | | | |  | | | | | | | | | | 816B2---------------| 2e | --- | 4.7 | --- | 130 | --- | 21.0 | --- | 4.5 | -- Vlasaty, dissected | | | | | | | | | |  | | | | | | | | | | 816C2---------------| 3e | --- | 4.5 | --- | 120 | --- | 20.0 | --- | 4.1 | -- Vlasaty, dissected | | | | | | | | | |  | | | | | | | | | | 826B2---------------| 2e | --- | 5.5 | --- | 145 | --- | 24.0 | --- | 4.8 | -- Hersey | | | | | | | | | |  | | | | | | | | | | 826C2---------------| 3e | --- | 5.1 | --- | 135 | --- | 22.0 | --- | 4.4 | -- Hersey | | | | | | | | | |  | | | | | | | | | | 828B----------------| 2e | --- | 5.0 | --- | 130 | --- | 21.0 | --- | 4.3 | -- Vasa | | | | | | | | | |  | | | | | | | | | | 836B2---------------| 2e | --- | 4.7 | --- | 125 | --- | 20.0 | --- | 4.5 | -- Spencer, dissected | | | | | | | | | |  | | | | | | | | | | 836C2---------------| 3e | --- | 4.5 | --- | 115 | --- | 18.0 | --- | 4.1 | -- Spencer, dissected | | | | | | | | | |  | | | | | | | | | | 838B----------------| 2e | --- | 4.4 | --- | 110 | --- | 17.0 | --- | 4.0 | -- Almena, dissected | | | | | | | | | |  | | | | | | | | | | 870B2---------------| 2e | --- | 4.5 | --- | 125 | --- | 20.0 | --- | 4.5 | -- Santiago, dissected| | | | | | | | | |  | | | | | | | | | |  See footnote at end of table.
Table 8.--Land Capability and Yields per Acre of Crops and Pasture--Continued _________________________________________________________________________________________________________________

 | Land | | | |  Map symbol | capability | Alfalfa hay | Corn | Corn silage |Kentucky bluegrass  and soil name |_____________|___________________|___________________|___________________|__________________ | N | I | N | I | N | I | N | I | N | I _________________________________________________________________________________________________________________ | | | Tons | Tons | Bu | Bu | Tons | Tons | AUM* | AUM*  | | | | | | | | | | 870C2---------------| 3e | --- | 4.3 | --- | 115 | --- | 18.0 | --- | 4.1 | -- Santiago, dissected| | | | | | | | | |  | | | | | | | | | | 875B----------------| 2e | --- | 4.3 | --- | 95 | --- | 16.0 | --- | 3.0 | -- Amery, dissected | | | | | | | | | |  | | | | | | | | | | 875C2---------------| 3e | --- | 4.1 | --- | 85 | --- | 14.0 | --- | 2.6 | -- Amery, dissected | | | | | | | | | |  | | | | | | | | | | 875D----------------| 4e | --- | 3.7 | --- | 75 | --- | 12.0 | --- | 2.2 | -- Amery, dissected | | | | | | | | | |  | | | | | | | | | | 1125F---------------| 7e | --- | --- | --- | --- | --- | --- | --- | 2.3 | -- Dorerton-Elbaville | | | | | | | | | |  | | | | | | | | | | 1145F---------------| | | --- | --- | --- | --- | --- | --- | 1.2 | -- Gaphill------------| 7e | --- | | | | | | | |  Rockbluff----------| 7s | --- | | | | | | | |  | | | | | | | | | | 1224F---------------| | | --- | --- | --- | --- | --- | --- | 1.0 | -- Boone--------------| 7s | --- | | | | | | | |  Elevasil | 7e | --- | | | | | | | |  | | | | | | | | | | 1233F---------------| 7s | --- | --- | --- | --- | --- | --- | --- | 0.6 | -- Boone-Tarr | | | | | | | | | |  | | | | | | | | | | 1275F---------------| | | --- | --- | --- | --- | --- | --- | 1.1 | -- Hayriver-----------| 7e | --- | | | | | | | |  Twinmound----------| 7s | --- | | | | | | | |  | | | | | | | | | | 1648A---------------| 7w | --- | --- | --- | --- | --- | --- | --- | 3.1 | -- Northbend-Ettrick | | | | | | | | | |  | | | | | | | | | | 1658A---------------| 7w | --- | --- | --- | --- | --- | --- | --- | 1.1 | -- Algansee- | | | | | | | | | |  Kalmarville | | | | | | | | | |  | | | | | | | | | | 2002. | | | | | | | | | |  Udorthents, earthen| | | | | | | | | |  dams | | | | | | | | | |  | | | | | | | | | | 2003A. | | | | | | | | | |  Riverwash | | | | | | | | | |  | | | | | | | | | |  See footnote at end of table.
Table 8.--Land Capability and Yields per Acre of Crops and Pasture--Continued _________________________________________________________________________________________________________________

 | Land | | | |  Map symbol | capability | Alfalfa hay | Corn | Corn silage |Kentucky bluegrass  and soil name |_____________|___________________|___________________|___________________|__________________ | N | I | N | I | N | I | N | I | N | I _________________________________________________________________________________________________________________ | | | Tons | Tons | Bu | Bu | Tons | Tons | AUM* | AUM*  | | | | | | | | | | 2013. | | | | | | | | | |  Pits, gravel | | | | | | | | | |  | | | | | | | | | | 2014. | | | | | | | | | |  Pits, quarry, hard | | | | | | | | | |  bedrock | | | | | | | | | |  | | | | | | | | | | 2016. | | | | | | | | | |  Pits, quarry, soft | | | | | | | | | |  bedrock | | | | | | | | | |  | | | | | | | | | | 2030. | | | | | | | | | |  Udorthents and | | | | | | | | | |  Udipsamments | | | | | | | | | |  | | | | | | | | | | 2050. | | | | | | | | | |  Landfill | | | | | | | | | |  | | | | | | | | | | M-W. | | | | | | | | | |  Miscellaneous water| | | | | | | | | |  | | | | | | | | | | W. | | | | | | | | | |  Water | | | | | | | | | |  | | | | | | | | | | _________________________________________________________________________________________________________________ * Animal unit month: The amount of forage or feed required to feed one animal unit (one cow, one horse, one five goats) for 30 days.
170 Soil Survey of

Table 9.--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 | _______________________________________________________________________________________________________

 |

115B2 |Seaton silt loam, 2 to 6 percent slopes, eroded

125B2 |Pepin silt loam, 2 to 6 percent slopes, eroded

136B |Doritty silt loam, 1 to 6 percent slopes

144B2 |NewGlarus silt loam, 2 to 6 percent slopes, eroded

208A |Siouxcreek silt loam, 0 to 3 percent slopes (where drained)

213B2 |Hixton silt loam, 2 to 6 percent slopes, eroded

224B |Elevasil sandy loam, 2 to 6 percent slopes

243B2 |Hixton silt loam, thin solum, 1 to 6 percent slopes, eroded

254B2 |Norden silt loam, 2 to 6 percent slopes, eroded

255B2 |Urne fine sandy loam, 2 to 6 percent slopes, eroded

266B |Hiles silt loam, 1 to 6 percent slopes

268A |Kert silt loam, 0 to 3 percent slopes (where drained)

273B2 |Dobie and Hixton silt loams, 2 to 6 percent slopes, eroded

316B2 |Ella silt loam, 1 to 6 percent slopes, eroded

318A |Bearpen silt loam, 0 to 3 percent slopes (where drained)

349A |Rib silt loam, valley train, 0 to 2 percent slopes (where drained)

378A |Poskin silt loam, valley train, 0 to 3 percent slopes (where drained)

403A |Dakota silt loam, 0 to 3 percent slopes

413A |Rasset sandy loam, 0 to 3 percent slopes

413B |Rasset sandy loam, 2 to 6 percent slopes

416A |Menomin silt loam, 0 to 3 percent slopes

423A |Meridian silt loam, 0 to 3 percent slopes

423B2 |Meridian silt loam, 2 to 6 percent slopes, eroded

428A |Shiffer loam, 0 to 3 percent slopes (where drained)

429A |Lows loam, 0 to 2 percent slopes (where drained)

432A |Kevilar sandy loam, 0 to 3 percent slopes

432B |Kevilar sandy loam, 2 to 6 percent slopes

433A |Forkhorn sandy loam, 0 to 3 percent slopes

433B |Forkhorn sandy loam, 2 to 6 percent slopes

434B |Bilson sandy loam, 1 to 6 percent slopes

436A |Rusktown sandy loam, 0 to 3 percent slopes

438A |Hoopeston sandy loam, 0 to 3 percent slopes (where drained)

468A |Oesterle sandy loam, valley train, 0 to 3 percent slopes (where drained)

616B |Chaseburg silt loam, 1 to 4 percent slopes

619A |Vancecreek silt loam, 0 to 2 percent slopes (where drained and either protected

 | from flooding or not frequently flooded during the growing season)

626A |Arenzville silt loam, 0 to 3 percent slopes

628A |Orion silt loam, 0 to 3 percent slopes (where drained)

629A |Ettrick silt loam, 0 to 2 percent slopes (where drained and either protected from

 | flooding or not frequently flooded during the growing season)

636A |Quarderer silt loam, 0 to 3 percent slopes

646A |Dunnbot fine sandy loam, 0 to 3 percent slopes

766A |Moppet fine sandy loam, 0 to 3 percent slopes

804B2 |Arland fine sandy loam, 2 to 6 percent slopes, eroded, dissected

816B2 |Vlasaty silt loam, 2 to 6 percent slopes, eroded, dissected

826B2 |Hersey silt loam, 2 to 6 percent slopes, eroded

828B |Vasa silt loam, 1 to 6 percent slopes, dissected (where drained)

836B2 |Spencer silt loam, 2 to 6 percent slopes, eroded, dissected

838B |Almena silt loam, 1 to 6 percent slopes, dissected (where drained)

870B2 |Santiago silt loam, 2 to 6 percent slopes, eroded, dissected

875B |Amery sandy loam, 2 to 6 percent slopes, dissected

 | _______________________________________________________________________________________________________
Table 10.--Windbreaks and Environmental Plantings (Only the soils that are suitable for windbreaks and environmental plantings are listed. Absence of an entry 

 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 ____________________________________________________________________________________________________________ | | | | 20A: | | | |  Palms, undrained--------|Common ninebark-----| --- | --- |Golden willow, whit | | | | willow  | | | |  Houghton, undrained-----|Common ninebark-----| --- | --- |Golden willow, whit | | | | willow  | | | | 40A: | | | |  Markey, undrained-------|Common ninebark-----| --- | --- |Golden willow, whit | | | | willow  | | | |  Seelyeville, undrained--|Common ninebark-----| --- | --- |Golden willow, whit | | | | willow  | | | | 45A: | | | |  Seelyeville, undrained--|Common ninebark-----| --- | --- |Golden willow, whit | | | | willow  | | | |  Cathro, undrained-------|Common ninebark-----| --- | --- |Golden willow, whit | | | | willow  | | | | 101B: | | | |  Menahga, valley train---|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 101C: | | | |  Menahga, valley train---|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 101E: | | | |  Menahga, valley train---|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 
Table 10.--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 ____________________________________________________________________________________________________________ | | | | 115B2: | | | |  Seaton------------------| --- |Siberian peashrub, |Eastern arborvitae, |Russian-olive,  | | common lilac, gray | eastern redcedar, | common hackberry,  | | dogwood, redosier | Amur maple | eastern white pine | | dogwood | | green ash, red pin | | | | 115C2: | | | |  Seaton------------------| --- |Siberian peashrub, |Eastern arborvitae, |Russian-olive,  | | common lilac, gray | eastern redcedar, | common hackberry,  | | dogwood, redosier | Amur maple | eastern white pine | | dogwood | | green ash, red pin | | | | 115D2: | | | |  Seaton------------------| --- |Siberian peashrub, |Eastern arborvitae, |Russian-olive,  | | common lilac, gray | eastern redcedar, | common hackberry,  | | dogwood, redosier | Amur maple | eastern white pine | | dogwood | | green ash, red pin | | | | 115E2: | | | |  Seaton------------------| --- |Siberian peashrub, |Eastern arborvitae, |Russian-olive,  | | common lilac, gray | eastern redcedar, | common hackberry,  | | dogwood, redosier | Amur maple | eastern white pine | | dogwood | | green ash, red pin | | | | 116C2: | | | |  Churchtown--------------| --- |Siberian peashrub, |Eastern arborvitae, |Russian-olive,  | | common lilac, gray | Amur maple, blue | common hackberry,  | | dogwood | spruce | eastern white pine | | | | green ash  | | | | 116D2: | | | |  Churchtown--------------| --- |Siberian peashrub, |Eastern arborvitae, |Russian-olive,  | | common lilac, gray | Amur maple, blue | common hackberry,  | | dogwood | spruce | eastern white pine | | | | green ash  | | | | 116E2: | | | |  Churchtown--------------| --- |Siberian peashrub, |Eastern arborvitae, |Russian-olive,  | | common lilac, gray | Amur maple, blue | common hackberry,  | | dogwood | spruce | eastern white pine | | | | green ash  | | | | 125B2: | | | |  Pepin-------------------| --- |Siberian peashrub, |Eastern arborvitae, |Russian-olive,  | | common lilac, gray | eastern redcedar, | common hackberry,  | | dogwood, redosier | Amur maple, blue | eastern white pine | | dogwood | spruce | green ash  | | | | 
Table 10.--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 ____________________________________________________________________________________________________________ | | | | 125C2: | | | |  Pepin-------------------| --- |Siberian peashrub, |Eastern arborvitae, |Russian-olive,  | | common lilac, gray | eastern redcedar, | common hackberry,  | | dogwood, redosier | Amur maple, blue | eastern white pine | | dogwood | spruce | green ash  | | | | 125D2: | | | |  Pepin-------------------| --- |Siberian peashrub, |Eastern arborvitae, |Russian-olive,  | | common lilac, gray | eastern redcedar, | common hackberry,  | | dogwood, redosier | Amur maple, blue | eastern white pine | | dogwood | spruce | green ash  | | | | 125E2: | | | |  Pepin-------------------| --- |Siberian peashrub, |Eastern arborvitae, |Russian-olive,  | | common lilac, gray | eastern redcedar, | common hackberry,  | | dogwood, redosier | Amur maple, blue | eastern white pine | | dogwood | spruce | green ash  | | | | 135C2: | | | |  Wickware----------------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Black Hills spruce,| red maple, red  | | maple, common lilac| Norway spruce, | pine, white ash  | | | white spruce |  | | | | 135D2: | | | |  Wickware----------------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Black Hills spruce,| red maple, red  | | maple, common lilac| Norway spruce, | pine, white ash  | | | white spruce |  | | | | 135E2: | | | |  Wickware----------------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Black Hills spruce,| red maple, red  | | maple, common lilac| Norway spruce, | pine, white ash  | | | white spruce |  | | | | 136B: | | | |  Doritty-----------------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Black Hills spruce,| red maple, red  | | maple, common lilac| Norway spruce, | pine, white ash  | | | white spruce |  | | | | 
Table 10.--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 ____________________________________________________________________________________________________________ | | | | 136C2: | | | |  Doritty-----------------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Black Hills spruce,| red maple, red  | | maple, common lilac| Norway spruce, | pine, white ash  | | | white spruce |  | | | | 144B2: | | | |  NewGlarus---------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 144C2: | | | |  NewGlarus---------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 144D2: | | | |  NewGlarus---------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 144E2: | | | |  NewGlarus---------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 161E: | | | |  Fivepoints--------------| --- |Siberian peashrub, |Eastern arborvitae, |Russian-olive,  | | common lilac, gray | eastern redcedar, | common hackberry,  | | dogwood, redosier | Amur maple, blue | eastern white pine | | dogwood | spruce | green ash  | | | | 208A: | | | |  Siouxcreek--------------|Nannyberry, redosier|American |Eastern arborvitae, |Eastern white pine,  | dogwood, silky | cranberrybush, | white spruce | red maple, red  | dogwood | common lilac | | pine, silver maple | | | | white ash  | | | | 
Table 10.--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 ____________________________________________________________________________________________________________ | | | | 213B2: | | | |  Hixton------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 213C2: | | | |  Hixton------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 224B: | | | |  Elevasil----------------|Siberian peashrub, |Amur maple, common |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| lilac | Norway spruce | jack pine, red pin | dogwood | | |  | | | | 224C2: | | | |  Elevasil----------------|Siberian peashrub, |Amur maple, common |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| lilac | Norway spruce | jack pine, red pin | dogwood | | |  | | | | 224D2: | | | |  Elevasil----------------|Siberian peashrub, |Amur maple, common |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| lilac | Norway spruce | jack pine, red pin | dogwood | | |  | | | | 224E2: | | | |  Elevasil----------------|Siberian peashrub, |Amur maple, common |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| lilac | Norway spruce | jack pine, red pin | dogwood | | |  | | | | 233C: | | | |  Boone-------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 
Table 10.--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 ____________________________________________________________________________________________________________ | | | | 243B2: | | | |  Hixton, thin solum------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 243C2: | | | |  Hixton, thin solum------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 244B: | | | |  Elkmound----------------|Siberian peashrub, |Amur maple, common |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| lilac | Norway spruce | jack pine, red pin | dogwood | | |  | | | | 244C2: | | | |  Elkmound----------------|Siberian peashrub, |Amur maple, common |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| lilac | Norway spruce | jack pine, red pin | dogwood | | |  | | | | 244D2: | | | |  Elkmound----------------|Siberian peashrub, |Amur maple, common |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| lilac | Norway spruce | jack pine, red pin | dogwood | | |  | | | | 254B2: | | | |  Norden------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 254C2: | | | |  Norden------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 
Table 10.--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 ____________________________________________________________________________________________________________ | | | | 254D2: | | | |  Norden------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 254E2: | | | |  Norden------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 254F: | | | |  Norden------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 255B2: | | | |  Urne--------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 255C2: | | | |  Urne--------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 255D2: | | | |  Urne--------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 
Table 10.--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 ____________________________________________________________________________________________________________ | | | | 255E2: | | | |  Urne--------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 255F: | | | |  Urne--------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 265B: | | | |  Garne-------------------|Nannyberry, silky |Amur maple, Siberian|Black Hills spruce, |Eastern white pine,  | dogwood | peashrub, common | Norway spruce, | green ash, red  | | lilac | white spruce | pine, silver maple  | | | | 265C: | | | |  Garne-------------------|Nannyberry, silky |Amur maple, Siberian|Black Hills spruce, |Eastern white pine,  | dogwood | peashrub, common | Norway spruce, | green ash, red  | | lilac | white spruce | pine, silver maple  | | | | 266B: | | | |  Hiles-------------------|Gray dogwood, |American |Eastern redcedar, |Eastern white pine,  | manyflower | cranberrybush, Amur| Norway spruce, | jack pine, red pin | cotoneaster, silky | maple, common lilac| Siberian peashrub |  | dogwood | | |  | | | | 268A: | | | |  Kert--------------------|Nannyberry, redosier|American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, | white spruce | red maple, red  | | common lilac, silky| | pine, silver maple | | dogwood | | white ash  | | | | 269A: | | | |  Veedum, undrained-------|Common ninebark-----| --- | --- |Golden willow, whit | | | | willow  | | | | 273B2: | | | |  Dobie-------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, | Amur maple, Norway | jack pine, red pin | manyflower | common lilac | spruce |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 
Table 10.--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 ____________________________________________________________________________________________________________ | | | | 273B2: | | | |  Hixton, frigid----------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 273C2: | | | |  Dobie-------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, | Amur maple, Norway | jack pine, red pin | manyflower | common lilac | spruce |  | cotoneaster, silky | | |  | dogwood | | |  | | | |  Hixton, frigid----------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 273D2: | | | |  Dobie-------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, | Amur maple, Norway | jack pine, red pin | manyflower | common lilac | spruce |  | cotoneaster, silky | | |  | dogwood | | |  | | | |  Hixton, frigid----------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 273E2: | | | |  Dobie-------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, | Amur maple, Norway | jack pine, red pin | manyflower | common lilac | spruce |  | cotoneaster, silky | | |  | dogwood | | |  | | | |  Hixton, frigid----------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 
Table 10.--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 ____________________________________________________________________________________________________________ | | | | 275B2: | | | |  Hayriver----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | |  Elevasil, frigid--------|Siberian peashrub, |Amur maple, common |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| lilac | Norway spruce | jack pine, red pin | dogwood | | |  | | | | 275C2: | | | |  Hayriver----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | |  Elevasil, frigid--------|Siberian peashrub, |Amur maple, common |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| lilac | Norway spruce | jack pine, red pin | dogwood | | |  | | | | 275D2: | | | |  Hayriver----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | |  Elevasil, frigid--------|Siberian peashrub, |Amur maple, common |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| lilac | Norway spruce | jack pine, red pin | dogwood | | |  | | | | 276B: | | | |  Humbird, loamy subsoil--|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 278A: | | | |  Merrillan, loamy subsoil|Nannyberry, redosier|American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, | white spruce | red maple, red  | | common lilac, silky| | pine, silver maple | | dogwood | | white ash  | | | | 
Table 10.--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 ____________________________________________________________________________________________________________ | | | | 282C: | | | |  Twinmound---------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| cranberrybush, Amur| Norway spruce | jack pine, red pin | dogwood | maple, common lilac| |  | | | | 282F: | | | |  Twinmound---------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| cranberrybush, Amur| Norway spruce | jack pine, red pin | dogwood | maple, common lilac| |  | | | | 313D2: | | | |  Plumcreek---------------| --- |Siberian peashrub, |Eastern arborvitae, |Russian-olive,  | | common lilac, gray | eastern redcedar, | common hackberry,  | | dogwood, redosier | Amur maple, blue | eastern white pine | | dogwood | spruce | green ash  | | | | 313F: | | | |  Plumcreek---------------| --- |Siberian peashrub, |Eastern arborvitae, |Russian-olive,  | | common lilac, gray | eastern redcedar, | common hackberry,  | | dogwood, redosier | Amur maple, blue | eastern white pine | | dogwood | spruce | green ash  | | | | 316B2: | | | |  Ella--------------------| --- |Siberian peashrub, |Eastern arborvitae, |Russian-olive,  | | common lilac, gray | eastern redcedar, | common hackberry,  | | dogwood, redosier | Amur maple, blue | green ash, eastern  | | dogwood | spruce | white pine  | | | | 316C2: | | | |  Ella--------------------| --- |Siberian peashrub, |Eastern arborvitae, |Russian-olive,  | | common lilac, gray | eastern redcedar, | common hackberry,  | | dogwood, redosier | Amur maple, blue | green ash, eastern  | | dogwood | spruce | white pine  | | | | 318A: | | | |  Bearpen-----------------|Common ninebark, |American |Eastern arborvitae, |Eastern white pine,  | nannyberry, | cranberrybush, | white spruce | red maple, silver  | redosier dogwood | common lilac, silky| | maple, white ash  | | dogwood | |  | | | | 349A: | | | |  Rib, valley train, | | | |  undrained--------------|Common ninebark, |American |Eastern arborvitae, |Green ash, red  | nannyberry, | cranberrybush | balsam fir, white | maple, white ash  | redosier dogwood, | | spruce |  | silky dogwood | | |  | | | | 
Table 10.--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 ____________________________________________________________________________________________________________ | | | | 378A: | | | |  Poskin, valley train----| --- |American |White spruce--------|Eastern white pine,  | | cranberrybush, | | red maple, silver  | | common lilac, silky| | maple, white ash  | | dogwood, common | |  | | ninebark, | |  | | nannyberry, | |  | | northern | |  | | whitecedar, | |  | | redosier dogwood | |  | | | | 403A: | | | |  Dakota------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple | |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 413A: | | | |  Rasset------------------|Hedge cotoneaster---|Siberian peashrub, |Amur maple, Russian-|Common hackberry,  | | Persian lilac, | olive, Norway | red pine, thornles | | eastern redcedar | spruce | honeylocust, green  | | | | ash  | | | | 413B: | | | |  Rasset------------------|Hedge cotoneaster---|Siberian peashrub, |Amur maple, Russian-|Common hackberry,  | | Persian lilac, | olive, Norway | red pine, thornles | | eastern redcedar | spruce | honeylocust, green  | | | | ash  | | | | 416A: | | | |  Menomin-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 423A: | | | |  Meridian----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 
Table 10.--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 ____________________________________________________________________________________________________________ | | | | 423B2: | | | |  Meridian----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 423C2: | | | |  Meridian----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 428A: | | | |  Shiffer-----------------|Gray dogwood, |American |Eastern arborvitae, |Eastern white pine,  | nannyberry | cranberrybush, | white spruce | red maple, red  | | common lilac, silky| | pine, silver maple | | dogwood | | white ash  | | | | 429A: | | | |  Lows, undrained---------|Common ninebark, |American |Eastern arborvitae, |Green ash, red  | nannyberry, | cranberrybush | balsam fir, white | maple, white ash  | redosier dogwood, | | spruce |  | silky dogwood | | |  | | | | 432A: | | | |  Kevilar-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| cranberrybush, Amur| Norway spruce | jack pine, red pin | dogwood | maple, common lilac| |  | | | | 432B: | | | |  Kevilar-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| cranberrybush, Amur| Norway spruce | jack pine, red pin | dogwood | maple, common lilac| |  | | | | 432C2: | | | |  Kevilar-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| cranberrybush, Amur| Norway spruce | jack pine, red pin | dogwood | maple, common lilac| |  | | | | 432D2: | | | |  Kevilar-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| cranberrybush, Amur| Norway spruce | jack pine, red pin | dogwood | maple, common lilac| |  | | | | 
Table 10.--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 ____________________________________________________________________________________________________________ | | | | 433A: | | | |  Forkhorn----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| cranberrybush, Amur| Norway spruce | jack pine, red pin | dogwood | maple, common lilac| |  | | | | 433B: | | | |  Forkhorn----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| cranberrybush, Amur| Norway spruce | jack pine, red pin | dogwood | maple, common lilac| |  | | | | 433C2: | | | |  Forkhorn----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| cranberrybush, Amur| Norway spruce | jack pine, red pin | dogwood | maple, common lilac| |  | | | | 433D2: | | | |  Forkhorn----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| cranberrybush, Amur| Norway spruce | jack pine, red pin | dogwood | maple, common lilac| |  | | | | 434B: | | | |  Bilson------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 436A: | | | |  Rusktown----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 438A: | | | |  Hoopeston---------------|Nannyberry----------|Common lilac, |Eastern arborvitae, |Eastern white pine,  | | redosier dogwood | white spruce, Amur | red maple, white  | | | maple | ash, common  | | | | hackberry, green  | | | | ash  | | | | 453A: | | | |  Burkhardt---------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 
Table 10.--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 _____________________________________________________________________________________________________________ | | | | 453B: | | | |  Burkhardt---------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 454B: | | | |  Chetek, kame terrace----|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 454C2: | | | |  Chetek, kame terrace----|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 454D2: | | | |  Chetek, kame terrace----|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 454E: | | | |  Chetek, kame terrace----|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 468A: | | | |  Oesterle, valley train--|Nannyberry, redosier|American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, | white spruce | red maple, red  | | common lilac, silky| | pine, silver maple, | | dogwood | | white ash  | | | | 
Table 10.--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 ____________________________________________________________________________________________________________ | | | | 501A: | | | |  Finchford---------------|Siberian peashrub, |Sargent crabapple---|Russian-olive, |Eastern white pine  | common lilac | | eastern redcedar, |  | | | jack pine, red |  | | | pine, Austrian |  | | | pine, Siberian elm,|  | | | green ash |  | | | | 501B: | | | |  Finchford---------------|Siberian peashrub, |Sargent crabapple---|Russian-olive, |Eastern white pine  | common lilac | | eastern redcedar, |  | | | jack pine, red |  | | | pine, Austrian |  | | | pine, Siberian elm,|  | | | green ash |  | | | | 502B2: | | | |  Chelsea-----------------|Siberian peashrub, | --- |Eastern redcedar, |Eastern white pine  | common lilac | | jack pine, red |  | | | pine, Austrian pine|  | | | | 502C2: | | | |  Chelsea-----------------|Siberian peashrub, | --- |Eastern redcedar, |Eastern white pine  | common lilac | | jack pine, red |  | | | pine, Austrian pine|  | | | | 506A: | | | |  Komro-------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 508A: | | | |  Farrington--------------|Nannyberry, redosier|American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, | white spruce | red maple, red  | | common lilac, silky| | pine, silver maple | | dogwood | | white ash  | | | | 510B: | | | |  Boplain-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 
Table 10.--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 ____________________________________________________________________________________________________________ | | | | 510C: | | | |  Boplain-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 511A: | | | |  Plainfield--------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 511B: | | | |  Plainfield--------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 511C: | | | |  Plainfield--------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 511F: | | | |  Plainfield--------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 512B: | | | |  Drammen-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 
Table 10.--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 ____________________________________________________________________________________________________________ | | | | 512C: | | | |  Drammen-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 512D: | | | |  Drammen-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 516A: | | | |  Aldo--------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 546A: | | | |  Prissel-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| cranberrybush, Amur| Norway spruce | jack pine, red pin | dogwood | maple, common lilac| |  | | | | 546B: | | | |  Prissel-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| cranberrybush, Amur| Norway spruce | jack pine, red pin | dogwood | maple, common lilac| |  | | | | 546C: | | | |  Prissel-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| cranberrybush, Amur| Norway spruce | jack pine, red pin | dogwood | maple, common lilac| |  | | | | 546F: | | | |  Prissel-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| cranberrybush, Amur| Norway spruce | jack pine, red pin | dogwood | maple, common lilac| |  | | | | 561B: | | | |  Tarr--------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 
Table 10.--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 _____________________________________________________________________________________________________________ | | | | 566A: | | | |  Tint--------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 573B: | | | |  Plainbo, sand sheet-----|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 573C: | | | |  Plainbo, sand sheet-----|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 588A: | | | |  Meehan, valley train----|Nannyberry, redosier|American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, | white spruce | red maple, red  | | common lilac, silky| | pine, silver maple, | | dogwood | | white ash  | | | | 589A: | | | |  Newson, undrained-------|Common ninebark, |American |Eastern arborvitae, |Green ash, red  | nannyberry, | cranberrybush | balsam fir, white | maple, white ash  | redosier dogwood, | | spruce |  | silky dogwood | | |  | | | | 601C: | | | |  Beavercreek-------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| cranberrybush, Amur| Norway spruce | jack pine, red pine | dogwood | maple, common lilac| |  | | | | 616B: | | | |  Chaseburg---------------|Gray dogwood, |American |Eastern arborvitae, |Eastern white pine,  | nannyberry | cranberrybush, | white spruce | red maple, red  | | common lilac, silky| | pine, silver maple, | | dogwood | | white ash  | | | | 
Table 10.--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 ____________________________________________________________________________________________________________ | | | | 619A: | | | |  Vancecreek, undrained---|Common ninebark, |American |Eastern arborvitae, |Green ash, red  | nannyberry, | cranberrybush | balsam fir, white | maple, white ash  | redosier dogwood, | | spruce |  | silky dogwood | | |  | | | | 626A: | | | |  Arenzville--------------|Nannyberry, redosier|American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, | white spruce | red maple, red  | | common lilac, silky| | pine, white ash  | | dogwood | |  | | | | 628A: | | | |  Orion-------------------|Common ninebark, |American |Eastern arborvitae, |Eastern white pine,  | nannyberry, | cranberrybush, | white spruce | red maple, silver  | redosier dogwood | common lilac, silky| | maple, white ash  | | dogwood | |  | | | | 629A: | | | |  Ettrick, undrained------|Common ninebark, |American |Eastern arborvitae, |Green ash, red  | nannyberry, | cranberrybush | balsam fir, white | maple, white ash  | redosier dogwood, | | spruce |  | silky dogwood | | |  | | | | 636A: | | | |  Quarderer---------------|Nannyberry, redosier|American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, | white spruce | red maple, red  | | common lilac, silky| | pine, silver maple | | dogwood | | white ash  | | | | 646A: | | | |  Dunnbot-----------------|Nannyberry, redosier|American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, | white spruce | red maple, red  | | common lilac, silky| | pine, white ash  | | dogwood, silver | |  | | maple | |  | | | | 656A: | | | |  Scotah------------------|Common ninebark-----|American |Amur privet, |Manchurian  | | cranberrybush, | nannyberry, eastern| crabapple, Norway  | | silky dogwood | arborvitae, white | spruce, eastern  | | | spruce | white pine, green  | | | | ash  | | | | 
Table 10.--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, occasionally | | | |  flooded----------------| --- |American |White spruce--------|Eastern white pine,  | | cranberrybush, | | red maple, red  | | common lilac, silky| | pine, silver maple, | | dogwood, | | white ash  | | nannyberry, | |  | | northern | |  | | whitecedar, | |  | | redosier dogwood | |  | | | | 804B2: | | | |  Arland, dissected-------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 804C2: | | | |  Arland, dissected-------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 804D: | | | |  Arland, dissected-------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 814D2: | | | |  Renova, dissected-------| --- |Siberian peashrub, |Eastern arborvitae, |Russian-olive,  | | common lilac, gray | eastern redcedar, | common hackberry,  | | dogwood, redosier | Amur maple, blue | eastern white pine, | | dogwood | spruce | green ash  | | | | 816B2: | | | |  Vlasaty, dissected------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Norway spruce, | red maple, red  | | maple, common lilac| white spruce, white| pine, white ash  | | | spruce |  | | | | 
Table 10.--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 ____________________________________________________________________________________________________________ | | | | 816C2: | | | |  Vlasaty, dissected------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Norway spruce, | red maple, red  | | maple, common lilac| white spruce, white| pine, white ash  | | | spruce |  | | | | 826B2: | | | |  Hersey------------------| --- |Siberian peashrub, |Eastern arborvitae, |Russian-olive,  | | common lilac, gray | eastern redcedar, | common hackberry,  | | dogwood, redosier | Amur maple | eastern white pine | | dogwood | | green ash, red pin | | | | 826C2: | | | |  Hersey------------------| --- |Siberian peashrub, |Eastern arborvitae, |Russian-olive,  | | common lilac, gray | eastern redcedar, | common hackberry,  | | dogwood, redosier | Amur maple | eastern white pine | | dogwood | | green ash, red pin | | | | 828B: | | | |  Vasa--------------------| --- |Common lilac, gray |Amur maple, eastern |Eastern white pine,  | | dogwood | redcedar, eastern | common hackberry  | | | arborvitae, eastern|  | | | redcedar, blue |  | | | spruce |  | | | | 836B2: | | | |  Spencer, dissected------| --- |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 | |  | | | | 836C2: | | | |  Spencer, dissected------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Black Hills spruce,| red maple, red  | | maple, common lilac| Norway spruce, | pine, white ash  | | | white spruce |  | | | | 838B: | | | |  Almena, dissected-------|Nannyberry, redosier|American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, | white spruce | red maple, red  | | silky dogwood, | | pine, silver maple | | common lilac | | white ash  | | | | 
Table 10.--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 _____________________________________________________________________________________________________________ | | | | 870B2: | | | |  Santiago, dissected-----|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Black Hills spruce,| red maple, red  | | maple, common lilac| Norway spruce, | pine, white ash  | | | white spruce |  | | | | 870C2: | | | |  Santiago, dissected-----|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Black Hills spruce,| red maple, red  | | maple, common lilac| Norway spruce, | pine, white ash  | | | white spruce |  | | | | 875B: | | | |  Amery, dissected--------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Norway spruce, | red maple, red  | | maple, common lilac| white spruce, white| pine, white ash  | | | spruce |  | | | | 875C2: | | | |  Amery, dissected--------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Norway spruce, | red maple, red  | | maple, common lilac| white spruce, white| pine, white ash  | | | spruce |  | | | | 875D: | | | |  Amery, dissected--------|Gray dogwood--------|American |Eastern arborvitae, |Eastern white pine,  | | cranberrybush, Amur| Norway spruce, | red maple, red  | | maple, common lilac| white spruce, white| pine, white ash  | | | spruce |  | | | | 1125F: | | | |  Dorerton----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster | | |  | | | |  Elbaville---------------|Siberian peashrub, |Eastern redcedar----|Manchurian | ---  | common lilac, silky| | crabapple, Russian-|  | dogwood | | olive, bur oak, |  | | | common hackberry, |  | | | green ash, eastern |  | | | white pine, jack |  | | | pine, honeylocust |  | | | | 
Table 10.--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 ____________________________________________________________________________________________________________ | | | | 1145F: | | | |  Gaphill-----------------|Siberian peashrub, |Amur maple, common |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| lilac | Norway spruce | jack pine, red pin | dogwood | | |  | | | |  Rockbluff---------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 1224F: | | | |  Boone-------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | |  Elevasil----------------|Siberian peashrub, |Amur maple, common |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| lilac | Norway spruce | jack pine, red pin | dogwood | | |  | | | | 1233F: | | | |  Boone-------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | |  Tarr--------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 1275F: | | | |  Hayriver----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | |  Twinmound---------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| cranberrybush, Amur| Norway spruce | jack pine, red pin | dogwood | maple, common lilac| |  | | | | 
Table 10.--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 _____________________________________________________________________________________________________________ | | | | 1648A: | | | |  Northbend---------------|Nannyberry, redosier|American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, | white spruce | red maple, red  | | common lilac, silky| | pine, white ash  | | dogwood | |  | | | |  Ettrick, flood plain, | | | |  undrained. | | | |  | | | | 1658A: | | | |  Algansee----------------|Silky dogwood-------|American |Amur maple, eastern |Manchurian  | | cranberrybush, | arborvitae, white | crabapple, Norway  | | common lilac | spruce | spruce, eastern  | | | | white pine, green  | | | | ash, red maple  | | | |  Kalmarville, undrained. | | | |  | | | | _____________________________________________________________________________________________________________
196 Soil Survey of

Table 11.--Conservation Tree/Shrub Suitability Groups

(Suitable shrubs and trees with their mature heights are listed

 in table 10. Absence of an entry indicates that a

 conservation tree/shrub suitability group is not assigned)

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | group _________________________________________________________________

 |

11A: |

 Markey, flood plain, |

 undrained------------| 10

 |

20A: |

 Palms, undrained------| 10

 |

 Houghton, undrained---| 10

 |

40A: |

 Markey, undrained-----| 10

 |

 Seelyeville, undrained| 10

 |

45A: |

 Seelyeville, undrained| 10

 |

 Cathro, undrained-----| 10

 |

101B: |

 Menahga, valley train | 7

 |

101C: |

 Menahga, valley train | 7

 |

101E: |

 Menahga, valley train | 7

 |

115B2: |

 Seaton----------------| 3

 |

115C2: |

 Seaton----------------| 3

 |

115D2: |

 Seaton----------------| 3

 |

115E2: |

 Seaton----------------| 3

 |

116C2: |

 Churchtown------------| 3

 |

116D2: |

 Churchtown------------| 3

 |

116E2: |

 Churchtown------------| 3

 |

125B2: |

 Pepin-----------------| 3

 |

125C2: |

 Pepin-----------------| 3

 |

125D2: |

 Pepin-----------------| 3

 |
Dunn County, Wisconsin 197

Table 11.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | group _________________________________________________________________

 |

125E2: |

 Pepin-----------------| 3

 |

135C2: |

 Wickware--------------| 3

 |

135D2: |

 Wickware--------------| 3

 |

135E2: |

 Wickware--------------| 3

 |

136B: |

 Doritty---------------| 1

 |

136C2: |

 Doritty---------------| 1

 |

144B2: |

 NewGlarus-------------| 4

 |

144C2: |

 NewGlarus-------------| 4

 |

144D2: |

 NewGlarus-------------| 4

 |

144E2: |

 NewGlarus-------------| 4

 |

161E: |

 Fivepoints------------| 6D

 |

208A: |

 Siouxcreek------------| 10

 |

213B2: |

 Hixton----------------| 6D

 |

213C2: |

 Hixton----------------| 6D

 |

224B: |

 Elevasil--------------| 6GA

 |

224C2: |

 Elevasil--------------| 6GA

 |

224D2: |

 Elevasil--------------| 6GA

 |

224E2: |

 Elevasil--------------| 6GA

 |

233C: |

 Boone-----------------| 6A

 |

243B2: |

 Hixton, thin solum----| 6GA

 |

243C2: |

 Hixton, thin solum----| 6GA

 |
198 Soil Survey of

Table 11.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | group _________________________________________________________________

 |

244B: |

 Elkmound--------------| 10

 |

244C2: |

 Elkmound--------------| 10

 |

244D2: |

 Elkmound--------------| 10

 |

254B2: |

 Norden----------------| 6D

 |

254C2: |

 Norden----------------| 6D

 |

254D2: |

 Norden----------------| 6D

 |

254E2: |

 Norden----------------| 6D

 |

254F: |

 Norden----------------| 6D

 |

255B2: |

 Urne------------------| 6D

 |

255C2: |

 Urne------------------| 6D

 |

255D2: |

 Urne------------------| 6D

 |

255E2: |

 Urne------------------| 6D

 |

255F: |

 Urne------------------| 6D

 |

265B: |

 Garne-----------------| 6

 |

265C: |

 Garne-----------------| 6

 |

266B: |

 Hiles-----------------| 6GA

 |

268A: |

 Kert------------------| 10

 |

269A: |

 Veedum, undrained-----| 10

 |

273B2: |

 Dobie-----------------| 6D

 |

 Hixton, frigid--------| 6D

 |

273C2: |

 Dobie-----------------| 6D

 |

 Hixton, frigid--------| 6D

 |
Dunn County, Wisconsin 199

Table 11.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | group _________________________________________________________________

 |

273D2: |

 Dobie-----------------| 6D

 |

 Hixton, frigid--------| 6D

 |

273E2: |

 Dobie-----------------| 6D

 |

 Hixton, frigid--------| 6D

 |

275B2: |

 Hayriver--------------| 6D

 |

 Elevasil, frigid------| 6GA

 |

275C2: |

 Hayriver--------------| 6D

 |

 Elevasil, frigid------| 6GA

 |

275D2: |

 Hayriver--------------| 6D

 |

 Elevasil, frigid------| 6GA

 |

276B: |

 Humbird, loamy subsoil| 6GA

 |

278A: |

 Merrillan, loamy |

 subsoil--------------| 10

 |

282C: |

 Twinmound-------------| 6A

 |

282F: |

 Twinmound-------------| 6A

 |

313D2: |

 Plumcreek-------------| 3

 |

313F: |

 Plumcreek-------------| 3

 |

316B2: |

 Ella------------------| 1

 |

316C2: |

 Ella------------------| 1

 |

318A: |

 Bearpen---------------| 2

 |

349A: |

 Rib, valley train, |

 undrained------------| 10

 |

378A: |

 Poskin, valley train--| 2

 |

403A: |

 Dakota----------------| 4

 |
200 Soil Survey of

Table 11.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | group _________________________________________________________________

 |

413A: |

 Rasset----------------| 4

 |

413B: |

 Rasset----------------| 4

 |

416A: |

 Menomin---------------| 4

 |

423A: |

 Meridian--------------| 4

 |

423B2: |

 Meridian--------------| 4

 |

423C2: |

 Meridian--------------| 4

 |

428A: |

 Shiffer---------------| 2

 |

429A: |

 Lows, undrained-------| 10

 |

432A: |

 Kevilar---------------| 1

 |

432B: |

 Kevilar---------------| 1

 |

432C2: |

 Kevilar---------------| 1

 |

432D2: |

 Kevilar---------------| 1

 |

433A: |

 Forkhorn--------------| 4

 |

433B: |

 Forkhorn--------------| 4

 |

433C2: |

 Forkhorn--------------| 4

 |

433D2: |

 Forkhorn--------------| 4

 |

434B: |

 Bilson----------------| 4

 |

436A: |

 Rusktown--------------| 4

 |

438A: |

 Hoopeston-------------| 2

 |

453A: |

 Burkhardt-------------| 6

 |

453B: |

 Burkhardt-------------| 6

 |
Dunn County, Wisconsin 201

Table 11.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | group _________________________________________________________________

 |

454B: |

 Chetek, kame terrace--| 6

 |

454C2: |

 Chetek, kame terrace--| 6

 |

454D2: |

 Chetek, kame terrace--| 6

 |

454E: |

 Chetek, kame terrace--| 6

 |

468A: |

 Oesterle, valley train| 2

 |

501A: |

 Finchford-------------| 7

 |

501B: |

 Finchford-------------| 7

 |

502B2: |

 Chelsea---------------| 7

 |

502C2: |

 Chelsea---------------| 7

 |

506A: |

 Komro-----------------| 7

 |

508A: |

 Farrington------------| 7

 |

510B: |

 Boplain---------------| 6A

 |

510C: |

 Boplain---------------| 6A

 |

511A: |

 Plainfield------------| 7

 |

511B: |

 Plainfield------------| 7

 |

511C: |

 Plainfield------------| 7

 |

511F: |

 Plainfield------------| 7

 |

512B: |

 Drammen---------------| 7

 |

512C: |

 Drammen---------------| 7

 |

512D: |

 Drammen---------------| 7

 |

516A: |

 Aldo------------------| 7

 |
202 Soil Survey of

Table 11.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | group _________________________________________________________________

 |

546A: |

 Prissel---------------| 5

 |

546B: |

 Prissel---------------| 5

 |

546C: |

 Prissel---------------| 5

 |

546F: |

 Prissel---------------| 5

 |

555A: |

 Fordum, frequently |

 flooded--------------| 10

 |

561B: |

 Tarr------------------| 7

 |

566A: |

 Tint------------------| 7

 |

573B: |

 Plainbo, sand sheet---| 6A

 |

573C: |

 Plainbo, sand sheet---| 6A

 |

588A: |

 Meehan, valley train--| 7

 |

589A: |

 Newson, undrained-----| 10

 |

601C: |

 Beavercreek-----------| 4

 |

616B: |

 Chaseburg-------------| 3

 |

619A: |

 Vancecreek, undrained | 10

 |

626A: |

 Arenzville------------| 3

 |

628A: |

 Orion-----------------| 2A

 |

629A: |

 Ettrick, undrained----| 10

 |

636A: |

 Quarderer-------------| 3

 |

646A: |

 Dunnbot---------------| 4

 |

656A: |

 Scotah----------------| 7

 |

766A: |

 Moppet, occasionally |

 flooded--------------| 2A

 |
Dunn County, Wisconsin 203

Table 11.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | group _________________________________________________________________

 |

804B2: |

 Arland, dissected-----| 6D

 |

804C2: |

 Arland, dissected-----| 6D

 |

804D: |

 Arland, dissected-----| 6D

 |

814D2: |

 Renova, dissected-----| 1

 |

816B2: |

 Vlasaty, dissected----| 1

 |

816C2: |

 Vlasaty, dissected----| 1

 |

826B2: |

 Hersey----------------| 1

 |

826C2: |

 Hersey----------------| 1

 |

828B: |

 Vasa------------------| 2A

 |

836B2: |

 Spencer, dissected----| 1

 |

836C2: |

 Spencer, dissected----| 1

 |

838B: |

 Almena, dissected-----| 2A

 |

870B2: |

 Santiago, dissected---| 3

 |

870C2: |

 Santiago, dissected---| 3

 |

875B: |

 Amery, dissected------| 3

 |

875C2: |

 Amery, dissected------| 3

 |

875D: |

 Amery, dissected------| 3

 |

1125F: |

 Dorerton--------------| 3

 |

 Elbaville-------------| 3

 |

1145F: |

 Gaphill---------------| 4

 |

 Rockbluff-------------| 6A

 |
204 Soil Survey of

Table 11.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | group _________________________________________________________________

 |

1224F: |

 Boone-----------------| 6A

 |

 Elevasil--------------| 6GA

 |

1233F: |

 Boone-----------------| 6A

 |

 Tarr------------------| 7

 |

1275F: |

 Hayriver--------------| 6D

 |

 Twinmound-------------| 6A

 |

1648A: |

 Northbend-------------| 2A

 |

 Ettrick, flood plain, |

 undrained------------| 10

 |

1658A: |

 Algansee--------------| 7

 |

 Kalmarville, undrained| 10

 | _________________________________________________________________
Dunn County, Wisconsin 205

Table 12.--Forest Land Harvest Equipment Considerations

(Only the soils that are suitable for forest land management are listed.

 See text for a description of the considerations listed in this

 table)

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

45A: |

 Seelyeville, undrained-------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Cathro, undrained------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

101B: |

 Menahga, valley train--------| Poor traction (loose sandy material)

 |

101C: |

 Menahga, valley train--------| Poor traction (loose sandy material)

 |

101E: |

 Menahga, valley train--------| Slope

 | Poor traction (loose sandy material)

 |

115B2: |

 Seaton-----------------------| Susceptible to rutting and wheel slippage

 |

115C2: |

 Seaton-----------------------| Susceptible to rutting and wheel slippage

 |

115D2: |

 Seaton-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

115E2: |

 Seaton-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

116C2: |

 Churchtown-------------------| Susceptible to rutting and wheel slippage

 |

116D2: |

 Churchtown-------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

116E2: |

 Churchtown-------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

125B2: |

 Pepin------------------------| Susceptible to rutting and wheel slippage

 |

125C2: |

 Pepin------------------------| Susceptible to rutting and wheel slippage

 |

125D2: |

 Pepin------------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

125E2: |

 Pepin------------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

135C2: |

 Wickware---------------------| Susceptible to rutting and wheel slippage

 |

135D2: |

 Wickware---------------------| Slope

 | Susceptible to rutting and wheel slippage

 |
206 Soil Survey of

Table 12.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

135E2: |

 Wickware---------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

136B: |

 Doritty----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

136C2: |

 Doritty----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

144B2: |

 NewGlarus--------------------| Susceptible to rutting and wheel slippage

 |

144C2: |

 NewGlarus--------------------| Susceptible to rutting and wheel slippage

 |

144D2: |

 NewGlarus--------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

144E2: |

 NewGlarus--------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

161E: |

 Fivepoints-------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

208A: |

 Siouxcreek-------------------| Wetness

 |

213B2: |

 Hixton-----------------------| Susceptible to rutting and wheel slippage

 |

213C2: |

 Hixton-----------------------| Susceptible to rutting and wheel slippage

 |

224B: |

 Elevasil---------------------| No major considerations

 |

224C2: |

 Elevasil---------------------| No major considerations

 |

224D2: |

 Elevasil---------------------| Slope

 |

224E2: |

 Elevasil---------------------| Slope

 |

233C: |

 Boone------------------------| Poor traction (loose sandy material)

 |

243B2: |

 Hixton, thin solum-----------| Susceptible to rutting and wheel slippage

 |

243C2: |

 Hixton, thin solum-----------| Susceptible to rutting and wheel slippage

 |

244B: |

 Elkmound---------------------| Susceptible to rutting and wheel slippage

 |
Dunn County, Wisconsin 207

Table 12.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

244C2: |

 Elkmound---------------------| Susceptible to rutting and wheel slippage

 |

244D2: |

 Elkmound---------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

254B2: |

 Norden-----------------------| Susceptible to rutting and wheel slippage

 |

254C2: |

 Norden-----------------------| Susceptible to rutting and wheel slippage

 |

254D2: |

 Norden-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

254E2: |

 Norden-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

254F: |

 Norden-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

255B2: |

 Urne-------------------------| Susceptible to rutting and wheel slippage

 |

255C2: |

 Urne-------------------------| Susceptible to rutting and wheel slippage

 |

255D2: |

 Urne-------------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

255E2: |

 Urne-------------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

255F: |

 Urne-------------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

265B: |

 Garne------------------------| Poor traction (loose sandy material)

 |

265C: |

 Garne------------------------| Poor traction (loose sandy material)

 |

266B: |

 Hiles------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

268A: |

 Kert-------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

269A: |

 Veedum, undrained------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

273B2: |

 Dobie------------------------| Susceptible to rutting and wheel slippage

 |

 Hixton, frigid---------------| Susceptible to rutting and wheel slippage

 |
208 Soil Survey of

Table 12.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

273C2: |

 Dobie------------------------| Susceptible to rutting and wheel slippage

 |

 Hixton, frigid---------------| Susceptible to rutting and wheel slippage

 |

273D2: |

 Dobie------------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

 Hixton, frigid---------------| Slope

 | Susceptible to rutting and wheel slippage

 |

273E2: |

 Dobie------------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

 Hixton, frigid---------------| Slope

 | Susceptible to rutting and wheel slippage

 |

275B2: |

 Hayriver---------------------| No major considerations

 |

 Elevasil, frigid-------------| No major considerations

 |

275C2: |

 Hayriver---------------------| No major considerations

 |

 Elevasil, frigid-------------| No major considerations

 |

275D2: |

 Hayriver---------------------| Slope

 |

 Elevasil, frigid-------------| Slope

 |

276B: |

 Humbird, loamy subsoil-------| Wetness

 | Susceptible to rutting and wheel slippage

 |

278A: |

 Merrillan, loamy subsoil-----| Wetness

 |

282C: |

 Twinmound--------------------| Poor traction (loose sandy material)

 |

282F: |

 Twinmound--------------------| Slope

 | Poor traction (loose sandy material)

 |

313D2: |

 Plumcreek--------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

313F: |

 Plumcreek--------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

316B2: |

 Ella-------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

316C2: |

 Ella-------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |
Dunn County, Wisconsin 209

Table 12.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

318A: |

 Bearpen----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

349A: |

 Rib, valley train, undrained | Wetness

 | Susceptible to rutting and wheel slippage

 |

378A: |

 Poskin, valley train---------| Wetness

 | Susceptible to rutting and wheel slippage

 |

416A: |

 Menomin----------------------| Susceptible to rutting and wheel slippage

 |

423A: |

 Meridian---------------------| Susceptible to rutting and wheel slippage

 |

423B2: |

 Meridian---------------------| Susceptible to rutting and wheel slippage

 |

423C2: |

 Meridian---------------------| Susceptible to rutting and wheel slippage

 |

428A: |

 Shiffer----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

429A: |

 Lows, undrained--------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

432A: |

 Kevilar----------------------| Wetness

 |

432B: |

 Kevilar----------------------| Wetness

 |

432C2: |

 Kevilar----------------------| Wetness

 |

432D2: |

 Kevilar----------------------| Slope

 | Wetness

 |

433A: |

 Forkhorn---------------------| No major considerations

 |

433B: |

 Forkhorn---------------------| No major considerations

 |

433C2: |

 Forkhorn---------------------| No major considerations

 |

433D2: |

 Forkhorn---------------------| Slope

 |

434B: |

 Bilson-----------------------| No major considerations

 |

436A: |

 Rusktown---------------------| No major considerations

 |
210 Soil Survey of

Table 12.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

438A: |

 Hoopeston--------------------| Wetness

 |

454B: |

 Chetek, kame terrace---------| Surface boulders

 | Susceptible to rutting and wheel slippage

 |

454C2: |

 Chetek, kame terrace---------| Surface boulders

 | Susceptible to rutting and wheel slippage

 |

454D2: |

 Chetek, kame terrace---------| Slope

 | Surface boulders

 | Susceptible to rutting and wheel slippage

 |

454E: |

 Chetek, kame terrace---------| Slope

 | Surface boulders

 | Susceptible to rutting and wheel slippage

 |

468A: |

 Oesterle, valley train-------| Wetness

 |

502B2: |

 Chelsea----------------------| Poor traction (loose sandy material)

 |

502C2: |

 Chelsea----------------------| Poor traction (loose sandy material)

 |

508A: |

 Farrington-------------------| Wetness

 | Poor traction (loose sandy material)

 |

510B: |

 Boplain----------------------| Poor traction (loose sandy material)

 |

510C: |

 Boplain----------------------| Poor traction (loose sandy material)

 |

511A: |

 Plainfield-------------------| Poor traction (loose sandy material)

 |

511B: |

 Plainfield-------------------| Poor traction (loose sandy material)

 |

511C: |

 Plainfield-------------------| Poor traction (loose sandy material)

 |

511F: |

 Plainfield-------------------| Slope

 | Poor traction (loose sandy material)

 |

512B: |

 Drammen----------------------| Poor traction (loose sandy material)

 |

512C: |

 Drammen----------------------| Poor traction (loose sandy material)

 |

512D: |

 Drammen----------------------| Slope

 | Poor traction (loose sandy material)

 |
Dunn County, Wisconsin 211

Table 12.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

516A: |

 Aldo-------------------------| Poor traction (loose sandy material)

 |

546A: |

 Prissel----------------------| Wetness

 | Poor traction (loose sandy material)

 |

546B: |

 Prissel----------------------| Wetness

 | Poor traction (loose sandy material)

 |

546C: |

 Prissel----------------------| Wetness

 | Poor traction (loose sandy material)

 |

546F: |

 Prissel----------------------| Slope

 | Wetness

 | Poor traction (loose sandy material)

 |

555A: |

 Fordum, frequently flooded---| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

561B: |

 Tarr-------------------------| Poor traction (loose sandy material)

 |

566A: |

 Tint-------------------------| Poor traction (loose sandy material)

 |

573B: |

 Plainbo, sand sheet----------| Poor traction (loose sandy material)

 |

573C: |

 Plainbo, sand sheet----------| Poor traction (loose sandy material)

 |

588A: |

 Meehan, valley train---------| Wetness

 | Poor traction (loose sandy material)

 |

589A: |

 Newson, undrained------------| Wetness

 | Poor traction (loose sandy material)

 |

601C: |

 Beavercreek------------------| No major considerations

 |

616B: |

 Chaseburg--------------------| No major considerations

 |

619A: |

 Vancecreek, undrained--------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

626A: |

 Arenzville-------------------| No major considerations

 |

628A: |

 Orion------------------------| Wetness

 |
212 Soil Survey of

Table 12.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

629A: |

 Ettrick, undrained-----------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

636A: |

 Quarderer--------------------| No major considerations

 |

646A: |

 Dunnbot----------------------| No major considerations

 |

656A: |

 Scotah-----------------------| Poor traction (loose sandy material)

 |

766A: |

 Moppet, occasionally flooded | No major considerations

 |

804B2: |

 Arland, dissected------------| No major considerations

 |

804C2: |

 Arland, dissected------------| No major considerations

 |

804D: |

 Arland, dissected------------| Slope

 |

814D2: |

 Renova, dissected------------| Slope

 | Susceptible to rutting and wheel slippage

 |

816B2: |

 Vlasaty, dissected-----------| Wetness

 | Susceptible to rutting and wheel slippage

 |

816C2: |

 Vlasaty, dissected-----------| Wetness

 | Susceptible to rutting and wheel slippage

 |

826B2: |

 Hersey-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

826C2: |

 Hersey-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

828B: |

 Vasa-------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

836B2: |

 Spencer, dissected-----------| Wetness

 | Susceptible to rutting and wheel slippage

 |

836C2: |

 Spencer, dissected-----------| Wetness

 | Susceptible to rutting and wheel slippage

 |

838B: |

 Almena, dissected------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

870B2: |

 Santiago, dissected----------| No major considerations

 |
Dunn County, Wisconsin 213

Table 12.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

870C2: |

 Santiago, dissected----------| No major considerations

 |

875B: |

 Amery, dissected-------------| No major considerations

 |

875C2: |

 Amery, dissected-------------| No major considerations

 |

875D: |

 Amery, dissected-------------| Slope

 |

1125F: |

 Dorerton---------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

 Elbaville--------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

1145F: |

 Gaphill----------------------| Slope

 |

 Rockbluff--------------------| Slope

 | Poor traction (loose sandy material)

 |

1224F: |

 Boone------------------------| Slope

 | Poor traction (loose sandy material)

 |

 Elevasil---------------------| Slope

 |

1233F: |

 Boone------------------------| Slope

 | Poor traction (loose sandy material)

 |

 Tarr-------------------------| Slope

 | Poor traction (loose sandy material)

 |

1275F: |

 Hayriver---------------------| Slope

 |

 Twinmound--------------------| Slope

 | Poor traction (loose sandy material)

 |

1648A: |

 Northbend--------------------| Flooding

 | Wetness

 |

 Ettrick, flood plain, |

 undrained-------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

1658A: |

 Algansee---------------------| Flooding

 | Wetness

 | Poor traction (loose sandy material)

 |

 Kalmarville, undrained-------| Flooding

 | Wetness

 | __________________________________________________________________________
214 Soil Survey of

Table 13.--Forest Haul Road Considerations

(Only the soils that are suitable for forest land management are listed.

 See text for a description of the considerations listed in this

 table)

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

45A: |

 Seelyeville, undrained-------| Wetness

 | Low bearing strength

 |

 Cathro, undrained------------| Wetness

 | Low bearing strength

 |

101B: |

 Menahga, valley train--------| No major considerations

 |

101C: |

 Menahga, valley train--------| Slope

 |

101E: |

 Menahga, valley train--------| Slope

 |

115B2: |

 Seaton-----------------------| Low bearing strength

 |

115C2: |

 Seaton-----------------------| Slope

 | Low bearing strength

 |

115D2: |

 Seaton-----------------------| Slope

 | Low bearing strength

 |

115E2: |

 Seaton-----------------------| Slope

 | Low bearing strength

 |

116C2: |

 Churchtown-------------------| Slope

 | Low bearing strength

 |

116D2: |

 Churchtown-------------------| Slope

 | Low bearing strength

 |

116E2: |

 Churchtown-------------------| Slope

 | Low bearing strength

 |

125B2: |

 Pepin------------------------| Low bearing strength

 |

125C2: |

 Pepin------------------------| Slope

 | Low bearing strength

 |

125D2: |

 Pepin------------------------| Slope

 | Low bearing strength

 |

125E2: |

 Pepin------------------------| Slope

 | Low bearing strength

 |
Dunn County, Wisconsin 215

Table 13.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

135C2: |

 Wickware---------------------| Slope

 | Low bearing strength

 |

135D2: |

 Wickware---------------------| Slope

 | Low bearing strength

 |

135E2: |

 Wickware---------------------| Slope

 | Low bearing strength

 |

136B: |

 Doritty----------------------| Wetness

 | Low bearing strength

 |

136C2: |

 Doritty----------------------| Slope

 | Wetness

 | Low bearing strength

 |

144B2: |

 NewGlarus--------------------| Low bearing strength

 |

144C2: |

 NewGlarus--------------------| Slope

 | Low bearing strength

 |

144D2: |

 NewGlarus--------------------| Slope

 | Low bearing strength

 |

144E2: |

 NewGlarus--------------------| Slope

 | Low bearing strength

 |

161E: |

 Fivepoints-------------------| Slope

 | Low bearing strength

 |

208A: |

 Siouxcreek-------------------| Wetness

 |

213B2: |

 Hixton-----------------------| Low bearing strength

 |

213C2: |

 Hixton-----------------------| Slope

 | Low bearing strength

 |

224B: |

 Elevasil---------------------| No major considerations

 |

224C2: |

 Elevasil---------------------| Slope

 |

224D2: |

 Elevasil---------------------| Slope

 |

224E2: |

 Elevasil---------------------| Slope

 |

233C: |

 Boone------------------------| Slope

 |
216 Soil Survey of

Table 13.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

243B2: |

 Hixton, thin solum-----------| Depth to soft bedrock

 | Low bearing strength

 |

243C2: |

 Hixton, thin solum-----------| Slope

 | Depth to soft bedrock

 | Low bearing strength

 |

244B: |

 Elkmound---------------------| Depth to soft bedrock

 | Low bearing strength

 |

244C2: |

 Elkmound---------------------| Slope

 | Depth to soft bedrock

 | Low bearing strength

 |

244D2: |

 Elkmound---------------------| Slope

 | Depth to hard bedrock

 | Low bearing strength

 |

254B2: |

 Norden-----------------------| Low bearing strength

 |

254C2: |

 Norden-----------------------| Slope

 | Low bearing strength

 |

254D2: |

 Norden-----------------------| Slope

 | Low bearing strength

 |

254E2: |

 Norden-----------------------| Slope

 | Low bearing strength

 |

254F: |

 Norden-----------------------| Slope

 | Low bearing strength

 |

255B2: |

 Urne-------------------------| Low bearing strength

 |

255C2: |

 Urne-------------------------| Slope

 | Low bearing strength

 |

255D2: |

 Urne-------------------------| Slope

 | Low bearing strength

 |

255E2: |

 Urne-------------------------| Slope

 | Low bearing strength

 |

255F: |

 Urne-------------------------| Slope

 | Low bearing strength

 |

265B: |

 Garne------------------------| No major considerations

 |
Dunn County, Wisconsin 217

Table 13.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

265C: |

 Garne------------------------| Slope

 |

266B: |

 Hiles------------------------| Wetness

 | Low bearing strength

 |

268A: |

 Kert-------------------------| Wetness

 | Low bearing strength

 |

269A: |

 Veedum, undrained------------| Wetness

 | Low bearing strength

 |

273B2: |

 Dobie------------------------| Low bearing strength

 |

 Hixton, frigid---------------| Low bearing strength

 |

273C2: |

 Dobie------------------------| Slope

 | Low bearing strength

 |

 Hixton, frigid---------------| Slope

 | Low bearing strength

 |

273D2: |

 Dobie------------------------| Slope

 | Low bearing strength

 |

 Hixton, frigid---------------| Slope

 | Low bearing strength

 |

273E2: |

 Dobie------------------------| Slope

 | Low bearing strength

 |

 Hixton, frigid---------------| Slope

 | Low bearing strength

 |

275B2: |

 Hayriver---------------------| No major considerations

 |

 Elevasil, frigid-------------| No major considerations

 |

275C2: |

 Hayriver---------------------| Slope

 |

 Elevasil, frigid-------------| Slope

 |

275D2: |

 Hayriver---------------------| Slope

 |

 Elevasil, frigid-------------| Slope

 |

276B: |

 Humbird, loamy subsoil-------| Wetness

 | Low bearing strength

 |

278A: |

 Merrillan, loamy subsoil-----| Wetness

 |

282C: |

 Twinmound--------------------| Slope

 |
218 Soil Survey of

Table 13.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

282F: |

 Twinmound--------------------| Slope

 |

313D2: |

 Plumcreek--------------------| Slope

 | Low bearing strength

 |

313F: |

 Plumcreek--------------------| Slope

 | Low bearing strength

 |

316B2: |

 Ella-------------------------| Wetness

 | Low bearing strength

 |

316C2: |

 Ella-------------------------| Slope

 | Wetness

 | Low bearing strength

 |

318A: |

 Bearpen----------------------| Wetness

 | Low bearing strength

 |

349A: |

 Rib, valley train, undrained | Wetness

 | Low bearing strength

 |

378A: |

 Poskin, valley train---------| Wetness

 | Low bearing strength

 |

416A: |

 Menomin----------------------| Low bearing strength

 |

423A: |

 Meridian---------------------| Low bearing strength

 |

423B2: |

 Meridian---------------------| Low bearing strength

 |

423C2: |

 Meridian---------------------| Slope

 | Low bearing strength

 |

428A: |

 Shiffer----------------------| Wetness

 | Low bearing strength

 |

429A: |

 Lows, undrained--------------| Wetness

 | Low bearing strength

 |

432A: |

 Kevilar----------------------| Wetness

 |

432B: |

 Kevilar----------------------| Wetness

 |

432C2: |

 Kevilar----------------------| Slope

 | Wetness

 |
Dunn County, Wisconsin 219

Table 13.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

432D2: |

 Kevilar----------------------| Slope

 | Wetness

 |

433A: |

 Forkhorn---------------------| No major considerations

 |

433B: |

 Forkhorn---------------------| No major considerations

 |

433C2: |

 Forkhorn---------------------| Slope

 |

433D2: |

 Forkhorn---------------------| Slope

 |

434B: |

 Bilson-----------------------| No major considerations

 |

436A: |

 Rusktown---------------------| No major considerations

 |

438A: |

 Hoopeston--------------------| Wetness

 |

454B: |

 Chetek, kame terrace---------| Surface boulders

 | Low bearing strength

 |

454C2: |

 Chetek, kame terrace---------| Slope

 | Surface boulders

 | Low bearing strength

 |

454D2: |

 Chetek, kame terrace---------| Slope

 | Surface boulders

 | Low bearing strength

 |

454E: |

 Chetek, kame terrace---------| Slope

 | Surface boulders

 | Low bearing strength

 |

468A: |

 Oesterle, valley train-------| Wetness

 |

502B2: |

 Chelsea----------------------| No major considerations

 |

502C2: |

 Chelsea----------------------| Slope

 |

508A: |

 Farrington-------------------| Wetness

 |

510B: |

 Boplain----------------------| No major considerations

 |

510C: |

 Boplain----------------------| Slope

 |

511A: |

 Plainfield-------------------| No major considerations

 |
220 Soil Survey of

Table 13.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

511B: |

 Plainfield-------------------| No major considerations

 |

511C: |

 Plainfield-------------------| Slope

 |

511F: |

 Plainfield-------------------| Slope

 |

512B: |

 Drammen----------------------| No major considerations

 |

512C: |

 Drammen----------------------| Slope

 |

512D: |

 Drammen----------------------| Slope

 |

516A: |

 Aldo-------------------------| No major considerations

 |

546A: |

 Prissel----------------------| Wetness

 |

546B: |

 Prissel----------------------| Wetness

 |

546C: |

 Prissel----------------------| Slope

 | Wetness

 |

546F: |

 Prissel----------------------| Slope

 | Wetness

 |

555A: |

 Fordum, frequently flooded---| Flooding

 | Wetness

 | Low bearing strength

 |

561B: |

 Tarr-------------------------| No major considerations

 |

566A: |

 Tint-------------------------| No major considerations

 |

573B: |

 Plainbo, sand sheet----------| No major considerations

 |

573C: |

 Plainbo, sand sheet----------| Slope

 |

588A: |

 Meehan, valley train---------| Wetness

 |

589A: |

 Newson, undrained------------| Wetness

 |

601C: |

 Beavercreek------------------| Slope

 |

616B: |

 Chaseburg--------------------| No major considerations

 |
Dunn County, Wisconsin 221

Table 13.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

619A: |

 Vancecreek, undrained--------| Flooding

 | Wetness

 | Low bearing strength

 |

626A: |

 Arenzville-------------------| No major considerations

 |

628A: |

 Orion------------------------| Wetness

 |

629A: |

 Ettrick, undrained-----------| Flooding

 | Wetness

 | Low bearing strength

 |

636A: |

 Quarderer--------------------| No major considerations

 |

646A: |

 Dunnbot----------------------| No major considerations

 |

656A: |

 Scotah-----------------------| No major considerations

 |

766A: |

 Moppet, occasionally flooded | No major considerations

 |

804B2: |

 Arland, dissected------------| No major considerations

 |

804C2: |

 Arland, dissected------------| Slope

 |

804D: |

 Arland, dissected------------| Slope

 |

814D2: |

 Renova, dissected------------| Slope

 | Low bearing strength

 |

816B2: |

 Vlasaty, dissected-----------| Wetness

 | Low bearing strength

 |

816C2: |

 Vlasaty, dissected-----------| Slope

 | Wetness

 | Low bearing strength

 |

826B2: |

 Hersey-----------------------| Wetness

 | Low bearing strength

 |

826C2: |

 Hersey-----------------------| Slope

 | Wetness

 | Low bearing strength

 |

828B: |

 Vasa-------------------------| Wetness

 | Low bearing strength

 |
222 Soil Survey of

Table 13.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

836B2: |

 Spencer, dissected-----------| Wetness

 | Low bearing strength

 |

836C2: |

 Spencer, dissected-----------| Slope

 | Wetness

 | Low bearing strength

 |

838B: |

 Almena, dissected------------| Wetness

 | Low bearing strength

 |

870B2: |

 Santiago, dissected----------| No major considerations

 |

870C2: |

 Santiago, dissected----------| Slope

 |

875B: |

 Amery, dissected-------------| No major considerations

 |

875C2: |

 Amery, dissected-------------| Slope

 |

875D: |

 Amery, dissected-------------| Slope

 |

1125F: |

 Dorerton---------------------| Slope

 | Low bearing strength

 |

 Elbaville--------------------| Slope

 | Low bearing strength

 |

1145F: |

 Gaphill----------------------| Slope

 |

 Rockbluff--------------------| Slope

 |

1224F: |

 Boone------------------------| Slope

 |

 Elevasil---------------------| Slope

 |

1233F: |

 Boone------------------------| Slope

 |

 Tarr-------------------------| Slope

 |

1275F: |

 Hayriver---------------------| Slope

 |

 Twinmound--------------------| Slope

 |

1648A: |

 Northbend--------------------| Flooding

 | Wetness

 |

 Ettrick, flood plain, |

 undrained-------------------| Flooding

 | Wetness

 | Low bearing strength

 |
Dunn County, Wisconsin 223

Table 13.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

1658A: |

 Algansee---------------------| Flooding

 | Wetness

 |

 Kalmarville, undrained-------| Flooding

 | Wetness

 | __________________________________________________________________________
224 Soil Survey of

Table 14.--Forest Log Landing Considerations

(Only the soils that are suitable for forest land management are listed.

 See text for a description of the considerations listed in this

 table)

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

45A: |

 Seelyeville, undrained-------| Wetness

 | Susceptible to rutting and wheel slippage

 |

 Cathro, undrained------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

101B: |

 Menahga, valley train--------| No major considerations

 |

101C: |

 Menahga, valley train--------| Slope

 |

101E: |

 Menahga, valley train--------| Slope

 |

115B2: |

 Seaton-----------------------| Susceptible to rutting and wheel slippage

 |

115C2: |

 Seaton-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

115D2: |

 Seaton-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

115E2: |

 Seaton-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

116C2: |

 Churchtown-------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

116D2: |

 Churchtown-------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

116E2: |

 Churchtown-------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

125B2: |

 Pepin------------------------| Susceptible to rutting and wheel slippage

 |

125C2: |

 Pepin------------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

125D2: |

 Pepin------------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

125E2: |

 Pepin------------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

135C2: |

 Wickware---------------------| Slope

 | Susceptible to rutting and wheel slippage

 |
Dunn County, Wisconsin 225

Table 14.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

135D2: |

 Wickware---------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

135E2: |

 Wickware---------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

136B: |

 Doritty----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

136C2: |

 Doritty----------------------| Slope

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

144B2: |

 NewGlarus--------------------| Susceptible to rutting and wheel slippage

 |

144C2: |

 NewGlarus--------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

144D2: |

 NewGlarus--------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

144E2: |

 NewGlarus--------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

161E: |

 Fivepoints-------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

208A: |

 Siouxcreek-------------------| Wetness

 |

213B2: |

 Hixton-----------------------| Susceptible to rutting and wheel slippage

 |

213C2: |

 Hixton-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

224B: |

 Elevasil---------------------| No major considerations

 |

224C2: |

 Elevasil---------------------| Slope

 |

224D2: |

 Elevasil---------------------| Slope

 |

224E2: |

 Elevasil---------------------| Slope

 |

233C: |

 Boone------------------------| Slope

 |

243B2: |

 Hixton, thin solum-----------| Susceptible to rutting and wheel slippage

 |
226 Soil Survey of

Table 14.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

243C2: |

 Hixton, thin solum-----------| Slope

 | Susceptible to rutting and wheel slippage

 |

244B: |

 Elkmound---------------------| Susceptible to rutting and wheel slippage

 |

244C2: |

 Elkmound---------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

244D2: |

 Elkmound---------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

254B2: |

 Norden-----------------------| Susceptible to rutting and wheel slippage

 |

254C2: |

 Norden-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

254D2: |

 Norden-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

254E2: |

 Norden-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

254F: |

 Norden-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

255B2: |

 Urne-------------------------| Susceptible to rutting and wheel slippage

 |

255C2: |

 Urne-------------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

255D2: |

 Urne-------------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

255E2: |

 Urne-------------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

255F: |

 Urne-------------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

265B: |

 Garne------------------------| No major considerations

 |

265C: |

 Garne------------------------| Slope

 |

266B: |

 Hiles------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |
Dunn County, Wisconsin 227

Table 14.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

268A: |

 Kert-------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

269A: |

 Veedum, undrained------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

273B2: |

 Dobie------------------------| Susceptible to rutting and wheel slippage

 |

 Hixton, frigid---------------| Susceptible to rutting and wheel slippage

 |

273C2: |

 Dobie------------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

 Hixton, frigid---------------| Slope

 | Susceptible to rutting and wheel slippage

 |

273D2: |

 Dobie------------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

 Hixton, frigid---------------| Slope

 | Susceptible to rutting and wheel slippage

 |

273E2: |

 Dobie------------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

 Hixton, frigid---------------| Slope

 | Susceptible to rutting and wheel slippage

 |

275B2: |

 Hayriver---------------------| No major considerations

 |

 Elevasil, frigid-------------| No major considerations

 |

275C2: |

 Hayriver---------------------| Slope

 |

 Elevasil, frigid-------------| Slope

 |

275D2: |

 Hayriver---------------------| Slope

 |

 Elevasil, frigid-------------| Slope

 |

276B: |

 Humbird, loamy subsoil-------| Wetness

 | Susceptible to rutting and wheel slippage

 |

278A: |

 Merrillan, loamy subsoil-----| Wetness

 |

282C: |

 Twinmound--------------------| Slope

 |

282F: |

 Twinmound--------------------| Slope

 |

313D2: |

 Plumcreek--------------------| Slope

 | Susceptible to rutting and wheel slippage

 |
228 Soil Survey of

Table 14.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

313F: |

 Plumcreek--------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

316B2: |

 Ella-------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

316C2: |

 Ella-------------------------| Slope

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

318A: |

 Bearpen----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

349A: |

 Rib, valley train, undrained | Wetness

 | Susceptible to rutting and wheel slippage

 |

378A: |

 Poskin, valley train---------| Wetness

 | Susceptible to rutting and wheel slippage

 |

416A: |

 Menomin----------------------| Susceptible to rutting and wheel slippage

 |

423A: |

 Meridian---------------------| Susceptible to rutting and wheel slippage

 |

423B2: |

 Meridian---------------------| Susceptible to rutting and wheel slippage

 |

423C2: |

 Meridian---------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

428A: |

 Shiffer----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

429A: |

 Lows, undrained--------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

432A: |

 Kevilar----------------------| Wetness

 |

432B: |

 Kevilar----------------------| Wetness

 |

432C2: |

 Kevilar----------------------| Slope

 | Wetness

 |

432D2: |

 Kevilar----------------------| Slope

 | Wetness

 |

433A: |

 Forkhorn---------------------| No major considerations

 |
Dunn County, Wisconsin 229

Table 14.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

433B: |

 Forkhorn---------------------| No major considerations

 |

433C2: |

 Forkhorn---------------------| Slope

 |

433D2: |

 Forkhorn---------------------| Slope

 |

434B: |

 Bilson-----------------------| No major considerations

 |

436A: |

 Rusktown---------------------| No major considerations

 |

438A: |

 Hoopeston--------------------| Wetness

 |

454B: |

 Chetek, kame terrace---------| Surface boulders

 | Susceptible to rutting and wheel slippage

 |

454C2: |

 Chetek, kame terrace---------| Slope

 | Surface boulders

 | Susceptible to rutting and wheel slippage

 |

454D2: |

 Chetek, kame terrace---------| Slope

 | Surface boulders

 | Susceptible to rutting and wheel slippage

 |

454E: |

 Chetek, kame terrace---------| Slope

 | Surface boulders

 | Susceptible to rutting and wheel slippage

 |

468A: |

 Oesterle, valley train-------| Wetness

 |

502B2: |

 Chelsea----------------------| No major considerations

 |

502C2: |

 Chelsea----------------------| Slope

 |

508A: |

 Farrington-------------------| Wetness

 |

510B: |

 Boplain----------------------| No major considerations

 |

510C: |

 Boplain----------------------| Slope

 |

511A: |

 Plainfield-------------------| No major considerations

 |

511B: |

 Plainfield-------------------| No major considerations

 |

511C: |

 Plainfield-------------------| Slope

 |
230 Soil Survey of

Table 14.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

511F: |

 Plainfield-------------------| Slope

 |

512B: |

 Drammen----------------------| No major considerations

 |

512C: |

 Drammen----------------------| Slope

 |

512D: |

 Drammen----------------------| Slope

 |

516A: |

 Aldo-------------------------| No major considerations

 |

546A: |

 Prissel----------------------| Wetness

 |

546B: |

 Prissel----------------------| Wetness

 |

546C: |

 Prissel----------------------| Slope

 | Wetness

 |

546F: |

 Prissel----------------------| Slope

 | Wetness

 |

555A: |

 Fordum, frequently flooded---| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

561B: |

 Tarr-------------------------| No major considerations

 |

566A: |

 Tint-------------------------| No major considerations

 |

573B: |

 Plainbo, sand sheet----------| No major considerations

 |

573C: |

 Plainbo, sand sheet----------| Slope

 |

588A: |

 Meehan, valley train---------| Wetness

 |

589A: |

 Newson, undrained------------| Wetness

 |

601C: |

 Beavercreek------------------| Flooding

 | Slope

 |

616B: |

 Chaseburg--------------------| Flooding

 |

619A: |

 Vancecreek, undrained--------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |
Dunn County, Wisconsin 231

Table 14.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

626A: |

 Arenzville-------------------| Flooding

 |

628A: |

 Orion------------------------| Flooding

 | Wetness

 |

629A: |

 Ettrick, undrained-----------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

636A: |

 Quarderer--------------------| Flooding

 |

646A: |

 Dunnbot----------------------| Flooding

 |

656A: |

 Scotah-----------------------| Flooding

 |

766A: |

 Moppet, occasionally flooded | Flooding

 |

804B2: |

 Arland, dissected------------| No major considerations

 |

804C2: |

 Arland, dissected------------| Slope

 |

804D: |

 Arland, dissected------------| Slope

 |

814D2: |

 Renova, dissected------------| Slope

 | Susceptible to rutting and wheel slippage

 |

816B2: |

 Vlasaty, dissected-----------| Wetness

 | Susceptible to rutting and wheel slippage

 |

816C2: |

 Vlasaty, dissected-----------| Slope

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

826B2: |

 Hersey-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

826C2: |

 Hersey-----------------------| Slope

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

828B: |

 Vasa-------------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

836B2: |

 Spencer, dissected-----------| Wetness

 | Susceptible to rutting and wheel slippage

 |
232 Soil Survey of

Table 14.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

836C2: |

 Spencer, dissected-----------| Slope

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

838B: |

 Almena, dissected------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

870B2: |

 Santiago, dissected----------| No major considerations

 |

870C2: |

 Santiago, dissected----------| Slope

 |

875B: |

 Amery, dissected-------------| No major considerations

 |

875C2: |

 Amery, dissected-------------| Slope

 |

875D: |

 Amery, dissected-------------| Slope

 |

1125F: |

 Dorerton---------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

 Elbaville--------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

1145F: |

 Gaphill----------------------| Slope

 |

 Rockbluff--------------------| Slope

 |

1224F: |

 Boone------------------------| Slope

 |

 Elevasil---------------------| Slope

 |

1233F: |

 Boone------------------------| Slope

 |

 Tarr-------------------------| Slope

 |

1275F: |

 Hayriver---------------------| Slope

 |

 Twinmound--------------------| Slope

 |

1648A: |

 Northbend--------------------| Flooding

 | Wetness

 |

 Ettrick, flood plain, |

 undrained-------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |
Dunn County, Wisconsin 233

Table 14.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

1658A: |

 Algansee---------------------| Flooding

 | Wetness

 |

 Kalmarville, undrained-------| Flooding

 | Wetness

 | __________________________________________________________________________
234 Soil Survey of

Table 15.--Forest Land Site Preparation and Planting Considerations

(Only the soils that are suitable for forest land management 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 | __________________________________________________________________________

 |

45A: |

 Seelyeville, undrained-------| Wetness

 |

 Cathro, undrained------------| Wetness

 |

101B: |

 Menahga, valley train--------| No major considerations

 |

101C: |

 Menahga, valley train--------| Water erosion

 |

101E: |

 Menahga, valley train--------| Slope

 | Water erosion

 |

115B2: |

 Seaton-----------------------| Potential poor tilth and compaction

 |

115C2: |

 Seaton-----------------------| Water erosion

 | Potential poor tilth and compaction

 |

115D2: |

 Seaton-----------------------| Slope

 | Water erosion

 | Potential poor tilth and compaction

 |

115E2: |

 Seaton-----------------------| Slope

 | Water erosion

 | Potential poor tilth and compaction

 |

116C2: |

 Churchtown-------------------| Cobbly surface

 | Water erosion

 | Potential poor tilth and compaction

 |

116D2: |

 Churchtown-------------------| Slope

 | Cobbly surface

 | Water erosion

 | Potential poor tilth and compaction

 |

116E2: |

 Churchtown-------------------| Slope

 | Cobbly surface

 | Water erosion

 | Potential poor tilth and compaction

 |

125B2: |

 Pepin------------------------| No major considerations

 |

125C2: |

 Pepin------------------------| Water erosion

 |

125D2: |

 Pepin------------------------| Slope

 | Water erosion

 |

125E2: |

 Pepin------------------------| Slope

 | Water erosion

 |
Dunn County, Wisconsin 235

Table 15.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

135C2: |

 Wickware---------------------| Water erosion

 | Potential poor tilth and compaction

 |

135D2: |

 Wickware---------------------| Slope

 | Water erosion

 | Potential poor tilth and compaction

 |

135E2: |

 Wickware---------------------| Slope

 | Water erosion

 | Potential poor tilth and compaction

 |

136B: |

 Doritty----------------------| Wetness

 | Potential poor tilth and compaction

 |

136C2: |

 Doritty----------------------| Wetness

 | Water erosion

 | Potential poor tilth and compaction

 |

144B2: |

 NewGlarus--------------------| Potential poor tilth and compaction

 |

144C2: |

 NewGlarus--------------------| Water erosion

 | Potential poor tilth and compaction

 |

144D2: |

 NewGlarus--------------------| Slope

 | Water erosion

 | Potential poor tilth and compaction

 |

144E2: |

 NewGlarus--------------------| Slope

 | Water erosion

 | Potential poor tilth and compaction

 |

161E: |

 Fivepoints-------------------| Slope

 | Cobbly surface

 | Water erosion

 | Potential poor tilth and compaction

 |

208A: |

 Siouxcreek-------------------| Wetness

 |

213B2: |

 Hixton-----------------------| No major considerations

 |

213C2: |

 Hixton-----------------------| Water erosion

 |

224B: |

 Elevasil---------------------| Cobbly surface

 |

224C2: |

 Elevasil---------------------| Cobbly surface

 | Water erosion

 |
236 Soil Survey of

Table 15.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

224D2: |

 Elevasil---------------------| Slope

 | Cobbly surface

 | Water erosion

 |

224E2: |

 Elevasil---------------------| Slope

 | Cobbly surface

 | Water erosion

 |

233C: |

 Boone------------------------| Cobbly surface

 | Water erosion

 |

243B2: |

 Hixton, thin solum-----------| No major considerations

 |

243C2: |

 Hixton, thin solum-----------| Water erosion

 |

244B: |

 Elkmound---------------------| Surface stones

 | Cobbly surface

 |

244C2: |

 Elkmound---------------------| Surface stones

 | Cobbly surface

 | Water erosion

 |

244D2: |

 Elkmound---------------------| Slope

 | Depth to hard rock

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

254B2: |

 Norden-----------------------| No major considerations

 |

254C2: |

 Norden-----------------------| Water erosion

 |

254D2: |

 Norden-----------------------| Slope

 | Water erosion

 |

254E2: |

 Norden-----------------------| Slope

 | Water erosion

 |

254F: |

 Norden-----------------------| Slope

 | Water erosion

 |

255B2: |

 Urne-------------------------| Cobbly surface

 |

255C2: |

 Urne-------------------------| Cobbly surface

 | Water erosion

 |
Dunn County, Wisconsin 237

Table 15.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

255D2: |

 Urne-------------------------| Slope

 | Cobbly surface

 | Water erosion

 |

255E2: |

 Urne-------------------------| Slope

 | Cobbly surface

 | Water erosion

 |

255F: |

 Urne-------------------------| Slope

 | Cobbly surface

 | Water erosion

 |

265B: |

 Garne------------------------| No major considerations

 |

265C: |

 Garne------------------------| Water erosion

 |

266B: |

 Hiles------------------------| Wetness

 |

268A: |

 Kert-------------------------| Wetness

 |

269A: |

 Veedum, undrained------------| Wetness

 | Potential poor tilth and compaction

 |

273B2: |

 Dobie------------------------| No major considerations

 |

 Hixton, frigid---------------| No major considerations

 |

273C2: |

 Dobie------------------------| Water erosion

 |

 Hixton, frigid---------------| Water erosion

 |

273D2: |

 Dobie------------------------| Slope

 | Water erosion

 |

 Hixton, frigid---------------| Slope

 | Water erosion

 |

273E2: |

 Dobie------------------------| Slope

 | Water erosion

 |

 Hixton, frigid---------------| Slope

 | Water erosion

 |

275B2: |

 Hayriver---------------------| Cobbly surface

 |

 Elevasil, frigid-------------| Cobbly surface

 |
238 Soil Survey of

Table 15.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

275C2: |

 Hayriver---------------------| Cobbly surface

 | Water erosion

 |

 Elevasil, frigid-------------| Cobbly surface

 | Water erosion

 |

275D2: |

 Hayriver---------------------| Slope

 | Cobbly surface

 | Water erosion

 |

 Elevasil, frigid-------------| Slope

 | Cobbly surface

 | Water erosion

 |

276B: |

 Humbird, loamy subsoil-------| Wetness

 |

278A: |

 Merrillan, loamy subsoil-----| Wetness

 |

282C: |

 Twinmound--------------------| Water erosion

 |

282F: |

 Twinmound--------------------| Slope

 | Water erosion

 |

313D2: |

 Plumcreek--------------------| Slope

 | Water erosion

 | Potential poor tilth and compaction

 |

313F: |

 Plumcreek--------------------| Slope

 | Water erosion

 | Potential poor tilth and compaction

 |

316B2: |

 Ella-------------------------| Wetness

 | Potential poor tilth and compaction

 |

316C2: |

 Ella-------------------------| Wetness

 | Water erosion

 | Potential poor tilth and compaction

 |

318A: |

 Bearpen----------------------| Wetness

 |

349A: |

 Rib, valley train, undrained | Wetness

 | Cobbly surface

 | Potential poor tilth and compaction

 |

378A: |

 Poskin, valley train---------| Wetness

 | Cobbly surface

 |

416A: |

 Menomin----------------------| No major considerations

 |
Dunn County, Wisconsin 239

Table 15.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

423A: |

 Meridian---------------------| No major considerations

 |

423B2: |

 Meridian---------------------| No major considerations

 |

423C2: |

 Meridian---------------------| Water erosion

 |

428A: |

 Shiffer----------------------| Wetness

 | Potential poor tilth and compaction

 |

429A: |

 Lows, undrained--------------| Wetness

 |

432A: |

 Kevilar----------------------| Wetness

 |

432B: |

 Kevilar----------------------| Wetness

 |

432C2: |

 Kevilar----------------------| Wetness

 | Water erosion

 |

432D2: |

 Kevilar----------------------| Slope

 | Wetness

 | Water erosion

 |

433A: |

 Forkhorn---------------------| Cobbly surface

 |

433B: |

 Forkhorn---------------------| Cobbly surface

 |

433C2: |

 Forkhorn---------------------| Cobbly surface

 | Water erosion

 |

433D2: |

 Forkhorn---------------------| Slope

 | Cobbly surface

 | Water erosion

 |

434B: |

 Bilson-----------------------| No major considerations

 |

436A: |

 Rusktown---------------------| Cobbly surface

 |

438A: |

 Hoopeston--------------------| Wetness

 |

454B: |

 Chetek, kame terrace---------| Surface boulders

 | Cobbly surface

 |

454C2: |

 Chetek, kame terrace---------| Surface boulders

 | Cobbly surface

 | Water erosion

 |
240 Soil Survey of

Table 15.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

454D2: |

 Chetek, kame terrace---------| Slope

 | Surface boulders

 | Cobbly surface

 | Water erosion

 |

454E: |

 Chetek, kame terrace---------| Slope

 | Surface boulders

 | Cobbly surface

 | Water erosion

 |

468A: |

 Oesterle, valley train-------| Wetness

 | Cobbly surface

 |

502B2: |

 Chelsea----------------------| No major considerations

 |

502C2: |

 Chelsea----------------------| Water erosion

 |

508A: |

 Farrington-------------------| Wetness

 |

510B: |

 Boplain----------------------| No major considerations

 |

510C: |

 Boplain----------------------| Water erosion

 |

511A: |

 Plainfield-------------------| No major considerations

 |

511B: |

 Plainfield-------------------| No major considerations

 |

511C: |

 Plainfield-------------------| Water erosion

 |

511F: |

 Plainfield-------------------| Slope

 | Water erosion

 |

512B: |

 Drammen----------------------| No major considerations

 |

512C: |

 Drammen----------------------| Water erosion

 |

512D: |

 Drammen----------------------| Slope

 | Water erosion

 |

516A: |

 Aldo-------------------------| No major considerations

 |

546A: |

 Prissel----------------------| Wetness

 |

546B: |

 Prissel----------------------| Wetness

 |
Dunn County, Wisconsin 241

Table 15.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

546C: |

 Prissel----------------------| Wetness

 | Water erosion

 |

546F: |

 Prissel----------------------| Slope

 | Wetness

 | Water erosion

 |

555A: |

 Fordum, frequently flooded---| Flooding

 | Wetness

 | Cobbly surface

 | Potential poor tilth and compaction

 |

561B: |

 Tarr-------------------------| Cobbly surface

 |

566A: |

 Tint-------------------------| Cobbly surface

 |

573B: |

 Plainbo, sand sheet----------| No major considerations

 |

573C: |

 Plainbo, sand sheet----------| Water erosion

 |

588A: |

 Meehan, valley train---------| Wetness

 |

589A: |

 Newson, undrained------------| Wetness

 |

601C: |

 Beavercreek------------------| Cobbly surface

 | Water erosion

 |

616B: |

 Chaseburg--------------------| No major considerations

 |

619A: |

 Vancecreek, undrained--------| Flooding

 | Wetness

 |

626A: |

 Arenzville-------------------| No major considerations

 |

628A: |

 Orion------------------------| Wetness

 |

629A: |

 Ettrick, undrained-----------| Flooding

 | Wetness

 |

636A: |

 Quarderer--------------------| No major considerations

 |

646A: |

 Dunnbot----------------------| No major considerations

 |

656A: |

 Scotah-----------------------| No major considerations

 |
242 Soil Survey of

Table 15.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

766A: |

 Moppet, occasionally flooded | No major considerations

 |

804B2: |

 Arland, dissected------------| Cobbly surface

 |

804C2: |

 Arland, dissected------------| Cobbly surface

 | Water erosion

 |

804D: |

 Arland, dissected------------| Slope

 | Cobbly surface

 | Water erosion

 |

814D2: |

 Renova, dissected------------| Slope

 | Water erosion

 |

816B2: |

 Vlasaty, dissected-----------| Wetness

 | Potential poor tilth and compaction

 |

816C2: |

 Vlasaty, dissected-----------| Wetness

 | Water erosion

 | Potential poor tilth and compaction

 |

826B2: |

 Hersey-----------------------| Wetness

 |

826C2: |

 Hersey-----------------------| Wetness

 | Water erosion

 |

828B: |

 Vasa-------------------------| Wetness

 |

836B2: |

 Spencer, dissected-----------| Wetness

 | Cobbly surface

 | Potential poor tilth and compaction

 |

836C2: |

 Spencer, dissected-----------| Wetness

 | Cobbly surface

 | Water erosion

 | Potential poor tilth and compaction

 |

838B: |

 Almena, dissected------------| Wetness

 | Cobbly surface

 | Potential poor tilth and compaction

 |

870B2: |

 Santiago, dissected----------| Cobbly surface

 |

870C2: |

 Santiago, dissected----------| Cobbly surface

 | Water erosion

 |

875B: |

 Amery, dissected-------------| Cobbly surface

 |
Dunn County, Wisconsin 243

Table 15.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

875C2: |

 Amery, dissected-------------| Cobbly surface

 | Water erosion

 |

875D: |

 Amery, dissected-------------| Slope

 | Cobbly surface

 | Water erosion

 |

1125F: |

 Dorerton---------------------| Slope

 | Surface stones

 | Cobbly surface

 | Water erosion

 |

 Elbaville--------------------| Slope

 | Water erosion

 | Potential poor tilth and compaction

 |

1145F: |

 Gaphill----------------------| Slope

 | Cobbly surface

 | Water erosion

 |

 Rockbluff--------------------| Slope

 | Cobbly surface

 | Water erosion

 |

1224F: |

 Boone------------------------| Slope

 | Water erosion

 |

 Elevasil---------------------| Slope

 | Water erosion

 |

1233F: |

 Boone------------------------| Slope

 | Water erosion

 |

 Tarr-------------------------| Slope

 | Water erosion

 |

1275F: |

 Hayriver---------------------| Slope

 | Cobbly surface

 | Water erosion

 |

 Twinmound--------------------| Slope

 | Water erosion

 |

1648A: |

 Northbend--------------------| Flooding

 | Wetness

 |

 Ettrick, flood plain, |

 undrained-------------------| Flooding

 | Wetness

 |
244 Soil Survey of

Table 15.--Forest Land Site Preparation and Planting

Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

1658A: |

 Algansee---------------------| Flooding

 | Wetness

 |

 Kalmarville, undrained-------| Flooding

 | Wetness

 | __________________________________________________________________________
Dunn County, Wisconsin 245

Table 16.--Forest Habitat Types

(One asterisk indicates the primary habitat type; two asterisks indicate a secondary habitat type. See text for

 descriptions of the forest habitat types listed in this table)

________________________________________________________________________________________________________________

 Map symbol | Forest habitat | Forest habitat type

 and | symbol | (short scientific name)

 soil name | | ________________________________________________________________________________________________________________

 | |

11A: | |

 Markey, flood | |

 plain, undrained | Nvpd | N/A

 | |

20A: | |

 Palms and Houghton| Nvpd | N/A

 | |

40A: | |

 Markey and | |

 Seelyeville------| Nvpd | N/A

 | |

45A: | |

 Seelyeville and | |

 Cathro-----------| Nvpd | N/A

 | |

101B, 101C, 101E: | |

 Menahga, valley | |

 train------------| PArVAm* | Pinus strobus-Acer rubrum/Vaccinium angustifolium-Amphicarpa bracteata

 | |

115B2, 115C2, | |

 115D2, 115E2: | |

 Seaton-----------| ATiCa-La* | Acer-Tilia/Caulophyllum (Laportea)

 | |

116C2, 116D2: | |

 Churchtown--------| ATiCa-La* | Acer-Tilia/Caulophyllum (Laportea)

 | |

116E2: | |

 Churchtown--------| ATiCa-La* | Acer-Tilia/Caulophyllum (Laportea)

 | |

 | ATiSa-De** | Acer-Tilia/Sanguinaria (Desmodium)

 | |

125B2, 125C2, | |

 125D2: | |

 Pepin------------| ATiCa-La* | Acer-Tilia/Caulophyllum (Laportea)

 | |

125E2: | |

 Pepin-------------| ATiCa-La* | Acer-Tilia/Caulophyllum (Laportea)

 | |

 | ATiSa-De** | Acer-Tilia/Sanguinaria (Desmodium)

 | |

135C2, 135D2, | |

 135E2: | |

 Wickware---------| ACaCi* | Acer saccharum/Caulophyllum thalictroides-Circaea spp.

 | |

136B, 136C2: | |

 Doritty-----------| ACaCi* | Acer saccharum/Caulophyllum thalictroides-Circaea spp.

 | |

144B2, 144C2, | |

 144D2, 144E2: | |

 NewGlarus--------| ArCi-Ph* | Acer rubrum/Circaea (Phryma)

 | |

 | ATiSa-De** | Acer-Tilia/Sanguinaria (Desmodium)

 | |

161E: | |

 Fivepoints--------| ArDe-V* | Acer rubrum/Desmodium (Vaccinium)

 | |

208A: | |

 Siouxcreek--------| ASaI* | Acer/Sanguinaria-Impatiens

 | |
246 Soil Survey of

Table 16.--Forest Habitat Types--Continued

________________________________________________________________________________________________________________

 Map symbol | Forest habitat | Forest habitat type

 and | symbol | (short scientific name)

 soil name | | ________________________________________________________________________________________________________________

 | |

213B2, 213C2: | |

 Hixton------------| ArDe-V* | Acer rubrum/Desmodium (Vaccinium)

 | |

 | ArCi** | Acer rubrum/Circaea

 | |

224B, 224C2, 224D2,| |

 224E2: | |

 Elevasil---------| PVCr* | Pinus/Vaccinium-Cornus

 | |

 | ArDe-V** | Acer rubrum/Desmodium (Vaccinium)

 | |

233C: | |

 Boone-------------| PVGy* | Pinus/Vaccinium-Gaylussacia

 | |

 | PVCr** | Pinus/Vaccinium-Cornus

 | |

243B2, 243C2: | |

 Hixton, thin solum| ArDe-V* | Acer rubrum/Desmodium (Vaccinium)

 | |

244B, 244C2, 244D2:| |

 Elkmound----------| PVCr* | Pinus/Vaccinium-Cornus

 | |

254B2, 254C2, | |

 254D2, 254E2, | |

 254F: | |

 Norden-----------| ArCi-Ph* | Acer rubrum/Circaea (Phryma)

 | |

 | ArCi** | Acer rubrum/Circaea

 | |

255B2, 255C2, | |

 255D2, 255E2, | |

 255F: | |

 Urne-------------| ArCi* | Acer rubrum/Circaea

 | |

 | ArDe-V** | Acer rubrum/Desmodium (Vaccinium)

 | |

265B, 265C: | |

 Garne-------------| PVHa* | Pinus/Vaccinium-Hamamelis

 | |

266B: | |

 Hiles-------------| ArCi* | Acer rubrum/Circaea

 | |

268A: | |

 Kert--------------| ArCi* | Acer rubrum/Circaea

 | |

 | PVHa** | Pinus/Vaccinium-Hamamelis

 | |

269A: | |

 Veedum, undrained | Npd | N/A

 | |

273B2, 273C2, | |

 273D2, 273E2: | |

 Dobie and Hixton | AAt* | Acer saccharum/Athyrium filix-femina

 | |

 | ACaCi** | Acer saccharum/Caulophyllum thalictroides-Circaea spp.

 | |

275B2, 275C2, | |

 275D2: | |

 Hayriver and | |

 Elevasil--------| AVDe* | Acer saccharum/Vaccinium angustifolium-Desmodium glutinosum

 | |

 | AAt** | Acer saccharum/Athyrium filix-femina

 | |
Dunn County, Wisconsin 247

Table 16.--Forest Habitat Types--Continued

________________________________________________________________________________________________________________

 Map symbol | Forest habitat | Forest habitat type

 and | symbol | (short scientific name)

 soil name | | ________________________________________________________________________________________________________________

 | |

276B: | |

 Humbird, loamy | |

 subsoil----------| ArDe-V* | Acer rubrum/Desmodium (Vaccinium)

 | |

 | PVHa** | Pinus/Vaccinium-Hamamelis

 | |

278A: | |

 Merrillan, loamy | |

 subsoil----------| PVHa* | Pinus/Vaccinium-Hamamelis

 | |

 | PVRh** | Pinus strobus/Vaccinium-Rubus hispidus

 | |

282C, 282F: | |

 Twinmound---------| PVGy* | Pinus/Vaccinium-Gaylussacia

 | |

313D2, 313F: | |

 Plumcreek---------| ArCi-Ph* | Acer rubrum/Circaea (Phryma)

 | |

 | ATiSa-De** | Acer-Tilia/Sanguinaria (Desmodium)

 | |

316B2, 316C2: | |

 Ella--------------| ATiCa-La* | Acer-Tilia/Caulophyllum (Laportea)

 | |

318A: | |

 Bearpen-----------| ATiCa-La* | Acer-Tilia/Caulophyllum (Laportea)

 | |

349A: | |

 Rib, valley train,| |

 undrained--------| Npd | N/A

 | |

378A: | |

 Poskin, valley | |

 train------------| ASaI* | Acer/Sanguinaria-Impatiens

 | |

403A: | |

 Dakota------------| AArVb* | Acer saccharum-Acer rubrum/Viburnum

 | |

413A, 413B: | |

 Rasset------------| PVCr* | Pinus/Vaccinium-Cornus

 | |

 | AArVb** | Acer saccharum-Acer rubrum/Viburnum

 | |

416A: | |

 Menomin-----------| AArVb* | Acer saccharum-Acer rubrum/Viburnum

 | |

423A, 423B2, 423C2:| |

 Meridian----------| AArVb* | Acer saccharum-Acer rubrum/Viburnum

 | |

428A: | |

 Shiffer-----------| AArVb* | Acer saccharum-Acer rubrum/Viburnum

 | |

429A: | |

 Lows, undrained---| Npd | N/A

 | |

432A, 432B, 432C2, | |

 432D2: | |

 Kevilar----------| AArVb* | Acer saccharum-Acer rubrum/Viburnum

 | |

 | PVCr** | Pinus/Vaccinium-Cornus

 | |
248 Soil Survey of

Table 16.--Forest Habitat Types--Continued

________________________________________________________________________________________________________________

 Map symbol | Forest habitat | Forest habitat type

 and | symbol | (short scientific name)

 soil name | | ________________________________________________________________________________________________________________

 | |

433A, 433B, 433C2, | |

 433D2: | |

 Forkhorn---------| PVCr* | Pinus/Vaccinium-Cornus

 | |

 | AArVb** | Acer saccharum-Acer rubrum/Viburnum

 | |

434B: | |

 Bilson------------| ArDe-V* | Acer rubrum/Desmodium (Vaccinium)

 | |

436A: | |

 Rusktown----------| PVCr* | Pinus/Vaccinium-Cornus

 | |

 | AArVb** | Acer saccharum-Acer rubrum/Viburnum

 | |

438A: | |

 Hoopeston---------| PVRh* | Pinus strobus/Vaccinium-Rubus hispidus

 | |

 | PVCr** | Pinus/Vaccinium-Cornus

 | |

453A, 453B: | |

 Burkhardt---------| PVCr* | Pinus/Vaccinium-Cornus

 | |

454B, 454C2, 454D2,| |

 454E: | |

 Chetek, kame | |

 terrace---------| AVDe* | Acer saccharum/Vaccinium angustifolium-Desmodium glutinosum

 | |

468A: | |

 Oesterle, valley | |

 train------------| ASaI* | Acer/Sanguinaria-Impatiens

 | |

501A, 501B: | |

 Finchford---------| PVGy* | Pinus/Vaccinium-Gaylussacia

 | |

 | PVCr** | Pinus/Vaccinium-Cornus

 | |

502B2, 502C2: | |

 Chelsea-----------| PVGy* | Pinus/Vaccinium-Gaylussacia

 | |

 | PVCr** | Pinus/Vaccinium-Cornus

 | |

506A: | |

 Komro-------------| PVGy* | Pinus/Vaccinium-Gaylussacia

 | |

 | PVCr** | Pinus/Vaccinium-Cornus

 | |

508A: | |

 Farrington--------| PVGy* | Pinus/Vaccinium-Gaylussacia

 | |

 | PVCr** | Pinus/Vaccinium-Cornus

 | |

510B, 510C: | |

 Boplain-----------| PVGy* | Pinus/Vaccinium-Gaylussacia

 | |

 | PVCr** | Pinus/Vaccinium-Cornus

 | |

511A, 511B, 511C, | |

 511F: | |

 Plainfield-------| PVGy* | Pinus/Vaccinium-Gaylussacia

 | |

 | PVCr** | Pinus/Vaccinium-Cornus

 | |
Dunn County, Wisconsin 249

Table 16.--Forest Habitat Types--Continued

________________________________________________________________________________________________________________

 Map symbol | Forest habitat | Forest habitat type

 and | symbol | (short scientific name)

 soil name | | ________________________________________________________________________________________________________________

 | |

512B, 512C, 512D: | |

 Drammen-----------| PVHa* | Pinus/Vaccinium-Hamamelis

 | |

 | PVGy** | Pinus/Vaccinium-Gaylussacia

 | |

516A: | |

 Aldo--------------| PVGy* | Pinus/Vaccinium-Gaylussacia

 | |

 | PVCr** | Pinus/Vaccinium-Cornus

 | |

546A, 546B, 546C, | |

 546F: | |

 Prissel----------| PVHa* | Pinus/Vaccinium-Hamamelis

 | |

555A: | |

 Fordum------------| Nfld | N/A

 | |

561B: | |

 Tarr--------------| PVGy* | Pinus/Vaccinium-Gaylussacia

 | |

 | PVCr** | Pinus/Vaccinium-Cornus

 | |

566A: | |

 Tint--------------| PVGy* | Pinus/Vaccinium-Gaylussacia

 | |

 | PVCr** | Pinus/Vaccinium-Cornus

 | |

573B, 573C: | |

 Plainbo, sand | |

 sheet------------| PVGy* | Pinus/Vaccinium-Gaylussacia

 | |

 | PVCr** | Pinus/Vaccinium-Cornus

 | |

588A: | |

 Meehan, valley | |

 train------------| PArVAm* | Pinus strobus-Acer rubrum/Vaccinium angustifolium-Amphicarpa bracteata

 | |

589A: | |

 Newson, undrained | Npd | N/A

 | |

601C: | |

 Beavercreek-------| ArDe-V* | Acer rubrum/Desmodium (Vaccinium)

 | |

616B: | |

 Chaseburg---------| ATiCa-La* | Acer-Tilia/Caulophyllum (Laportea)

 | |

619A: | |

 Vancecreek, | |

 undrained--------| Npd | N/A

 | |

626A: | |

 Arenzville--------| Nfld | N/A

 | |

628A: | |

 Orion-------------| Nfld | N/A

 | |

629A: | |

 Ettrick, undrained| Npd | N/A

 | |

636A: | |

 Quarderer---------| Nfld | N/A

 | |

646A: | |

 Dunnbot-----------| Nfld | N/A

 | |
250 Soil Survey of

Table 16.--Forest Habitat Types--Continued

________________________________________________________________________________________________________________

 Map symbol | Forest habitat | Forest habitat type

 and | symbol | (short scientific name)

 soil name | | ________________________________________________________________________________________________________________

 | |

656A: | |

 Scotah------------| Nfld | N/A

 | |

766A: | |

 Moppet------------| Nfld | N/A

 | |

804B2, 804C2, 804D:| |

 Arland, dissected | AAt* | Acer saccharum/Athyrium filix-femina

 | |

814D2: | |

 Renova, dissected | ArCi* | Acer rubrum/Circaea

 | |

816B2, 816C2: | |

 Vlasaty, dissected| ArCi* | Acer rubrum/Circaea

 | |

826B2, 826C2: | |

 Hersey------------| ATiCa-La* | Acer-Tilia/Caulophyllum (Laportea)

 | |

828B: | |

 Vasa--------------| ATiCa-La* | Acer-Tilia/Caulophyllum (Laportea)

 | |

836B2, 836C2: | |

 Spencer, dissected| ACaCi* | Acer saccharum/Caulophyllum thalictroides-Circaea spp.

 | |

838B: | |

 Almena, dissected | ASaI* | Acer/Sanguinaria-Impatiens

 | |

870B2, 870C2: | |

 Santiago, | |

 dissected--------| ACaCi* | Acer saccharum/Caulophyllum thalictroides-Circaea spp.

 | |

875B, 875C2, 875D: | |

 Amery, dissected--| AVDe* | Acer saccharum/Vaccinium angustifolium-Desmodium glutinosum

 | |

1125F: | |

 Dorerton-Elbaville| ArCi* | Acer rubrum/Circaea

 | |

 | ArCi-Ph** | Acer rubrum/Circaea (Phryma)

 | |

1145F: | |

 Gaphill-Rockbluff | PVCr* | Pinus/Vaccinium-Cornus

 | |

 | PVGy** | Pinus/Vaccinium-Gaylussacia

 | |

1224F: | |

 Boone-Elevasil----| PVGy* | Pinus/Vaccinium-Gaylussacia

 | |

 | PVCr** | Pinus/Vaccinium-Cornus

 | |

1233F: | |

 Boone-Tarr--------| PVGy* | Pinus/Vaccinium-Gaylussacia

 | |

 | PVCr** | Pinus/Vaccinium-Cornus

 | |

1275F: | |

 Hayriver-Twinmound| AVDe* | Acer saccharum/Vaccinium angustifolium-Desmodium glutinosum

 | |

 | PVGy** | Pinus/Vaccinium-Gaylussacia

 | |

1648A: | |

 Northbend-Ettrick | Nfld | N/A

 | |
Dunn County, Wisconsin 251

Table 16.--Forest Habitat Types--Continued

________________________________________________________________________________________________________________

 Map symbol | Forest habitat | Forest habitat type

 and | symbol | (short scientific name)

 soil name | | ________________________________________________________________________________________________________________

 | |

1658A: | |

 Algansee- | |

 Kalmarville------| Nfld | N/A

 | |

2002: | |

 Udorthents, | |

 earthen dams-----| Nma | N/A

 | |

2003A: | |

 Riverwash---------| Nfld | N/A

 | |

2013: | |

 Pits, gravel------| Nma | N/A

 | |

2014: | |

 Pits, quarry, hard| |

 bedrock----------| Nma | N/A

 | |

2016: | |

 Pits, quarry, soft| |

 bedrock----------| Nma | N/A

 | |

2030: | |

 Udorthents and | |

 Udipsamments-----| Nma | N/A

 | |

2050: | |

 Landfill----------| Nma | N/A

 | |

M-W: | |

 Miscellaneous | |

 water------------| Nma | N/A

 | |

W: | |

 Water-------------| Nma | N/A

 | | ________________________________________________________________________________________________________________
252 Soil Survey of

Table 17a.--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 | ___________________________________________________________________________________________________

 | | | | | |

11A: | | | | | |

 Markey, flood plain,| | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Flooding |1.00 | saturated zone | | Content of |1.00

 | Ponding |1.00 | Content of |1.00 | organic matter |

 | Content of |1.00 | organic matter | | Flooding |1.00

 | organic matter | | Flooding |0.40 | Ponding |1.00

 | | | | | |

20A: | | | | | |

 Palms, undrained----|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Ponding |1.00 | saturated zone | | Content of |1.00

 | Content of |1.00 | Content of |1.00 | organic matter |

 | organic matter | | organic matter | | Ponding |1.00

 | | | | | |

 Houghton, undrained |Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Ponding |1.00 | saturated zone | | Content of |1.00

 | Content of |1.00 | Content of |1.00 | organic matter |

 | organic matter | | organic matter | | Ponding |1.00

 | | | | | |

40A: | | | | | |

 Markey, undrained---|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Ponding |1.00 | saturated zone | | Content of |1.00

 | Content of |1.00 | Content of |1.00 | organic matter |

 | organic matter | | organic matter | | Ponding |1.00

 | | | | | |

 Seelyeville, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Ponding |1.00 | saturated zone | | Content of |1.00

 | Content of |1.00 | Content of |1.00 | organic matter |

 | organic matter | | organic matter | | Ponding |1.00

 | | | | | |

45A: | | | | | |

 Seelyeville, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Ponding |1.00 | saturated zone | | Content of |1.00

 | Content of |1.00 | Content of |1.00 | organic matter |

 | organic matter | | organic matter | | Ponding |1.00

 | | | | | |
Dunn County, Wisconsin 253

Table 17a.--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 | ___________________________________________________________________________________________________

 | | | | | |

45A: | | | | | |

 Cathro, undrained---|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Ponding |1.00 | saturated zone | | Content of |1.00

 | Content of |1.00 | Content of |1.00 | organic matter |

 | organic matter | | organic matter | | Ponding |1.00

 | | | | | |

101B: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | |

101C: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | Slope |0.04 | Slope |0.04 | Too sandy |1.00

 | | | | | |

101E: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Not rated | |Not rated | |Not rated |

 | | | | | |

115B2: | | | | | |

 Seaton--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | |

115C2: | | | | | |

 Seaton--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

115D2: | | | | | |

 Seaton--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

115E2: | | | | | |

 Seaton--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

116C2: | | | | | |

 Churchtown----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

116D2: | | | | | |

 Churchtown----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

116E2: | | | | | |

 Churchtown----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

125B2: | | | | | |

 Pepin---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | |
254 Soil Survey of

Table 17a.--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 | ___________________________________________________________________________________________________

 | | | | | |

125C2: | | | | | |

 Pepin---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

125D2: | | | | | |

 Pepin---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

125E2: | | | | | |

 Pepin---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

135C2: | | | | | |

 Wickware------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

135D2: | | | | | |

 Wickware------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

135E2: | | | | | |

 Wickware------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

136B: | | | | | |

 Doritty-------------|Not limited | |Not limited | |Not limited |

 | | | | | |

136C2: | | | | | |

 Doritty-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

144B2: | | | | | |

 NewGlarus-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Restricted |0.98 | Restricted |0.98 | Restricted |0.98

 | permeability | | permeability | | permeability |

 | | | | | Slope |0.50

 | | | | | |

144C2: | | | | | |

 NewGlarus-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Restricted |0.98 | Restricted |0.98 | Slope |1.00

 | permeability | | permeability | | Restricted |0.98

 | Slope |0.04 | Slope |0.04 | permeability |

 | | | | | |

144D2: | | | | | |

 NewGlarus-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Restricted |0.98 | Restricted |0.98 | Restricted |0.98

 | permeability | | permeability | | permeability |

 | | | | | |

144E2: | | | | | |

 NewGlarus-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Restricted |0.98 | Restricted |0.98 | Restricted |0.98

 | permeability | | permeability | | permeability |

 | | | | | |

161E: | | | | | |

 Fivepoints----------|Not rated | |Not rated | |Not rated |

 | | | | | |

208A: | | | | | |

 Siouxcreek----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |0.75 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |
Dunn County, Wisconsin 255

Table 17a.--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 | ___________________________________________________________________________________________________

 | | | | | |

213B2: | | | | | |

 Hixton--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Depth to bedrock |0.42

 | | | | | |

213C2: | | | | | |

 Hixton--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

224B: | | | | | |

 Elevasil------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Depth to bedrock |0.42

 | | | | | |

224C2: | | | | | |

 Elevasil------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

224D2: | | | | | |

 Elevasil------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

224E2: | | | | | |

 Elevasil------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

233C: | | | | | |

 Boone---------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | Slope |0.37 | Slope |0.37 | Too sandy |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

243B2: | | | | | |

 Hixton, thin solum--|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Restricted |0.44 | Restricted |0.44 | Restricted |0.44

 | permeability | | permeability | | permeability |

 | | | | | |

243C2: | | | | | |

 Hixton, thin solum--|Somewhat limited | |Somewhat limited | |Very limited |

 | Restricted |0.44 | Restricted |0.44 | Slope |1.00

 | permeability | | permeability | | Depth to bedrock |0.99

 | Slope |0.04 | Slope |0.04 | Restricted |0.44

 | | | | | permeability |

 | | | | | |

244B: | | | | | |

 Elkmound------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Restricted |0.44 | Restricted |0.44 | Restricted |0.44

 | permeability | | permeability | | permeability |

 | Too stony |0.19 | Too stony |0.19 | Too stony |0.19

 | | | | | Gravel content |0.16

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |
256 Soil Survey of

Table 17a.--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 | ___________________________________________________________________________________________________

 | | | | | |

244C2: | | | | | |

 Elkmound------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Slope |1.00

 | Restricted |0.44 | Restricted |0.44 | Depth to bedrock |1.00

 | permeability | | permeability | | Restricted |0.44

 | Too stony |0.19 | Too stony |0.19 | permeability |

 | Slope |0.04 | Slope |0.04 | Too stony |0.19

 | | | | | Gravel content |0.16

 | | | | | |

244D2: | | | | | |

 Elkmound------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Slope |1.00

 | Slope |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Restricted |0.44 | Restricted |0.44 | Restricted |0.44

 | permeability | | permeability | | permeability |

 | Too stony |0.19 | Too stony |0.19 | Too stony |0.19

 | | | | | Gravel content |0.16

 | | | | | |

254B2: | | | | | |

 Norden--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Depth to bedrock |0.42

 | | | | | |

254C2: | | | | | |

 Norden--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

254D2: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

254E2: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

254F: | | | | | |

 Norden--------------|Not rated | |Not rated | |Not rated |

 | | | | | |

255B2: | | | | | |

 Urne----------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Depth to bedrock |0.42

 | | | | | Gravel content |0.06

 | | | | | |

255C2: | | | | | |

 Urne----------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | Gravel content |0.06

 | | | | | |

255D2: | | | | | |

 Urne----------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | Gravel content |0.06

 | | | | | |
Dunn County, Wisconsin 257

Table 17a.--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 | ___________________________________________________________________________________________________

 | | | | | |

255E2: | | | | | |

 Urne----------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | Gravel content |0.06

 | | | | | |

255F: | | | | | |

 Urne----------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | Gravel content |0.06

 | | | | | |

265B: | | | | | |

 Garne---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.46 | Too sandy |0.46 | Slope |0.50

 | | | | | Too sandy |0.46

 | | | | | Depth to bedrock |0.42

 | | | | | |

265C: | | | | | |

 Garne---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.46 | Too sandy |0.46 | Slope |1.00

 | Slope |0.04 | Slope |0.04 | Too sandy |0.46

 | | | | | Depth to bedrock |0.42

 | | | | | |

266B: | | | | | |

 Hiles---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Restricted |0.55 | Restricted |0.55 | Restricted |0.55

 | permeability | | permeability | | permeability |

 | Depth to |0.39 | Depth to |0.19 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

268A: | | | | | |

 Kert----------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |0.75 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

269A: | | | | | |

 Veedum, undrained---|Not rated | |Not rated | |Not rated |

 | | | | | |

273B2: | | | | | |

 Dobie---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Depth to bedrock |0.42

 | | | | | |

 Hixton, frigid------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Depth to bedrock |0.42

 | | | | | |

273C2: | | | | | |

 Dobie---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

 Hixton, frigid------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

273D2: | | | | | |

 Dobie---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |
258 Soil Survey of

Table 17a.--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 | ___________________________________________________________________________________________________

 | | | | | |

273D2: | | | | | |

 Hixton, frigid------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

273E2: | | | | | |

 Dobie---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

 Hixton, frigid------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

275B2: | | | | | |

 Hayriver------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Depth to bedrock |0.42

 | | | | | |

 Elevasil, frigid----|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Depth to bedrock |0.42

 | | | | | |

275C2: | | | | | |

 Hayriver------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

 Elevasil, frigid----|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

275D2: | | | | | |

 Hayriver------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

 Elevasil, frigid----|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

276B: | | | | | |

 Humbird, loamy | | | | | |

 subsoil------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Restricted |0.55 | Restricted |0.55 | Restricted |0.55

 | permeability | | permeability | | permeability |

 | Depth to |0.39 | Depth to |0.19 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

278A: | | | | | |

 Merrillan, loamy | | | | | |

 subsoil------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |0.75 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

282C: | | | | | |

 Twinmound-----------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | Slope |0.37 | Slope |0.37 | Too sandy |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |
Dunn County, Wisconsin 259

Table 17a.--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 | ___________________________________________________________________________________________________

 | | | | | |

282F: | | | | | |

 Twinmound-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

313D2: | | | | | |

 Plumcreek-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

313F: | | | | | |

 Plumcreek-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

316B2: | | | | | |

 Ella----------------|Not limited | |Not limited | |Not limited |

 | | | | | |

316C2: | | | | | |

 Ella----------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

318A: | | | | | |

 Bearpen-------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Flooding |1.00 | Depth to |0.75 | Depth to |0.98

 | Depth to |0.98 | saturated zone | | saturated zone |

 | saturated zone | | | | |

 | | | | | |

349A: | | | | | |

 Rib, valley train, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Ponding |1.00 | saturated zone | | Ponding |1.00

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

378A: | | | | | |

 Poskin, valley train|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |0.75 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

403A: | | | | | |

 Dakota--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

413A: | | | | | |

 Rasset--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

413B: | | | | | |

 Rasset--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

416A: | | | | | |

 Menomin-------------|Not limited | |Not limited | |Not limited |

 | | | | | |

423A: | | | | | |

 Meridian------------|Not limited | |Not limited | |Not limited |

 | | | | | |
260 Soil Survey of

Table 17a.--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 | ___________________________________________________________________________________________________

 | | | | | |

423B2: | | | | | |

 Meridian------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | |

423C2: | | | | | |

 Meridian------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

428A: | | | | | |

 Shiffer-------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Flooding |1.00 | Depth to |0.75 | Depth to |0.98

 | Depth to |0.98 | saturated zone | | saturated zone |

 | saturated zone | | | | |

 | | | | | |

429A: | | | | | |

 Lows, undrained-----|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Flooding |1.00 | saturated zone | | Ponding |1.00

 | Ponding |1.00 | | | |

 | | | | | |

432A: | | | | | |

 Kevilar-------------|Not limited | |Not limited | |Not limited |

 | | | | | |

432B: | | | | | |

 Kevilar-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | |

432C2: | | | | | |

 Kevilar-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

432D2: | | | | | |

 Kevilar-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

433A: | | | | | |

 Forkhorn------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Gravel content |0.03

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

433B: | | | | | |

 Forkhorn------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Gravel content |0.03

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

433C2: | | | | | |

 Forkhorn------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | Gravel content |0.03

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |
Dunn County, Wisconsin 261

Table 17a.--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 | ___________________________________________________________________________________________________

 | | | | | |

433D2: | | | | | |

 Forkhorn------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Gravel content |0.03

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

434B: | | | | | |

 Bilson--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.12

 | | | | | |

436A: | | | | | |

 Rusktown------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

438A: | | | | | |

 Hoopeston-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |0.75 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

453A: | | | | | |

 Burkhardt-----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Gravel content |0.16

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

453B: | | | | | |

 Burkhardt-----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Gravel content |0.16

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

454B: | | | | | |

 Chetek, kame terrace|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too stony |0.19 | Too stony |0.19 | Slope |0.50

 | | | | | Too stony |0.19

 | | | | | Gravel content |0.04

 | | | | | |

454C2: | | | | | |

 Chetek, kame terrace|Somewhat limited | |Somewhat limited | |Very limited |

 | Too stony |0.19 | Too stony |0.19 | Slope |1.00

 | Slope |0.04 | Slope |0.04 | Too stony |0.19

 | | | | | Gravel content |0.04

 | | | | | |

454D2: | | | | | |

 Chetek, kame terrace|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too stony |0.19 | Too stony |0.19 | Too stony |0.19

 | | | | | Gravel content |0.04

 | | | | | |

454E: | | | | | |

 Chetek, kame terrace|Not rated | |Not rated | |Not rated |

 | | | | | |

468A: | | | | | |

 Oesterle, valley | | | | | |

 train--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |0.75 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Gravel content |0.20

 | | | | | |
262 Soil Survey of

Table 17a.--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 | ___________________________________________________________________________________________________

 | | | | | |

501A: | | | | | |

 Finchford-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.79 | Too sandy |0.79 | Too sandy |0.79

 | | | | | |

501B: | | | | | |

 Finchford-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.79 | Too sandy |0.79 | Too sandy |0.79

 | | | | | Slope |0.50

 | | | | | |

502B2: | | | | | |

 Chelsea-------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | Slope |0.50

 | | | | | |

502C2: | | | | | |

 Chelsea-------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | Slope |0.37 | Slope |0.37 | Too sandy |1.00

 | | | | | |

506A: | | | | | |

 Komro---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.84 | Too sandy |0.84 | Too sandy |0.84

 | | | | | |

508A: | | | | | |

 Farrington----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.98 | Too sandy |0.84 | Depth to |0.98

 | saturated zone | | Depth to |0.75 | saturated zone |

 | Too sandy |0.84 | saturated zone | | Too sandy |0.84

 | | | | | |

510B: | | | | | |

 Boplain-------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | |

510C: | | | | | |

 Boplain-------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | Slope |0.37 | Slope |0.37 | Too sandy |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

511A: | | | | | |

 Plainfield----------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | Gravel content |0.06

 | | | | | |

511B: | | | | | |

 Plainfield----------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | Slope |0.50

 | | | | | Gravel content |0.06

 | | | | | |

511C: | | | | | |

 Plainfield----------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | Slope |0.37 | Slope |0.37 | Too sandy |1.00

 | | | | | Gravel content |0.06

 | | | | | |

511F: | | | | | |

 Plainfield----------|Not rated | |Not rated | |Not rated |

 | | | | | |

512B: | | | | | |

 Drammen-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.46 | Too sandy |0.46 | Too sandy |0.46

 | | | | | |
Dunn County, Wisconsin 263

Table 17a.--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 | ___________________________________________________________________________________________________

 | | | | | |

512C: | | | | | |

 Drammen-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.46 | Too sandy |0.46 | Slope |1.00

 | Slope |0.04 | Slope |0.04 | Too sandy |0.46

 | | | | | |

512D: | | | | | |

 Drammen-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too sandy |0.46 | Too sandy |0.46 | Too sandy |0.46

 | | | | | |

516A: | | | | | |

 Aldo----------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | |

546A: | | | | | |

 Prissel-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.54 | Too sandy |0.54 | Too sandy |0.54

 | | | | | |

546B: | | | | | |

 Prissel-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.54 | Too sandy |0.54 | Too sandy |0.54

 | | | | | Slope |0.50

 | | | | | |

546C: | | | | | |

 Prissel-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.54 | Too sandy |0.54 | Slope |1.00

 | Slope |0.37 | Slope |0.37 | Too sandy |0.54

 | | | | | |

546F: | | | | | |

 Prissel-------------|Not rated | |Not rated | |Not rated |

 | | | | | |

555A: | | | | | |

 Fordum, frequently | | | | | |

 flooded------------|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

 | | | | | |

561B: | | | | | |

 Tarr----------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | Slope |0.50

 | | | | | |

566A: | | | | | |

 Tint----------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | |

573B: | | | | | |

 Plainbo, sand sheet |Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | |

573C: | | | | | |

 Plainbo, sand sheet |Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | Slope |0.37 | Slope |0.37 | Too sandy |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |
264 Soil Survey of

Table 17a.--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 | ___________________________________________________________________________________________________

 | | | | | |

588A: | | | | | |

 Meehan, valley train|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.98 | Too sandy |0.81 | Depth to |0.98

 | saturated zone | | Depth to |0.75 | saturated zone |

 | Too sandy |0.81 | saturated zone | | Too sandy |0.81

 | | | | | Gravel content |0.22

 | | | | | |

589A: | | | | | |

 Newson, undrained---|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Ponding |1.00 | saturated zone | | Ponding |1.00

 | Too sandy |0.87 | Too sandy |0.87 | Too sandy |0.87

 | | | | | |

601C: | | | | | |

 Beavercreek---------|Very limited | |Somewhat limited | |Very limited |

 | Flooding |1.00 | Gravel content |0.18 | Gravel content |1.00

 | Gravel content |0.18 | | | Slope |1.00

 | | | | | Flooding |0.60

 | | | | | Content of large |0.20

 | | | | | stones |

 | | | | | |

616B: | | | | | |

 Chaseburg-----------|Very limited | |Not limited | |Somewhat limited |

 | Flooding |1.00 | | | Flooding |0.60

 | | | | | Slope |0.12

 | | | | | |

619A: | | | | | |

 Vancecreek, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Flooding |1.00 | saturated zone | | Flooding |1.00

 | Ponding |1.00 | Flooding |0.40 | Ponding |1.00

 | | | | | |

626A: | | | | | |

 Arenzville----------|Very limited | |Not limited | |Somewhat limited |

 | Flooding |1.00 | | | Flooding |0.60

 | | | | | |

628A: | | | | | |

 Orion---------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Flooding |1.00 | Depth to |0.75 | Depth to |0.98

 | Depth to |0.98 | saturated zone | | saturated zone |

 | saturated zone | | | | Flooding |0.60

 | | | | | |

629A: | | | | | |

 Ettrick, undrained--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Flooding |1.00 | saturated zone | | Flooding |1.00

 | Ponding |1.00 | Flooding |0.40 | Ponding |1.00

 | Restricted |0.21 | Restricted |0.21 | Restricted |0.21

 | permeability | | permeability | | permeability |

 | | | | | |

636A: | | | | | |

 Quarderer-----------|Very limited | |Not limited | |Somewhat limited |

 | Flooding |1.00 | | | Flooding |0.60

 | | | | | |

646A: | | | | | |

 Dunnbot-------------|Very limited | |Not limited | |Somewhat limited |

 | Flooding |1.00 | | | Flooding |0.60

 | | | | | |
Dunn County, Wisconsin 265

Table 17a.--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 | ___________________________________________________________________________________________________

 | | | | | |

656A: | | | | | |

 Scotah--------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Flooding |1.00 | Too sandy |0.87 | Too sandy |0.87

 | Too sandy |0.87 | | | Flooding |0.60

 | | | | | |

766A: | | | | | |

 Moppet, occasionally| | | | | |

 flooded------------|Very limited | |Not limited | |Somewhat limited |

 | Flooding |1.00 | | | Flooding |0.60

 | | | | | |

804B2: | | | | | |

 Arland, dissected---|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Depth to bedrock |0.42

 | | | | | Gravel content |0.18

 | | | | | |

804C2: | | | | | |

 Arland, dissected---|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | Gravel content |0.18

 | | | | | |

804D: | | | | | |

 Arland, dissected---|Not rated | |Not rated | |Not rated |

 | | | | | |

814D2: | | | | | |

 Renova, dissected---|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 |

 | | | | | |

816B2: | | | | | |

 Vlasaty, dissected--|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 |

 | | | | | |

816C2: | | | | | |

 Vlasaty, dissected--|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 |

 | | | | | |

826B2: | | | | | |

 Hersey--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | |

826C2: | | | | | |

 Hersey--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

828B: | | | | | |

 Vasa----------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Flooding |1.00 | Depth to |0.75 | Depth to |0.98

 | Depth to |0.98 | saturated zone | | saturated zone |

 | saturated zone | | | | Slope |0.12

 | | | | | |
266 Soil Survey of

Table 17a.--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 | ___________________________________________________________________________________________________

 | | | | | |

836B2: | | | | | |

 Spencer, dissected--|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | |

836C2: | | | | | |

 Spencer, dissected--|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

838B: | | | | | |

 Almena, dissected---|Very limited | |Somewhat limited | |Somewhat limited |

 | Flooding |1.00 | Depth to |0.75 | Depth to |0.98

 | Depth to |0.98 | saturated zone | | saturated zone |

 | saturated zone | | | | Slope |0.12

 | | | | | |

870B2: | | | | | |

 Santiago, dissected |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Restricted |0.44 | Restricted |0.44 | Slope |0.50

 | permeability | | permeability | | Restricted |0.44

 | | | | | permeability |

 | | | | | |

870C2: | | | | | |

 Santiago, dissected |Somewhat limited | |Somewhat limited | |Very limited |

 | Restricted |0.44 | Restricted |0.44 | Slope |1.00

 | permeability | | permeability | | Restricted |0.44

 | Slope |0.04 | Slope |0.04 | permeability |

 | | | | | |

875B: | | | | | |

 Amery, dissected----|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Restricted |0.44 | Restricted |0.44 | Slope |0.50

 | permeability | | permeability | | Restricted |0.44

 | | | | | permeability |

 | | | | | Gravel content |0.16

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

875C2: | | | | | |

 Amery, dissected----|Somewhat limited | |Somewhat limited | |Very limited |

 | Restricted |0.44 | Restricted |0.44 | Slope |1.00

 | permeability | | permeability | | Restricted |0.44

 | Slope |0.04 | Slope |0.04 | permeability |

 | | | | | Gravel content |0.16

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

875D: | | | | | |

 Amery, dissected----|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Restricted |0.44 | Restricted |0.44 | Restricted |0.44

 | permeability | | permeability | | permeability |

 | | | | | Gravel content |0.16

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

1125F: | | | | | |

 Dorerton------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too stony |0.76 | Too stony |0.76 | Too stony |0.76

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Elbaville-----------|Not rated | |Not rated | |Not rated |

 | | | | | |
Dunn County, Wisconsin 267

Table 17a.--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 | ___________________________________________________________________________________________________

 | | | | | |

1145F: | | | | | |

 Gaphill-------------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Rockbluff-----------|Not rated | |Not rated | |Not rated |

 | | | | | |

1224F: | | | | | |

 Boone---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Elevasil------------|Not rated | |Not rated | |Not rated |

 | | | | | |

1233F: | | | | | |

 Boone---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Tarr----------------|Not rated | |Not rated | |Not rated |

 | | | | | |

1275F: | | | | | |

 Hayriver------------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Twinmound-----------|Not rated | |Not rated | |Not rated |

 | | | | | |

1648A: | | | | | |

 Northbend-----------|Very limited | |Somewhat limited | |Very limited |

 | Flooding |1.00 | Depth to |0.75 | Flooding |1.00

 | Depth to |0.98 | saturated zone | | Depth to |0.98

 | saturated zone | | Flooding |0.40 | saturated zone |

 | | | | | |

 Ettrick, flood | | | | | |

 plain, undrained---|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Flooding |1.00 | saturated zone | | Flooding |1.00

 | Ponding |1.00 | Flooding |0.40 | Ponding |1.00

 | Restricted |0.21 | Restricted |0.21 | Restricted |0.21

 | permeability | | permeability | | permeability |

 | | | | | |

1658A: | | | | | |

 Algansee------------|Very limited | |Somewhat limited | |Very limited |

 | Flooding |1.00 | Depth to |0.75 | Flooding |1.00

 | Depth to |0.98 | saturated zone | | Depth to |0.98

 | saturated zone | | Flooding |0.40 | saturated zone |

 | | | | | |

 Kalmarville, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Flooding |1.00 | saturated zone | | Flooding |1.00

 | Ponding |1.00 | Flooding |0.40 | Ponding |1.00

 | | | | | |

2002: | | | | | |

 Udorthents, earthen | | | | | |

 dams---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2003A: | | | | | |

 Riverwash-----------|Not rated | |Not rated | |Not rated |

 | | | | | |

2013: | | | | | |

 Pits, gravel--------|Not rated | |Not rated | |Not rated |

 | | | | | |

2014: | | | | | |

 Pits, quarry, hard | | | | | |

 bedrock------------|Not rated | |Not rated | |Not rated |

 | | | | | |
268 Soil Survey of

Table 17a.--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 | ___________________________________________________________________________________________________

 | | | | | |

2016: | | | | | |

 Pits, quarry, soft | | | | | |

 bedrock------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2030: | | | | | |

 Udorthents, cut or | | | | | |

 fill---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Udipsamments, cut or| | | | | |

 fill---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2050: | | | | | |

 Landfill------------|Not rated | |Not rated | |Not rated |

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
Dunn County, Wisconsin 269

Table 17b.--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 | ___________________________________________________________________________________________________

 | | | | | |

11A: | | | | | |

 Markey, flood plain,| | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | saturated zone | | Flooding |1.00

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | Ponding |1.00 | Ponding |1.00 | Depth to |1.00

 | Flooding |0.40 | Flooding |0.40 | saturated zone |

 | | | | | |

20A: | | | | | |

 Palms, undrained----|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | saturated zone | | Content of |1.00

 | Content of |1.00 | Content of |1.00 | organic matter |

 | organic matter | | organic matter | | Depth to |1.00

 | Ponding |1.00 | Ponding |1.00 | saturated zone |

 | | | | | |

 Houghton, undrained |Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | saturated zone | | Content of |1.00

 | Content of |1.00 | Content of |1.00 | organic matter |

 | organic matter | | organic matter | | Depth to |1.00

 | Ponding |1.00 | Ponding |1.00 | saturated zone |

 | | | | | |

40A: | | | | | |

 Markey, undrained---|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | saturated zone | | Content of |1.00

 | Content of |1.00 | Content of |1.00 | organic matter |

 | organic matter | | organic matter | | Depth to |1.00

 | Ponding |1.00 | Ponding |1.00 | saturated zone |

 | | | | | |

 Seelyeville, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | saturated zone | | Content of |1.00

 | Content of |1.00 | Content of |1.00 | organic matter |

 | organic matter | | organic matter | | Depth to |1.00

 | Ponding |1.00 | Ponding |1.00 | saturated zone |

 | | | | | |

45A: | | | | | |

 Seelyeville, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | saturated zone | | Content of |1.00

 | Content of |1.00 | Content of |1.00 | organic matter |

 | organic matter | | organic matter | | Depth to |1.00

 | Ponding |1.00 | Ponding |1.00 | saturated zone |

 | | | | | |
270 Soil Survey of

Table 17b.--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 | ___________________________________________________________________________________________________

 | | | | | |

45A: | | | | | |

 Cathro, undrained---|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | saturated zone | | Content of |1.00

 | Content of |1.00 | Content of |1.00 | organic matter |

 | organic matter | | organic matter | | Depth to |1.00

 | Ponding |1.00 | Ponding |1.00 | saturated zone |

 | | | | | |

101B: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.51

 | | | | | Too sandy |0.50

 | | | | | |

101C: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.51

 | | | | | Too sandy |0.50

 | | | | | Slope |0.04

 | | | | | |

101E: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Not rated | |Not rated | |Very limited |

 | | | | | Slope |1.00

 | | | | | Droughty |0.08

 | | | | | |

115B2: | | | | | |

 Seaton--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

115C2: | | | | | |

 Seaton--------------|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |0.04

 | | | | | |

115D2: | | | | | |

 Seaton--------------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |0.02 | | | |

 | | | | | |

115E2: | | | | | |

 Seaton--------------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |1.00 | | | |

 | | | | | |

116C2: | | | | | |

 Churchtown----------|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |0.04

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

116D2: | | | | | |

 Churchtown----------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |0.02 | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

116E2: | | | | | |

 Churchtown----------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |1.00 | | | Content of large |0.03

 | | | | | stones |

 | | | | | |
Dunn County, Wisconsin 271

Table 17b.--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 | ___________________________________________________________________________________________________

 | | | | | |

125B2: | | | | | |

 Pepin---------------|Not limited | |Not limited | |Not limited |

 | | | | | |

125C2: | | | | | |

 Pepin---------------|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |0.04

 | | | | | |

125D2: | | | | | |

 Pepin---------------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |0.02 | | | |

 | | | | | |

125E2: | | | | | |

 Pepin---------------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |1.00 | | | |

 | | | | | |

135C2: | | | | | |

 Wickware------------|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |0.04

 | | | | | |

135D2: | | | | | |

 Wickware------------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |0.02 | | | |

 | | | | | |

135E2: | | | | | |

 Wickware------------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |1.00 | | | |

 | | | | | |

136B: | | | | | |

 Doritty-------------|Not limited | |Not limited | |Not limited |

 | | | | | |

136C2: | | | | | |

 Doritty-------------|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |0.04

 | | | | | |

144B2: | | | | | |

 NewGlarus-----------|Not limited | |Not limited | |Not limited |

 | | | | | |

144C2: | | | | | |

 NewGlarus-----------|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |0.04

 | | | | | |

144D2: | | | | | |

 NewGlarus-----------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |0.02 | | | |

 | | | | | |

144E2: | | | | | |

 NewGlarus-----------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |1.00 | | | |

 | | | | | |

161E: | | | | | |

 Fivepoints----------|Not rated | |Not rated | |Very limited |

 | | | | | Slope |1.00

 | | | | | Depth to bedrock |0.46

 | | | | | |
272 Soil Survey of

Table 17b.--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 | ___________________________________________________________________________________________________

 | | | | | |

208A: | | | | | |

 Siouxcreek----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.44 | Depth to |0.44 | Depth to |0.75

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Depth to bedrock |0.42

 | | | | | |

213B2: | | | | | |

 Hixton--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to bedrock |0.42

 | | | | | |

213C2: | | | | | |

 Hixton--------------|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Depth to bedrock |0.42

 | | | | | Slope |0.04

 | | | | | |

224B: | | | | | |

 Elevasil------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to bedrock |0.42

 | | | | | |

224C2: | | | | | |

 Elevasil------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to bedrock |0.42

 | | | | | Slope |0.04

 | | | | | |

224D2: | | | | | |

 Elevasil------------|Somewhat limited | |Not limited | |Very limited |

 | Slope |0.02 | | | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

224E2: | | | | | |

 Elevasil------------|Very limited | |Not limited | |Very limited |

 | Slope |1.00 | | | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

233C: | | | | | |

 Boone---------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.96

 | | | | | Too sandy |0.50

 | | | | | Depth to bedrock |0.42

 | | | | | Slope |0.37

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

243B2: | | | | | |

 Hixton, thin solum--|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to bedrock |0.99

 | | | | | |

243C2: | | | | | |

 Hixton, thin solum--|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Depth to bedrock |0.99

 | | | | | Slope |0.04

 | | | | | |

244B: | | | | | |

 Elkmound------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too stony |0.19 | Too stony |0.19 | Depth to bedrock |1.00

 | | | | | Droughty |0.98

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |
Dunn County, Wisconsin 273

Table 17b.--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 | ___________________________________________________________________________________________________

 | | | | | |

244C2: | | | | | |

 Elkmound------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too stony |0.19 | Too stony |0.19 | Depth to bedrock |1.00

 | | | | | Droughty |0.98

 | | | | | Slope |0.04

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

244D2: | | | | | |

 Elkmound------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too stony |0.19 | Too stony |0.19 | Depth to bedrock |1.00

 | Slope |0.02 | | | Slope |1.00

 | | | | | Droughty |0.98

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

254B2: | | | | | |

 Norden--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to bedrock |0.42

 | | | | | |

254C2: | | | | | |

 Norden--------------|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Depth to bedrock |0.42

 | | | | | Slope |0.04

 | | | | | |

254D2: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |0.02 | | | Depth to bedrock |0.42

 | | | | | |

254E2: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |1.00 | | | Depth to bedrock |0.42

 | | | | | |

254F: | | | | | |

 Norden--------------|Not rated | |Not rated | |Very limited |

 | | | | | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

255B2: | | | | | |

 Urne----------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to bedrock |0.42

 | | | | | |

255C2: | | | | | |

 Urne----------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to bedrock |0.42

 | | | | | Slope |0.04

 | | | | | |

255D2: | | | | | |

 Urne----------------|Somewhat limited | |Not limited | |Very limited |

 | Slope |0.02 | | | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

255E2: | | | | | |

 Urne----------------|Very limited | |Not limited | |Very limited |

 | Slope |1.00 | | | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |
274 Soil Survey of

Table 17b.--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 | ___________________________________________________________________________________________________

 | | | | | |

255F: | | | | | |

 Urne----------------|Very limited | |Somewhat limited | |Very limited |

 | Slope |1.00 | Slope |0.96 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

265B: | | | | | |

 Garne---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.46 | Too sandy |0.46 | Depth to bedrock |0.42

 | | | | | Droughty |0.26

 | | | | | |

265C: | | | | | |

 Garne---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.46 | Too sandy |0.46 | Depth to bedrock |0.42

 | | | | | Droughty |0.26

 | | | | | Slope |0.04

 | | | | | |

266B: | | | | | |

 Hiles---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to bedrock |0.42

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | |

268A: | | | | | |

 Kert----------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.44 | Depth to |0.44 | Depth to |0.75

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Depth to bedrock |0.42

 | | | | | |

269A: | | | | | |

 Veedum, undrained---|Not rated | |Not rated | |Very limited |

 | | | | | Ponding |1.00

 | | | | | Depth to |1.00

 | | | | | saturated zone |

 | | | | | Depth to bedrock |0.42

 | | | | | |

273B2: | | | | | |

 Dobie---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to bedrock |0.42

 | | | | | |

 Hixton, frigid------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to bedrock |0.42

 | | | | | |

273C2: | | | | | |

 Dobie---------------|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Depth to bedrock |0.42

 | | | | | Slope |0.04

 | | | | | |

 Hixton, frigid------|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Depth to bedrock |0.42

 | | | | | Slope |0.04

 | | | | | |

273D2: | | | | | |

 Dobie---------------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |0.02 | | | Depth to bedrock |0.42

 | | | | | |

 Hixton, frigid------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |0.02 | | | Depth to bedrock |0.42

 | | | | | |
Dunn County, Wisconsin 275

Table 17b.--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 | ___________________________________________________________________________________________________

 | | | | | |

273E2: | | | | | |

 Dobie---------------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |1.00 | | | Depth to bedrock |0.42

 | | | | | |

 Hixton, frigid------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |1.00 | | | Depth to bedrock |0.42

 | | | | | |

275B2: | | | | | |

 Hayriver------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to bedrock |0.42

 | | | | | |

 Elevasil, frigid----|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to bedrock |0.42

 | | | | | |

275C2: | | | | | |

 Hayriver------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to bedrock |0.42

 | | | | | Slope |0.04

 | | | | | |

 Elevasil, frigid----|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to bedrock |0.42

 | | | | | Slope |0.04

 | | | | | |

275D2: | | | | | |

 Hayriver------------|Somewhat limited | |Not limited | |Very limited |

 | Slope |0.02 | | | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

 Elevasil, frigid----|Somewhat limited | |Not limited | |Very limited |

 | Slope |0.02 | | | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

276B: | | | | | |

 Humbird, loamy | | | | | |

 subsoil------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to bedrock |0.46

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | Droughty |0.01

 | | | | | |

278A: | | | | | |

 Merrillan, loamy | | | | | |

 subsoil------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.44 | Depth to |0.44 | Depth to |0.75

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Depth to bedrock |0.42

 | | | | | |

282C: | | | | | |

 Twinmound-----------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | Slope |0.37

 | | | | | |

282F: | | | | | |

 Twinmound-----------|Very limited | |Somewhat limited | |Very limited |

 | Slope |1.00 | Slope |0.78 | Slope |1.00

 | | | | | Droughty |0.98

 | | | | | Depth to bedrock |0.42

 | | | | | |
276 Soil Survey of

Table 17b.--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 | ___________________________________________________________________________________________________

 | | | | | |

313D2: | | | | | |

 Plumcreek-----------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |0.02 | | | |

 | | | | | |

313F: | | | | | |

 Plumcreek-----------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |1.00 | Slope |0.56 | |

 | | | | | |

316B2: | | | | | |

 Ella----------------|Not limited | |Not limited | |Not limited |

 | | | | | |

316C2: | | | | | |

 Ella----------------|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |0.04

 | | | | | |

318A: | | | | | |

 Bearpen-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.44 | Depth to |0.44 | Depth to |0.75

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

349A: | | | | | |

 Rib, valley train, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Ponding |1.00 | Ponding |1.00 | saturated zone |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

378A: | | | | | |

 Poskin, valley train|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.44 | Depth to |0.44 | Depth to |0.75

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

403A: | | | | | |

 Dakota--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

413A: | | | | | |

 Rasset--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

413B: | | | | | |

 Rasset--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

416A: | | | | | |

 Menomin-------------|Not limited | |Not limited | |Not limited |

 | | | | | |

423A: | | | | | |

 Meridian------------|Not limited | |Not limited | |Not limited |

 | | | | | |

423B2: | | | | | |

 Meridian------------|Not limited | |Not limited | |Not limited |

 | | | | | |
Dunn County, Wisconsin 277

Table 17b.--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 | ___________________________________________________________________________________________________

 | | | | | |

423C2: | | | | | |

 Meridian------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.04

 | | | | | |

428A: | | | | | |

 Shiffer-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.44 | Depth to |0.44 | Depth to |0.75

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

429A: | | | | | |

 Lows, undrained-----|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Ponding |1.00 | Ponding |1.00 | saturated zone |

 | | | | | |

432A: | | | | | |

 Kevilar-------------|Not limited | |Not limited | |Not limited |

 | | | | | |

432B: | | | | | |

 Kevilar-------------|Not limited | |Not limited | |Not limited |

 | | | | | |

432C2: | | | | | |

 Kevilar-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.04

 | | | | | |

432D2: | | | | | |

 Kevilar-------------|Somewhat limited | |Not limited | |Very limited |

 | Slope |0.02 | | | Slope |1.00

 | | | | | |

433A: | | | | | |

 Forkhorn------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

433B: | | | | | |

 Forkhorn------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

433C2: | | | | | |

 Forkhorn------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.04

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

433D2: | | | | | |

 Forkhorn------------|Somewhat limited | |Not limited | |Very limited |

 | Slope |0.02 | | | Slope |1.00

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

434B: | | | | | |

 Bilson--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

436A: | | | | | |

 Rusktown------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |
278 Soil Survey of

Table 17b.--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 | ___________________________________________________________________________________________________

 | | | | | |

438A: | | | | | |

 Hoopeston-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.44 | Depth to |0.44 | Depth to |0.75

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

453A: | | | | | |

 Burkhardt-----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.05

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

453B: | | | | | |

 Burkhardt-----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.05

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

454B: | | | | | |

 Chetek, kame terrace|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too stony |0.19 | Too stony |0.19 | Droughty |0.11

 | | | | | |

454C2: | | | | | |

 Chetek, kame terrace|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too stony |0.19 | Too stony |0.19 | Droughty |0.11

 | | | | | Slope |0.04

 | | | | | |

454D2: | | | | | |

 Chetek, kame terrace|Somewhat limited | |Somewhat limited | |Very limited |

 | Too stony |0.19 | Too stony |0.19 | Slope |1.00

 | Slope |0.02 | | | Droughty |0.11

 | | | | | |

454E: | | | | | |

 Chetek, kame terrace|Not rated | |Not rated | |Very limited |

 | | | | | Slope |1.00

 | | | | | |

468A: | | | | | |

 Oesterle, valley | | | | | |

 train--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.44 | Depth to |0.44 | Depth to |0.75

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

501A: | | | | | |

 Finchford-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.79 | Too sandy |0.79 | Droughty |0.26

 | | | | | |

501B: | | | | | |

 Finchford-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.79 | Too sandy |0.79 | Droughty |0.26

 | | | | | |

502B2: | | | | | |

 Chelsea-------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.13

 | | | | | |

502C2: | | | | | |

 Chelsea-------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |0.37

 | | | | | Droughty |0.13

 | | | | | |

506A: | | | | | |

 Komro---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.84 | Too sandy |0.84 | Droughty |0.20

 | | | | | |
Dunn County, Wisconsin 279

Table 17b.--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 | ___________________________________________________________________________________________________

 | | | | | |

508A: | | | | | |

 Farrington----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.84 | Too sandy |0.84 | Depth to |0.75

 | Depth to |0.44 | Depth to |0.44 | saturated zone |

 | saturated zone | | saturated zone | | Droughty |0.19

 | | | | | |

510B: | | | | | |

 Boplain-------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.97

 | | | | | Too sandy |0.50

 | | | | | Depth to bedrock |0.42

 | | | | | |

510C: | | | | | |

 Boplain-------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.97

 | | | | | Too sandy |0.50

 | | | | | Depth to bedrock |0.42

 | | | | | Slope |0.37

 | | | | | |

511A: | | | | | |

 Plainfield----------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.74

 | | | | | Too sandy |0.50

 | | | | | |

511B: | | | | | |

 Plainfield----------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.74

 | | | | | Too sandy |0.50

 | | | | | |

511C: | | | | | |

 Plainfield----------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.74

 | | | | | Too sandy |0.50

 | | | | | Slope |0.37

 | | | | | |

511F: | | | | | |

 Plainfield----------|Not rated | |Not rated | |Very limited |

 | | | | | Slope |1.00

 | | | | | Droughty |0.25

 | | | | | |

512B: | | | | | |

 Drammen-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.46 | Too sandy |0.46 | Droughty |0.15

 | | | | | |

512C: | | | | | |

 Drammen-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.46 | Too sandy |0.46 | Droughty |0.15

 | | | | | Slope |0.04

 | | | | | |

512D: | | | | | |

 Drammen-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.46 | Too sandy |0.46 | Slope |1.00

 | Slope |0.02 | | | Droughty |0.15

 | | | | | |

516A: | | | | | |

 Aldo----------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.63

 | | | | | Too sandy |0.50

 | | | | | |

546A: | | | | | |

 Prissel-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.54 | Too sandy |0.54 | Droughty |0.03

 | | | | | |
280 Soil Survey of

Table 17b.--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 | ___________________________________________________________________________________________________

 | | | | | |

546B: | | | | | |

 Prissel-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.54 | Too sandy |0.54 | Droughty |0.03

 | | | | | |

546C: | | | | | |

 Prissel-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.54 | Too sandy |0.54 | Slope |0.37

 | | | | | Droughty |0.03

 | | | | | |

546F: | | | | | |

 Prissel-------------|Not rated | |Not rated | |Very limited |

 | | | | | Slope |1.00

 | | | | | |

555A: | | | | | |

 Fordum, frequently | | | | | |

 flooded------------|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

 | | | | | |

561B: | | | | | |

 Tarr----------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.78

 | | | | | Too sandy |0.50

 | | | | | |

566A: | | | | | |

 Tint----------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.66

 | | | | | Too sandy |0.50

 | | | | | |

573B: | | | | | |

 Plainbo, sand sheet |Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.90

 | | | | | Too sandy |0.50

 | | | | | Depth to bedrock |0.42

 | | | | | |

573C: | | | | | |

 Plainbo, sand sheet |Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.90

 | | | | | Too sandy |0.50

 | | | | | Depth to bedrock |0.42

 | | | | | Slope |0.37

 | | | | | |

588A: | | | | | |

 Meehan, valley train|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.81 | Too sandy |0.81 | Depth to |0.75

 | Depth to |0.44 | Depth to |0.44 | saturated zone |

 | saturated zone | | saturated zone | | Droughty |0.62

 | | | | | |

589A: | | | | | |

 Newson, undrained---|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Ponding |1.00 | Ponding |1.00 | saturated zone |

 | Too sandy |0.87 | Too sandy |0.87 | Droughty |0.18

 | | | | | |
Dunn County, Wisconsin 281

Table 17b.--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 | ___________________________________________________________________________________________________

 | | | | | |

601C: | | | | | |

 Beavercreek---------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Flooding |0.60

 | | | | | Content of large |0.20

 | | | | | stones |

 | | | | | Gravel content |0.18

 | | | | | |

616B: | | | | | |

 Chaseburg-----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Flooding |0.60

 | | | | | |

619A: | | | | | |

 Vancecreek, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | saturated zone | | Flooding |1.00

 | Ponding |1.00 | Ponding |1.00 | Depth to |1.00

 | Flooding |0.40 | Flooding |0.40 | saturated zone |

 | | | | | |

626A: | | | | | |

 Arenzville----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Flooding |0.60

 | | | | | |

628A: | | | | | |

 Orion---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.44 | Depth to |0.44 | Depth to |0.75

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Flooding |0.60

 | | | | | |

629A: | | | | | |

 Ettrick, undrained--|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | saturated zone | | Flooding |1.00

 | Ponding |1.00 | Ponding |1.00 | Depth to |1.00

 | Flooding |0.40 | Flooding |0.40 | saturated zone |

 | | | | | |

636A: | | | | | |

 Quarderer-----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Flooding |0.60

 | | | | | |

646A: | | | | | |

 Dunnbot-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Flooding |0.60

 | | | | | |

656A: | | | | | |

 Scotah--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.87 | Too sandy |0.87 | Flooding |0.60

 | | | | | Droughty |0.38

 | | | | | |

766A: | | | | | |

 Moppet, occasionally| | | | | |

 flooded------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Flooding |0.60

 | | | | | |

804B2: | | | | | |

 Arland, dissected---|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to bedrock |0.42

 | | | | | |

804C2: | | | | | |

 Arland, dissected---|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to bedrock |0.42

 | | | | | Slope |0.04

 | | | | | |
282 Soil Survey of

Table 17b.--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 | ___________________________________________________________________________________________________

 | | | | | |

804D: | | | | | |

 Arland, dissected---|Not rated | |Not rated | |Not rated |

 | | | | | |

814D2: | | | | | |

 Renova, dissected---|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |0.02 | | | |

 | | | | | |

816B2: | | | | | |

 Vlasaty, dissected--|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | |

816C2: | | | | | |

 Vlasaty, dissected--|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Depth to |0.19

 | | | | | saturated zone |

 | | | | | Slope |0.04

 | | | | | |

826B2: | | | | | |

 Hersey--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

826C2: | | | | | |

 Hersey--------------|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |0.04

 | | | | | |

828B: | | | | | |

 Vasa----------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.44 | Depth to |0.44 | Depth to |0.75

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

836B2: | | | | | |

 Spencer, dissected--|Not limited | |Not limited | |Not limited |

 | | | | | |

836C2: | | | | | |

 Spencer, dissected--|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |0.04

 | | | | | |

838B: | | | | | |

 Almena, dissected---|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.44 | Depth to |0.44 | Depth to |0.75

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

870B2: | | | | | |

 Santiago, dissected |Not limited | |Not limited | |Not limited |

 | | | | | |

870C2: | | | | | |

 Santiago, dissected |Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |0.04

 | | | | | |

875B: | | | | | |

 Amery, dissected----|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

875C2: | | | | | |

 Amery, dissected----|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.04

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |
Dunn County, Wisconsin 283

Table 17b.--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 | ___________________________________________________________________________________________________

 | | | | | |

875D: | | | | | |

 Amery, dissected----|Somewhat limited | |Not limited | |Very limited |

 | Slope |0.02 | | | Slope |1.00

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

1125F: | | | | | |

 Dorerton------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too stony |0.76 | Too stony |0.76 | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Elbaville-----------|Not rated | |Not rated | |Very limited |

 | | | | | Slope |1.00

 | | | | | |

1145F: | | | | | |

 Gaphill-------------|Not rated | |Not rated | |Very limited |

 | | | | | Slope |1.00

 | | | | | |

 Rockbluff-----------|Not rated | |Not rated | |Very limited |

 | | | | | Slope |1.00

 | | | | | Droughty |0.01

 | | | | | |

1224F: | | | | | |

 Boone---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Elevasil------------|Not rated | |Not rated | |Not rated |

 | | | | | |

1233F: | | | | | |

 Boone---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Tarr----------------|Not rated | |Not rated | |Not rated |

 | | | | | |

1275F: | | | | | |

 Hayriver------------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Twinmound-----------|Not rated | |Not rated | |Not rated |

 | | | | | |

1648A: | | | | | |

 Northbend-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Depth to |0.44 | Depth to |0.44 | Flooding |1.00

 | saturated zone | | saturated zone | | Depth to |0.75

 | Flooding |0.40 | Flooding |0.40 | saturated zone |

 | | | | | |

 Ettrick, flood | | | | | |

 plain, undrained---|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | saturated zone | | Flooding |1.00

 | Ponding |1.00 | Ponding |1.00 | Depth to |1.00

 | Flooding |0.40 | Flooding |0.40 | saturated zone |

 | | | | | |

1658A: | | | | | |

 Algansee------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Depth to |0.44 | Depth to |0.44 | Flooding |1.00

 | saturated zone | | saturated zone | | Depth to |0.75

 | Flooding |0.40 | Flooding |0.40 | saturated zone |

 | | | | | Droughty |0.07

 | | | | | |
284 Soil Survey of

Table 17b.--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 | ___________________________________________________________________________________________________

 | | | | | |

1658A: | | | | | |

 Kalmarville, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | saturated zone | | Flooding |1.00

 | Ponding |1.00 | Ponding |1.00 | Depth to |1.00

 | Flooding |0.40 | Flooding |0.40 | saturated zone |

 | | | | | |

2002: | | | | | |

 Udorthents, earthen | | | | | |

 dams---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2003A: | | | | | |

 Riverwash-----------|Not rated | |Not rated | |Not rated |

 | | | | | |

2013: | | | | | |

 Pits, gravel--------|Not rated | |Not rated | |Not rated |

 | | | | | |

2014: | | | | | |

 Pits, quarry, hard | | | | | |

 bedrock------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2016: | | | | | |

 Pits, quarry, soft | | | | | |

 bedrock------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2030: | | | | | |

 Udorthents, cut or | | | | | |

 fill---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Udipsamments, cut or| | | | | |

 fill---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2050: | | | | | |

 Landfill------------|Not rated | |Not rated | |Not rated |

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
Dunn County, Wisconsin 285

Table 18.--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 | ____________________________________________________________________________________________________________

 | | | | | | | | | |

11A: | | | | | | | | | |

 Markey, flood plain, | | | | | | | | | |

 undrained--------------|Very |Very |Poor |Poor |Poor |Good |Good |Very |Poor |Good

 | poor | poor | | | | | | poor | |

 | | | | | | | | | |

20A: | | | | | | | | | |

 Palms, undrained--------|Very |Very |Poor |Poor |Poor |Good |Good |Very |Poor |Good

 | poor | poor | | | | | | poor | |

 | | | | | | | | | |

 Houghton, undrained-----|Very |Very |Poor |Poor |Poor |Good |Good |Very |Poor |Good

 | poor | poor | | | | | | poor | |

 | | | | | | | | | |

40A: | | | | | | | | | |

 Markey, undrained-------|Very |Very |Poor |Poor |Poor |Good |Good |Very |Poor |Good

 | poor | poor | | | | | | poor | |

 | | | | | | | | | |

 Seelyeville, undrained--|Very |Very |Poor |Poor |Poor |Good |Good |Very |Poor |Good

 | poor | poor | | | | | | poor | |

 | | | | | | | | | |

45A: | | | | | | | | | |

 Seelyeville, undrained--|Very |Very |Poor |Poor |Poor |Good |Good |Very |Poor |Good

 | poor | poor | | | | | | poor | |

 | | | | | | | | | |

 Cathro, undrained-------|Very |Very |Poor |Poor |Poor |Good |Good |Very |Poor |Good

 | poor | poor | | | | | | poor | |

 | | | | | | | | | |

101B: | | | | | | | | | |

 Menahga, valley train---|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

101C: | | | | | | | | | |

 Menahga, valley train---|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

101E: | | | | | | | | | |

 Menahga, valley train---|Very |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

115B2: | | | | | | | | | |

 Seaton------------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

115C2: | | | | | | | | | |

 Seaton------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

115D2: | | | | | | | | | |

 Seaton------------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

115E2: | | | | | | | | | |

 Seaton------------------|Very |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

116C2: | | | | | | | | | |

 Churchtown--------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |
286 Soil Survey of

Table 18.--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 | ____________________________________________________________________________________________________________

 | | | | | | | | | |

116D2: | | | | | | | | | |

 Churchtown--------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

116E2: | | | | | | | | | |

 Churchtown--------------|Very |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

125B2: | | | | | | | | | |

 Pepin-------------------|Good |Good |Good |Good |Good |Very |Very |Good |Good |Poor

 | | | | | | poor | poor | | |

 | | | | | | | | | |

125C2: | | | | | | | | | |

 Pepin-------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

125D2: | | | | | | | | | |

 Pepin-------------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

125E2: | | | | | | | | | |

 Pepin-------------------|Very |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

135C2: | | | | | | | | | |

 Wickware----------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

135D2: | | | | | | | | | |

 Wickware----------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

135E2: | | | | | | | | | |

 Wickware----------------|Very |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

136B: | | | | | | | | | |

 Doritty-----------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

136C2: | | | | | | | | | |

 Doritty-----------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

144B2: | | | | | | | | | |

 NewGlarus---------------|Fair |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

144C2: | | | | | | | | | |

 NewGlarus---------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

144D2: | | | | | | | | | |

 NewGlarus---------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

144E2: | | | | | | | | | |

 NewGlarus---------------|Very |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

161E: | | | | | | | | | |

 Fivepoints--------------|Very |Poor |Fair |Fair |Fair |Very |Very |Poor |Fair |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |
Dunn County, Wisconsin 287

Table 18.--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 | ____________________________________________________________________________________________________________

 | | | | | | | | | |

208A: | | | | | | | | | |

 Siouxcreek--------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

213B2: | | | | | | | | | |

 Hixton------------------|Fair |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

213C2: | | | | | | | | | |

 Hixton------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

224B: | | | | | | | | | |

 Elevasil----------------|Fair |Good |Good |Fair |Fair |Poor |Very |Fair |Fair |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

224C2: | | | | | | | | | |

 Elevasil----------------|Fair |Good |Good |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

224D2: | | | | | | | | | |

 Elevasil----------------|Poor |Fair |Good |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

224E2: | | | | | | | | | |

 Elevasil----------------|Very |Fair |Good |Fair |Fair |Very |Very |Fair |Fair |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

233C: | | | | | | | | | |

 Boone-------------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

243B2: | | | | | | | | | |

 Hixton, thin solum------|Poor |Poor |Fair |Fair |Fair |Poor |Very |Poor |Fair |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

243C2: | | | | | | | | | |

 Hixton, thin solum------|Poor |Poor |Fair |Fair |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

244B: | | | | | | | | | |

 Elkmound----------------|Poor |Poor |Fair |Poor |Poor |Poor |Very |Poor |Poor |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

244C2: | | | | | | | | | |

 Elkmound----------------|Poor |Poor |Fair |Poor |Poor |Very |Very |Poor |Poor |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

244D2: | | | | | | | | | |

 Elkmound----------------|Poor |Poor |Fair |Poor |Poor |Very |Very |Poor |Poor |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

254B2: | | | | | | | | | |

 Norden------------------|Fair |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

254C2: | | | | | | | | | |

 Norden------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

254D2: | | | | | | | | | |

 Norden------------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |
288 Soil Survey of

Table 18.--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 | ____________________________________________________________________________________________________________

 | | | | | | | | | |

254E2: | | | | | | | | | |

 Norden------------------|Very |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

254F: | | | | | | | | | |

 Norden------------------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

255B2: | | | | | | | | | |

 Urne--------------------|Fair |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

255C2: | | | | | | | | | |

 Urne--------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

255D2: | | | | | | | | | |

 Urne--------------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

255E2: | | | | | | | | | |

 Urne--------------------|Very |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

255F: | | | | | | | | | |

 Urne--------------------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

265B: | | | | | | | | | |

 Garne-------------------|Poor |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

265C: | | | | | | | | | |

 Garne-------------------|Poor |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

266B: | | | | | | | | | |

 Hiles-------------------|Fair |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

268A: | | | | | | | | | |

 Kert--------------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

269A: | | | | | | | | | |

 Veedum, undrained-------|Poor |Fair |Fair |Poor |Poor |Good |Fair |Fair |Poor |Fair

 | | | | | | | | | |

273B2: | | | | | | | | | |

 Dobie-------------------|Fair |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

 Hixton, frigid----------|Fair |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

273C2: | | | | | | | | | |

 Dobie-------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Hixton, frigid----------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |
Dunn County, Wisconsin 289

Table 18.--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 | ____________________________________________________________________________________________________________

 | | | | | | | | | |

273D2: | | | | | | | | | |

 Dobie-------------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Hixton, frigid----------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

273E2: | | | | | | | | | |

 Dobie-------------------|Very |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Hixton, frigid----------|Very |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

275B2: | | | | | | | | | |

 Hayriver----------------|Fair |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

 Elevasil, frigid--------|Fair |Good |Good |Good |Good |Poor |Very |Fair |Fair |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

275C2: | | | | | | | | | |

 Hayriver----------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Elevasil, frigid--------|Fair |Good |Good |Good |Good |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

275D2: | | | | | | | | | |

 Hayriver----------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Elevasil, frigid--------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

276B: | | | | | | | | | |

 Humbird, loamy subsoil--|Fair |Good |Good |Fair |Fair |Poor |Very |Fair |Fair |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

278A: | | | | | | | | | |

 Merrillan, loamy subsoil|Fair |Good |Good |Fair |Fair |Fair |Fair |Fair |Fair |Fair

 | | | | | | | | | |

282C: | | | | | | | | | |

 Twinmound---------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

282F: | | | | | | | | | |

 Twinmound---------------|Very |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

313D2: | | | | | | | | | |

 Plumcreek---------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

313F: | | | | | | | | | |

 Plumcreek---------------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

316B2: | | | | | | | | | |

 Ella--------------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |
290 Soil Survey of

Table 18.--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 | ____________________________________________________________________________________________________________

 | | | | | | | | | |

316C2: | | | | | | | | | |

 Ella--------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

318A: | | | | | | | | | |

 Bearpen-----------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

349A: | | | | | | | | | |

 Rib, valley train, | | | | | | | | | |

 undrained--------------|Poor |Fair |Fair |Fair |Fair |Good |Good |Fair |Fair |Good

 | | | | | | | | | |

378A: | | | | | | | | | |

 Poskin, valley train----|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

403A: | | | | | | | | | |

 Dakota------------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

413A: | | | | | | | | | |

 Rasset------------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

413B: | | | | | | | | | |

 Rasset------------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

416A: | | | | | | | | | |

 Menomin-----------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

423A: | | | | | | | | | |

 Meridian----------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

423B2: | | | | | | | | | |

 Meridian----------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

423C2: | | | | | | | | | |

 Meridian----------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

428A: | | | | | | | | | |

 Shiffer-----------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

429A: | | | | | | | | | |

 Lows, undrained---------|Poor |Fair |Fair |Fair |Fair |Good |Good |Good |Good |Good

 | | | | | | | | | |

432A: | | | | | | | | | |

 Kevilar-----------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

432B: | | | | | | | | | |

 Kevilar-----------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

432C2: | | | | | | | | | |

 Kevilar-----------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

432D2: | | | | | | | | | |

 Kevilar-----------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |
Dunn County, Wisconsin 291

Table 18.--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 | ____________________________________________________________________________________________________________

 | | | | | | | | | |

433A: | | | | | | | | | |

 Forkhorn----------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

433B: | | | | | | | | | |

 Forkhorn----------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

433C2: | | | | | | | | | |

 Forkhorn----------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

433D2: | | | | | | | | | |

 Forkhorn----------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

434B: | | | | | | | | | |

 Bilson------------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

436A: | | | | | | | | | |

 Rusktown----------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

438A: | | | | | | | | | |

 Hoopeston---------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

453A: | | | | | | | | | |

 Burkhardt---------------|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

453B: | | | | | | | | | |

 Burkhardt---------------|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

454B: | | | | | | | | | |

 Chetek, kame terrace----|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

454C2: | | | | | | | | | |

 Chetek, kame terrace----|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

454D2: | | | | | | | | | |

 Chetek, kame terrace----|Poor |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

454E: | | | | | | | | | |

 Chetek, kame terrace----|Very |Fair |Fair |Fair |Fair |Very |Very |Poor |Fair |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

468A: | | | | | | | | | |

 Oesterle, valley train--|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

501A: | | | | | | | | | |

 Finchford---------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

501B: | | | | | | | | | |

 Finchford---------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |
292 Soil Survey of

Table 18.--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 | ____________________________________________________________________________________________________________

 | | | | | | | | | |

502B2: | | | | | | | | | |

 Chelsea-----------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

502C2: | | | | | | | | | |

 Chelsea-----------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

506A: | | | | | | | | | |

 Komro-------------------|Poor |Fair |Good |Fair |Fair |Poor |Very |Fair |Fair |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

508A: | | | | | | | | | |

 Farrington--------------|Poor |Fair |Good |Fair |Fair |Fair |Fair |Fair |Fair |Fair

 | | | | | | | | | |

510B: | | | | | | | | | |

 Boplain-----------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

510C: | | | | | | | | | |

 Boplain-----------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

511A: | | | | | | | | | |

 Plainfield--------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

511B: | | | | | | | | | |

 Plainfield--------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

511C: | | | | | | | | | |

 Plainfield--------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

511F: | | | | | | | | | |

 Plainfield--------------|Very |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

512B: | | | | | | | | | |

 Drammen-----------------|Poor |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

512C: | | | | | | | | | |

 Drammen-----------------|Poor |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

512D: | | | | | | | | | |

 Drammen-----------------|Poor |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

516A: | | | | | | | | | |

 Aldo--------------------|Poor |Poor |Fair |Poor |Fair |Poor |Poor |Poor |Fair |Poor

 | | | | | | | | | |

546A: | | | | | | | | | |

 Prissel-----------------|Poor |Fair |Good |Fair |Fair |Poor |Poor |Fair |Fair |Poor

 | | | | | | | | | |

546B: | | | | | | | | | |

 Prissel-----------------|Poor |Fair |Good |Fair |Fair |Poor |Very |Fair |Fair |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |
Dunn County, Wisconsin 293

Table 18.--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 | ____________________________________________________________________________________________________________

 | | | | | | | | | |

546C: | | | | | | | | | |

 Prissel-----------------|Poor |Fair |Good |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

546F: | | | | | | | | | |

 Prissel-----------------|Very |Poor |Good |Fair |Fair |Very |Very |Poor |Poor |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

555A: | | | | | | | | | |

 Fordum, frequently | | | | | | | | | |

 flooded----------------|Poor |Fair |Fair |Fair |Fair |Good |Good |Fair |Fair |Good

 | | | | | | | | | |

561B: | | | | | | | | | |

 Tarr--------------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

566A: | | | | | | | | | |

 Tint--------------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

573B: | | | | | | | | | |

 Plainbo, sand sheet-----|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

573C: | | | | | | | | | |

 Plainbo, sand sheet-----|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

588A: | | | | | | | | | |

 Meehan, valley train----|Poor |Fair |Good |Fair |Fair |Fair |Fair |Fair |Fair |Fair

 | | | | | | | | | |

589A: | | | | | | | | | |

 Newson, undrained-------|Poor |Fair |Fair |Fair |Fair |Fair |Good |Fair |Fair |Fair

 | | | | | | | | | |

601C: | | | | | | | | | |

 Beavercreek-------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

616B: | | | | | | | | | |

 Chaseburg---------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

619A: | | | | | | | | | |

 Vancecreek, undrained---|Poor |Fair |Fair |Fair |Fair |Good |Good |Fair |Fair |Good

 | | | | | | | | | |

626A: | | | | | | | | | |

 Arenzville--------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

628A: | | | | | | | | | |

 Orion-------------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

629A: | | | | | | | | | |

 Ettrick, undrained------|Poor |Fair |Fair |Fair |Fair |Good |Good |Fair |Fair |Good

 | | | | | | | | | |

636A: | | | | | | | | | |

 Quarderer---------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

646A: | | | | | | | | | |

 Dunnbot-----------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

656A: | | | | | | | | | |

 Scotah------------------|Poor |Fair |Good |Fair |Fair |Poor |Poor |Fair |Fair |Poor

 | | | | | | | | | |
294 Soil Survey of

Table 18.--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 | ____________________________________________________________________________________________________________

 | | | | | | | | | |

766A: | | | | | | | | | |

 Moppet, occasionally | | | | | | | | | |

 flooded----------------|Fair |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

804B2: | | | | | | | | | |

 Arland, dissected-------|Fair |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

804C2: | | | | | | | | | |

 Arland, dissected-------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

804D: | | | | | | | | | |

 Arland, dissected-------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

814D2: | | | | | | | | | |

 Renova, dissected-------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

816B2: | | | | | | | | | |

 Vlasaty, dissected------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

816C2: | | | | | | | | | |

 Vlasaty, dissected------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

826B2: | | | | | | | | | |

 Hersey------------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

826C2: | | | | | | | | | |

 Hersey------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

828B: | | | | | | | | | |

 Vasa--------------------|Fair |Good |Good |Good |Good |Poor |Very |Good |Good |Poor

 | | | | | | | poor | | |

 | | | | | | | | | |

836B2: | | | | | | | | | |

 Spencer, dissected------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

836C2: | | | | | | | | | |

 Spencer, dissected------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

838B: | | | | | | | | | |

 Almena, dissected-------|Fair |Good |Good |Good |Good |Poor |Very |Good |Good |Poor

 | | | | | | | poor | | |

 | | | | | | | | | |

870B2: | | | | | | | | | |

 Santiago, dissected-----|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

870C2: | | | | | | | | | |

 Santiago, dissected-----|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

875B: | | | | | | | | | |

 Amery, dissected--------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |
Dunn County, Wisconsin 295

Table 18.--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 | ____________________________________________________________________________________________________________

 | | | | | | | | | |

875C2: | | | | | | | | | |

 Amery, dissected--------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

875D: | | | | | | | | | |

 Amery, dissected--------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

1125F: | | | | | | | | | |

 Dorerton----------------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Elbaville---------------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

1145F: | | | | | | | | | |

 Gaphill-----------------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Rockbluff---------------|Very |Poor |Fair |Poor |Fair |Very |Very |Very |Fair |Very

 | poor | | | | | poor | poor | poor | | poor

 | | | | | | | | | |

1224F: | | | | | | | | | |

 Boone-------------------|Very |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Elevasil----------------|Very |Poor |Good |Fair |Fair |Very |Very |Poor |Fair |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

1233F: | | | | | | | | | |

 Boone-------------------|Very |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Tarr--------------------|Very |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

1275F: | | | | | | | | | |

 Hayriver----------------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Twinmound---------------|Very |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

1648A: | | | | | | | | | |

 Northbend---------------|Poor |Fair |Fair |Good |Good |Fair |Fair |Fair |Good |Fair

 | | | | | | | | | |

 Ettrick, flood plain, | | | | | | | | | |

 undrained--------------|Poor |Fair |Fair |Fair |Fair |Good |Good |Fair |Fair |Good

 | | | | | | | | | |

1658A: | | | | | | | | | |

 Algansee----------------|Poor |Fair |Fair |Fair |Fair |Fair |Fair |Fair |Fair |Fair

 | | | | | | | | | |

 Kalmarville, undrained--|Poor |Fair |Fair |Fair |Fair |Good |Good |Fair |Fair |Good

 | | | | | | | | | |

2002. | | | | | | | | | |

 Udorthents, earthen dams| | | | | | | | | |

 | | | | | | | | | |

2003A. | | | | | | | | | |

 Riverwash | | | | | | | | | |

 | | | | | | | | | |

2013. | | | | | | | | | |

 Pits, gravel | | | | | | | | | |

 | | | | | | | | | |
296 Soil Survey of

Table 18.--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 | ____________________________________________________________________________________________________________

 | | | | | | | | | |

2014. | | | | | | | | | |

 Pits, quarry, hard | | | | | | | | | |

 bedrock | | | | | | | | | |

 | | | | | | | | | |

2016. | | | | | | | | | |

 Pits, quarry, soft | | | | | | | | | |

 bedrock | | | | | | | | | |

 | | | | | | | | | |

2030: | | | | | | | | | |

 Udorthents, cut or fill.| | | | | | | | | |

 | | | | | | | | | |

 Udipsamments, cut or | | | | | | | | | |

 fill. | | | | | | | | | |

 | | | | | | | | | |

2050. | | | | | | | | | |

 Landfill | | | | | | | | | |

 | | | | | | | | | |

M-W. | | | | | | | | | |

 Miscellaneous water | | | | | | | | | |

 | | | | | | | | | |

W. | | | | | | | | | |

 Water | | | | | | | | | |

 | | | | | | | | | | ____________________________________________________________________________________________________________
Dunn County, Wisconsin 297

Table 19a.--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 | ___________________________________________________________________________________________________

 | | | | | |

11A: | | | | | |

 Markey, flood plain,| | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | | | Content of |1.00

 | organic matter | | | | organic matter |

 | | | | | |

20A: | | | | | |

 Palms, undrained----|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | 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

 | organic matter | | | | organic matter |

 | | | | | |

 Houghton, undrained |Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | 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 |

 | | | | | |

40A: | | | | | |

 Markey, undrained---|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | 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

 | organic matter | | | | organic matter |

 | | | | | |

 Seelyeville, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | 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 |

 | | | | | |

45A: | | | | | |

 Seelyeville, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | 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 |

 | | | | | |
298 Soil Survey of

Table 19a.--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 | ___________________________________________________________________________________________________

 | | | | | |

45A: | | | | | |

 Cathro, undrained---|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | 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 |

 | | | | | |

101B: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

101C: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

101E: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

115B2: | | | | | |

 Seaton--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | |

115C2: | | | | | |

 Seaton--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Slope |1.00

 | Slope |0.04 | Slope |0.04 | Shrink-swell |0.50

 | | | | | |

115D2: | | | | | |

 Seaton--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | |

115E2: | | | | | |

 Seaton--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | |

116C2: | | | | | |

 Churchtown----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Shrink-swell |0.50 | Slope |0.04 | Slope |1.00

 | Slope |0.04 | | | Shrink-swell |0.50

 | | | | | |

116D2: | | | | | |

 Churchtown----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | | | Shrink-swell |0.50

 | | | | | |

116E2: | | | | | |

 Churchtown----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | | | Shrink-swell |0.50

 | | | | | |

125B2: | | | | | |

 Pepin---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | |
Dunn County, Wisconsin 299

Table 19a.--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 | ___________________________________________________________________________________________________

 | | | | | |

125C2: | | | | | |

 Pepin---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Slope |1.00

 | Slope |0.04 | Slope |0.04 | Shrink-swell |0.50

 | | | | | |

125D2: | | | | | |

 Pepin---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | |

125E2: | | | | | |

 Pepin---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | |

135C2: | | | | | |

 Wickware------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Shrink-swell |0.50 | Slope |0.04 | Slope |1.00

 | Slope |0.04 | | | Shrink-swell |0.50

 | | | | | |

135D2: | | | | | |

 Wickware------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | | | Shrink-swell |0.50

 | | | | | |

135E2: | | | | | |

 Wickware------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | | | Shrink-swell |0.50

 | | | | | |

136B: | | | | | |

 Doritty-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Shrink-swell |0.50 | Depth to |0.61 | Shrink-swell |0.50

 | | | saturated zone | | |

 | | | Shrink-swell |0.50 | |

 | | | | | |

136C2: | | | | | |

 Doritty-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Shrink-swell |0.50 | Depth to |0.61 | Slope |1.00

 | Slope |0.04 | saturated zone | | Shrink-swell |0.50

 | | | Shrink-swell |0.50 | |

 | | | Slope |0.04 | |

 | | | | | |

144B2: | | | | | |

 NewGlarus-----------|Very limited | |Very limited | |Very limited |

 | Shrink-swell |1.00 | Shrink-swell |1.00 | Shrink-swell |1.00

 | | | Depth to hard |0.42 | |

 | | | bedrock | | |

 | | | | | |

144C2: | | | | | |

 NewGlarus-----------|Very limited | |Very limited | |Very limited |

 | Shrink-swell |1.00 | Shrink-swell |1.00 | Shrink-swell |1.00

 | Slope |0.04 | Depth to hard |0.42 | Slope |1.00

 | | | bedrock | | |

 | | | Slope |0.04 | |

 | | | | | |

144D2: | | | | | |

 NewGlarus-----------|Very limited | |Very limited | |Very limited |

 | Shrink-swell |1.00 | Shrink-swell |1.00 | Slope |1.00

 | Slope |1.00 | Slope |1.00 | Shrink-swell |1.00

 | | | Depth to hard |0.42 | |

 | | | bedrock | | |

 | | | | | |
300 Soil Survey of

Table 19a.--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 | ___________________________________________________________________________________________________

 | | | | | |

144E2: | | | | | |

 NewGlarus-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |1.00 | Shrink-swell |1.00 | Shrink-swell |1.00

 | | | Depth to hard |0.42 | |

 | | | bedrock | | |

 | | | | | |

161E: | | | | | |

 Fivepoints----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to hard |0.46 | Depth to hard |1.00 | Depth to hard |0.46

 | bedrock | | bedrock | | bedrock |

 | | | | | |

208A: | | | | | |

 Siouxcreek----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |1.00 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

213B2: | | | | | |

 Hixton--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

213C2: | | | | | |

 Hixton--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Slope |1.00

 | Slope |0.04 | Depth to soft |0.42 | Shrink-swell |0.50

 | | | bedrock | | |

 | | | Slope |0.04 | |

 | | | | | |

224B: | | | | | |

 Elevasil------------|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

224C2: | | | | | |

 Elevasil------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Depth to soft |0.42 | Slope |1.00

 | | | bedrock | | |

 | | | Slope |0.04 | |

 | | | | | |

224D2: | | | | | |

 Elevasil------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

224E2: | | | | | |

 Elevasil------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

233C: | | | | | |

 Boone---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Depth to soft |0.42 | Slope |1.00

 | | | bedrock | | |

 | | | Slope |0.37 | |

 | | | | | |
Dunn County, Wisconsin 301

Table 19a.--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 | ___________________________________________________________________________________________________

 | | | | | |

243B2: | | | | | |

 Hixton, thin solum--|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to soft |0.99 | |

 | | | bedrock | | |

 | | | | | |

243C2: | | | | | |

 Hixton, thin solum--|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Depth to soft |0.99 | Slope |1.00

 | | | bedrock | | |

 | | | Slope |0.04 | |

 | | | | | |

244B: | | | | | |

 Elkmound------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to soft |1.00 | Depth to soft |1.00 | Depth to soft |1.00

 | bedrock | | bedrock | | bedrock |

 | | | | | |

244C2: | | | | | |

 Elkmound------------|Somewhat limited | |Very limited | |Very limited |

 | Depth to soft |1.00 | Depth to soft |1.00 | Depth to soft |1.00

 | bedrock | | bedrock | | bedrock |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

244D2: | | | | | |

 Elkmound------------|Very limited | |Very limited | |Very limited |

 | Depth to hard |1.00 | Depth to hard |1.00 | Slope |1.00

 | bedrock | | bedrock | | Depth to hard |1.00

 | Slope |1.00 | Slope |1.00 | bedrock |

 | | | | | |

254B2: | | | | | |

 Norden--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

254C2: | | | | | |

 Norden--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Slope |1.00

 | Slope |0.04 | Depth to soft |0.42 | Shrink-swell |0.50

 | | | bedrock | | |

 | | | Slope |0.04 | |

 | | | | | |

254D2: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

254E2: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

254F: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |
302 Soil Survey of

Table 19a.--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 | ___________________________________________________________________________________________________

 | | | | | |

255B2: | | | | | |

 Urne----------------|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

255C2: | | | | | |

 Urne----------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Depth to soft |0.42 | Slope |1.00

 | | | bedrock | | |

 | | | Slope |0.04 | |

 | | | | | |

255D2: | | | | | |

 Urne----------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

255E2: | | | | | |

 Urne----------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

255F: | | | | | |

 Urne----------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

265B: | | | | | |

 Garne---------------|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

265C: | | | | | |

 Garne---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Depth to soft |0.42 | Slope |1.00

 | | | bedrock | | |

 | | | Slope |0.04 | |

 | | | | | |

266B: | | | | | |

 Hiles---------------|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 | | Shrink-swell |0.50 | saturated zone |

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

268A: | | | | | |

 Kert----------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |1.00 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |
Dunn County, Wisconsin 303

Table 19a.--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 | ___________________________________________________________________________________________________

 | | | | | |

269A: | | | | | |

 Veedum, undrained---|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | 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

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

273B2: | | | | | |

 Dobie---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

 Hixton, frigid------|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

273C2: | | | | | |

 Dobie---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Slope |1.00

 | Slope |0.04 | Depth to soft |0.42 | Shrink-swell |0.50

 | | | bedrock | | |

 | | | Slope |0.04 | |

 | | | | | |

 Hixton, frigid------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Depth to soft |0.42 | Slope |1.00

 | | | bedrock | | |

 | | | Slope |0.04 | |

 | | | | | |

273D2: | | | | | |

 Dobie---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

 Hixton, frigid------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

273E2: | | | | | |

 Dobie---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

 Hixton, frigid------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

275B2: | | | | | |

 Hayriver------------|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |
304 Soil Survey of

Table 19a.--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 | ___________________________________________________________________________________________________

 | | | | | |

275B2: | | | | | |

 Elevasil, frigid----|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

275C2: | | | | | |

 Hayriver------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Depth to soft |0.42 | Slope |1.00

 | | | bedrock | | |

 | | | Slope |0.04 | |

 | | | | | |

 Elevasil, frigid----|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Depth to soft |0.42 | Slope |1.00

 | | | bedrock | | |

 | | | Slope |0.04 | |

 | | | | | |

275D2: | | | | | |

 Hayriver------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

 Elevasil, frigid----|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

276B: | | | | | |

 Humbird, loamy | | | | | |

 subsoil------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Shrink-swell |0.44 | Depth to |1.00 | Shrink-swell |0.44

 | Depth to |0.39 | saturated zone | | Depth to |0.39

 | saturated zone | | Depth to soft |0.46 | saturated zone |

 | | | bedrock | | |

 | | | Shrink-swell |0.44 | |

 | | | | | |

278A: | | | | | |

 Merrillan, loamy | | | | | |

 subsoil------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |1.00 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

282C: | | | | | |

 Twinmound-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Depth to soft |0.42 | Slope |1.00

 | | | bedrock | | |

 | | | Slope |0.37 | |

 | | | | | |

282F: | | | | | |

 Twinmound-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

313D2: | | | | | |

 Plumcreek-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | |
Dunn County, Wisconsin 305

Table 19a.--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 | ___________________________________________________________________________________________________

 | | | | | |

313F: | | | | | |

 Plumcreek-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | |

316B2: | | | | | |

 Ella----------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Shrink-swell |0.50 | Depth to |0.61 | Shrink-swell |0.50

 | | | saturated zone | | |

 | | | Shrink-swell |0.50 | |

 | | | | | |

316C2: | | | | | |

 Ella----------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Shrink-swell |0.50 | Depth to |0.61 | Slope |1.00

 | Slope |0.04 | saturated zone | | Shrink-swell |0.50

 | | | Shrink-swell |0.50 | |

 | | | Slope |0.04 | |

 | | | | | |

318A: | | | | | |

 Bearpen-------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |0.98 | Depth to |1.00 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | |

349A: | | | | | |

 Rib, valley train, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | 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

 | | | | | |

378A: | | | | | |

 Poskin, valley train|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |1.00 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | Shrink-swell |0.50 | | | Shrink-swell |0.50

 | | | | | |

403A: | | | | | |

 Dakota--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | |

413A: | | | | | |

 Rasset--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

413B: | | | | | |

 Rasset--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

416A: | | | | | |

 Menomin-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Shrink-swell |0.50 | Depth to |0.61 | Shrink-swell |0.50

 | | | saturated zone | | |

 | | | | | |

423A: | | | | | |

 Meridian------------|Somewhat limited | |Not limited | |Somewhat limited |

 | Shrink-swell |0.50 | | | Shrink-swell |0.50

 | | | | | |

423B2: | | | | | |

 Meridian------------|Somewhat limited | |Not limited | |Somewhat limited |

 | Shrink-swell |0.50 | | | Shrink-swell |0.50

 | | | | | |
306 Soil Survey of

Table 19a.--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 | ___________________________________________________________________________________________________

 | | | | | |

423C2: | | | | | |

 Meridian------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Shrink-swell |0.50 | Slope |0.04 | Slope |1.00

 | Slope |0.04 | | | Shrink-swell |0.50

 | | | | | |

428A: | | | | | |

 Shiffer-------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |0.98 | Depth to |1.00 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | Shrink-swell |0.50 | | | Shrink-swell |0.50

 | | | | | |

429A: | | | | | |

 Lows, undrained-----|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Shrink-swell |0.50 | | | Shrink-swell |0.50

 | | | | | |

432A: | | | | | |

 Kevilar-------------|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | | | |

432B: | | | | | |

 Kevilar-------------|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | | | |

432C2: | | | | | |

 Kevilar-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Depth to |0.61 | Slope |1.00

 | | | saturated zone | | |

 | | | Slope |0.04 | |

 | | | | | |

432D2: | | | | | |

 Kevilar-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | | | |

433A: | | | | | |

 Forkhorn------------|Not limited | |Not limited | |Not limited |

 | | | | | |

433B: | | | | | |

 Forkhorn------------|Not limited | |Not limited | |Not limited |

 | | | | | |

433C2: | | | | | |

 Forkhorn------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

433D2: | | | | | |

 Forkhorn------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

434B: | | | | | |

 Bilson--------------|Not limited | |Not limited | |Not limited |

 | | | | | |
Dunn County, Wisconsin 307

Table 19a.--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 | ___________________________________________________________________________________________________

 | | | | | |

436A: | | | | | |

 Rusktown------------|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | | | |

438A: | | | | | |

 Hoopeston-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |1.00 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

453A: | | | | | |

 Burkhardt-----------|Not limited | |Not limited | |Not limited |

 | | | | | |

453B: | | | | | |

 Burkhardt-----------|Not limited | |Not limited | |Not limited |

 | | | | | |

454B: | | | | | |

 Chetek, kame terrace|Not limited | |Not limited | |Not limited |

 | | | | | |

454C2: | | | | | |

 Chetek, kame terrace|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

454D2: | | | | | |

 Chetek, kame terrace|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

454E: | | | | | |

 Chetek, kame terrace|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

468A: | | | | | |

 Oesterle, valley | | | | | |

 train--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |1.00 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

501A: | | | | | |

 Finchford-----------|Not limited | |Not limited | |Not limited |

 | | | | | |

501B: | | | | | |

 Finchford-----------|Not limited | |Not limited | |Not limited |

 | | | | | |

502B2: | | | | | |

 Chelsea-------------|Not limited | |Not limited | |Not limited |

 | | | | | |

502C2: | | | | | |

 Chelsea-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

506A: | | | | | |

 Komro---------------|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | | | |

508A: | | | | | |

 Farrington----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |1.00 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |
308 Soil Survey of

Table 19a.--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 | ___________________________________________________________________________________________________

 | | | | | |

510B: | | | | | |

 Boplain-------------|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

510C: | | | | | |

 Boplain-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Depth to soft |0.42 | Slope |1.00

 | | | bedrock | | |

 | | | Slope |0.37 | |

 | | | | | |

511A: | | | | | |

 Plainfield----------|Not limited | |Not limited | |Not limited |

 | | | | | |

511B: | | | | | |

 Plainfield----------|Not limited | |Not limited | |Not limited |

 | | | | | |

511C: | | | | | |

 Plainfield----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

511F: | | | | | |

 Plainfield----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

512B: | | | | | |

 Drammen-------------|Not limited | |Not limited | |Not limited |

 | | | | | |

512C: | | | | | |

 Drammen-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

512D: | | | | | |

 Drammen-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

516A: | | | | | |

 Aldo----------------|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | | | |

546A: | | | | | |

 Prissel-------------|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to |0.95 | |

 | | | saturated zone | | |

 | | | | | |

546B: | | | | | |

 Prissel-------------|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to |0.95 | |

 | | | saturated zone | | |

 | | | | | |

546C: | | | | | |

 Prissel-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Depth to |0.95 | Slope |1.00

 | | | saturated zone | | |

 | | | Slope |0.37 | |

 | | | | | |

546F: | | | | | |

 Prissel-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Depth to |0.95 | |

 | | | saturated zone | | |

 | | | | | |
Dunn County, Wisconsin 309

Table 19a.--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 | ___________________________________________________________________________________________________

 | | | | | |

555A: | | | | | |

 Fordum, frequently | | | | | |

 flooded------------|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

 | | | | | |

561B: | | | | | |

 Tarr----------------|Not limited | |Not limited | |Not limited |

 | | | | | |

566A: | | | | | |

 Tint----------------|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | | | |

573B: | | | | | |

 Plainbo, sand sheet |Not limited | |Somewhat limited | |Not limited |

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

573C: | | | | | |

 Plainbo, sand sheet |Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Depth to soft |0.42 | Slope |1.00

 | | | bedrock | | |

 | | | Slope |0.37 | |

 | | | | | |

588A: | | | | | |

 Meehan, valley train|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |1.00 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

589A: | | | | | |

 Newson, undrained---|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

601C: | | | | | |

 Beavercreek---------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Content of large |0.35 | Content of large |0.35 | Slope |1.00

 | stones | | stones | | Content of large |0.35

 | | | | | stones |

 | | | | | |

616B: | | | | | |

 Chaseburg-----------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | | | |

619A: | | | | | |

 Vancecreek, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

626A: | | | | | |

 Arenzville----------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | | | |
310 Soil Survey of

Table 19a.--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 | ___________________________________________________________________________________________________

 | | | | | |

628A: | | | | | |

 Orion---------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |0.98 | Depth to |1.00 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

629A: | | | | | |

 Ettrick, undrained--|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Shrink-swell |0.50 | | | Shrink-swell |0.50

 | | | | | |

636A: | | | | | |

 Quarderer-----------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | | | |

646A: | | | | | |

 Dunnbot-------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | | | |

656A: | | | | | |

 Scotah--------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | | | |

766A: | | | | | |

 Moppet, occasionally| | | | | |

 flooded------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

804B2: | | | | | |

 Arland, dissected---|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

804C2: | | | | | |

 Arland, dissected---|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Depth to soft |0.42 | Slope |1.00

 | | | bedrock | | |

 | | | Slope |0.04 | |

 | | | | | |

804D: | | | | | |

 Arland, dissected---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

814D2: | | | | | |

 Renova, dissected---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | |
Dunn County, Wisconsin 311

Table 19a.--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 | ___________________________________________________________________________________________________

 | | | | | |

816B2: | | | | | |

 Vlasaty, dissected--|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 | | Shrink-swell |0.50 | saturated zone |

 | | | | | |

816C2: | | | | | |

 Vlasaty, dissected--|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 | | Shrink-swell |0.50 | Depth to |0.39

 | Slope |0.04 | Slope |0.04 | saturated zone |

 | | | | | |

826B2: | | | | | |

 Hersey--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Shrink-swell |0.50 | Depth to |0.95 | Shrink-swell |0.50

 | | | saturated zone | | |

 | | | Shrink-swell |0.50 | |

 | | | | | |

826C2: | | | | | |

 Hersey--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Shrink-swell |0.50 | Depth to |0.95 | Slope |1.00

 | Slope |0.04 | saturated zone | | Shrink-swell |0.50

 | | | Shrink-swell |0.50 | |

 | | | Slope |0.04 | |

 | | | | | |

828B: | | | | | |

 Vasa----------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |0.98 | Depth to |1.00 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | |

836B2: | | | | | |

 Spencer, dissected--|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Shrink-swell |0.50 | Depth to |0.95 | Shrink-swell |0.50

 | | | saturated zone | | |

 | | | | | |

836C2: | | | | | |

 Spencer, dissected--|Somewhat limited | |Somewhat limited | |Very limited |

 | Shrink-swell |0.50 | Depth to |0.95 | Slope |1.00

 | Slope |0.04 | saturated zone | | Shrink-swell |0.50

 | | | Slope |0.04 | |

 | | | | | |

838B: | | | | | |

 Almena, dissected---|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |0.98 | Depth to |1.00 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | |

870B2: | | | | | |

 Santiago, dissected |Not limited | |Not limited | |Not limited |

 | | | | | |

870C2: | | | | | |

 Santiago, dissected |Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

875B: | | | | | |

 Amery, dissected----|Not limited | |Not limited | |Not limited |

 | | | | | |
312 Soil Survey of

Table 19a.--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 | ___________________________________________________________________________________________________

 | | | | | |

875C2: | | | | | |

 Amery, dissected----|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

875D: | | | | | |

 Amery, dissected----|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

1125F: | | | | | |

 Dorerton------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | Content of large |0.03 | Shrink-swell |0.50

 | Content of large |0.03 | stones | | Content of large |0.03

 | stones | | Depth to hard |0.01 | stones |

 | | | bedrock | | |

 | | | | | |

 Elbaville-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | | | Shrink-swell |0.50

 | | | | | |

1145F: | | | | | |

 Gaphill-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Rockbluff-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

1224F: | | | | | |

 Boone---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

 Elevasil------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

1233F: | | | | | |

 Boone---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

 Tarr----------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

1275F: | | | | | |

 Hayriver------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

 Twinmound-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |
Dunn County, Wisconsin 313

Table 19a.--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 | ___________________________________________________________________________________________________

 | | | | | |

1648A: | | | | | |

 Northbend-----------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |0.98 | Depth to |1.00 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Ettrick, flood | | | | | |

 plain, undrained---|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Shrink-swell |0.50 | | | Shrink-swell |0.50

 | | | | | |

1658A: | | | | | |

 Algansee------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |0.98 | Depth to |1.00 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Kalmarville, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

2002: | | | | | |

 Udorthents, earthen | | | | | |

 dams---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2003A: | | | | | |

 Riverwash-----------|Not rated | |Not rated | |Not rated |

 | | | | | |

2013: | | | | | |

 Pits, gravel--------|Not rated | |Not rated | |Not rated |

 | | | | | |

2014: | | | | | |

 Pits, quarry, hard | | | | | |

 bedrock------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2016: | | | | | |

 Pits, quarry, soft | | | | | |

 bedrock------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2030: | | | | | |

 Udorthents, cut or | | | | | |

 fill---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Udipsamments, cut or| | | | | |

 fill---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2050: | | | | | |

 Landfill------------|Not rated | |Not rated | |Not rated |

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |
314 Soil Survey of

Table 19a.--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 | ___________________________________________________________________________________________________

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
Dunn County, Wisconsin 315

Table 19b.--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 | ___________________________________________________________________________________________________

 | | | | | |

11A: | | | | | |

 Markey, flood plain,| | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Content of |1.00

 | Subsidence |1.00 | Cutbanks cave |1.00 | organic matter |

 | Frost action |1.00 | Content of |1.00 | Depth to |1.00

 | Flooding |1.00 | organic matter | | saturated zone |

 | | | Flooding |0.80 | |

 | | | | | |

20A: | | | | | |

 Palms, undrained----|Not rated | |Very limited | |Very limited |

 | | | Ponding |1.00 | Ponding |1.00

 | | | Depth to |1.00 | Content of |1.00

 | | | saturated zone | | organic matter |

 | | | Content of |1.00 | Depth to |1.00

 | | | organic matter | | saturated zone |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 Houghton, undrained |Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Subsidence |1.00 | Content of |1.00 | Depth to |1.00

 | Frost action |1.00 | organic matter | | saturated zone |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

40A: | | | | | |

 Markey, undrained---|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Subsidence |1.00 | Cutbanks cave |1.00 | Depth to |1.00

 | Frost action |1.00 | Content of |1.00 | saturated zone |

 | | | organic matter | | |

 | | | | | |

 Seelyeville, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Subsidence |1.00 | Content of |1.00 | Depth to |1.00

 | Frost action |1.00 | organic matter | | saturated zone |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

45A: | | | | | |

 Seelyeville, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Subsidence |1.00 | Content of |1.00 | Depth to |1.00

 | Frost action |1.00 | organic matter | | saturated zone |

 | | | Cutbanks cave |0.10 | |

 | | | | | |
316 Soil Survey of

Table 19b.--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 | ___________________________________________________________________________________________________

 | | | | | |

45A: | | | | | |

 Cathro, undrained---|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Content of |1.00

 | saturated zone | | saturated zone | | organic matter |

 | Subsidence |1.00 | Content of |1.00 | Depth to |1.00

 | Frost action |1.00 | organic matter | | saturated zone |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

101B: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.51

 | | | | | Too sandy |0.50

 | | | | | |

101C: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.04 | Cutbanks cave |1.00 | Droughty |0.51

 | | | Slope |0.04 | Too sandy |0.50

 | | | | | Slope |0.04

 | | | | | |

101E: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | | | Slope |1.00 | Droughty |0.08

 | | | | | |

115B2: | | | | | |

 Seaton--------------|Very limited | |Somewhat limited | |Not limited |

 | Frost action |1.00 | Cutbanks cave |0.50 | |

 | Low strength |1.00 | | | |

 | Shrink-swell |0.50 | | | |

 | | | | | |

115C2: | | | | | |

 Seaton--------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Frost action |1.00 | Cutbanks cave |0.50 | Slope |0.04

 | Low strength |1.00 | Slope |0.04 | |

 | Shrink-swell |0.50 | | | |

 | Slope |0.04 | | | |

 | | | | | |

115D2: | | | | | |

 Seaton--------------|Very limited | |Very limited | |Very limited |

 | Frost action |1.00 | Slope |1.00 | Slope |1.00

 | Slope |1.00 | Cutbanks cave |0.50 | |

 | Low strength |1.00 | | | |

 | Shrink-swell |0.50 | | | |

 | | | | | |

115E2: | | | | | |

 Seaton--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |1.00 | Cutbanks cave |0.50 | |

 | Low strength |1.00 | | | |

 | Shrink-swell |0.50 | | | |

 | | | | | |

116C2: | | | | | |

 Churchtown----------|Very limited | |Somewhat limited | |Somewhat limited |

 | Frost action |1.00 | Cutbanks cave |0.10 | Slope |0.04

 | Shrink-swell |0.50 | Slope |0.04 | Content of large |0.03

 | Slope |0.04 | | | stones |

 | | | | | |
Dunn County, Wisconsin 317

Table 19b.--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 | ___________________________________________________________________________________________________

 | | | | | |

116D2: | | | | | |

 Churchtown----------|Very limited | |Very limited | |Very limited |

 | Frost action |1.00 | Slope |1.00 | Slope |1.00

 | Slope |1.00 | Cutbanks cave |0.10 | Content of large |0.03

 | Shrink-swell |0.50 | | | stones |

 | | | | | |

116E2: | | | | | |

 Churchtown----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |1.00 | Cutbanks cave |0.10 | Content of large |0.03

 | Shrink-swell |0.50 | | | stones |

 | | | | | |

125B2: | | | | | |

 Pepin---------------|Very limited | |Somewhat limited | |Not limited |

 | Frost action |1.00 | Too clayey |0.88 | |

 | Low strength |1.00 | Cutbanks cave |0.10 | |

 | Shrink-swell |0.50 | | | |

 | | | | | |

125C2: | | | | | |

 Pepin---------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Frost action |1.00 | Too clayey |0.88 | Slope |0.04

 | Low strength |1.00 | Cutbanks cave |0.10 | |

 | Shrink-swell |0.50 | Slope |0.04 | |

 | Slope |0.04 | | | |

 | | | | | |

125D2: | | | | | |

 Pepin---------------|Very limited | |Very limited | |Very limited |

 | Frost action |1.00 | Slope |1.00 | Slope |1.00

 | Slope |1.00 | Too clayey |0.88 | |

 | Low strength |1.00 | Cutbanks cave |0.10 | |

 | Shrink-swell |0.50 | | | |

 | | | | | |

125E2: | | | | | |

 Pepin---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |1.00 | Too clayey |0.88 | |

 | Low strength |1.00 | Cutbanks cave |0.10 | |

 | Shrink-swell |0.50 | | | |

 | | | | | |

135C2: | | | | | |

 Wickware------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Frost action |1.00 | Cutbanks cave |0.10 | Slope |0.04

 | Low strength |1.00 | Slope |0.04 | |

 | Shrink-swell |0.50 | | | |

 | Slope |0.04 | | | |

 | | | | | |

135D2: | | | | | |

 Wickware------------|Very limited | |Very limited | |Very limited |

 | Frost action |1.00 | Slope |1.00 | Slope |1.00

 | Slope |1.00 | Cutbanks cave |0.10 | |

 | Low strength |1.00 | | | |

 | Shrink-swell |0.50 | | | |

 | | | | | |

135E2: | | | | | |

 Wickware------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |1.00 | Cutbanks cave |0.10 | |

 | Low strength |1.00 | | | |

 | Shrink-swell |0.50 | | | |

 | | | | | |
318 Soil Survey of

Table 19b.--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 | ___________________________________________________________________________________________________

 | | | | | |

136B: | | | | | |

 Doritty-------------|Very limited | |Very limited | |Not limited |

 | Frost action |1.00 | Cutbanks cave |1.00 | |

 | Low strength |1.00 | Depth to |0.61 | |

 | Shrink-swell |0.50 | saturated zone | | |

 | | | | | |

136C2: | | | | | |

 Doritty-------------|Very limited | |Very limited | |Somewhat limited |

 | Frost action |1.00 | Cutbanks cave |1.00 | Slope |0.04

 | Low strength |1.00 | Depth to |0.61 | |

 | Shrink-swell |0.50 | saturated zone | | |

 | Slope |0.04 | Slope |0.04 | |

 | | | | | |

144B2: | | | | | |

 NewGlarus-----------|Very limited | |Somewhat limited | |Not limited |

 | Shrink-swell |1.00 | Too clayey |0.88 | |

 | Low strength |1.00 | Depth to hard |0.42 | |

 | Frost action |0.50 | bedrock | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

144C2: | | | | | |

 NewGlarus-----------|Very limited | |Somewhat limited | |Somewhat limited |

 | Shrink-swell |1.00 | Too clayey |0.88 | Slope |0.04

 | Low strength |1.00 | Depth to hard |0.42 | |

 | Frost action |0.50 | bedrock | | |

 | Slope |0.04 | Cutbanks cave |0.10 | |

 | | | Slope |0.04 | |

 | | | | | |

144D2: | | | | | |

 NewGlarus-----------|Very limited | |Very limited | |Very limited |

 | Shrink-swell |1.00 | Slope |1.00 | Slope |1.00

 | Slope |1.00 | Too clayey |0.88 | |

 | Low strength |1.00 | Depth to hard |0.42 | |

 | Frost action |0.50 | bedrock | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

144E2: | | | | | |

 NewGlarus-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |1.00 | Too clayey |0.88 | |

 | Low strength |1.00 | Depth to hard |0.42 | |

 | Frost action |0.50 | bedrock | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

161E: | | | | | |

 Fivepoints----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Depth to hard |1.00 | Slope |1.00

 | Frost action |0.50 | bedrock | | Depth to bedrock |0.46

 | Depth to hard |0.46 | Slope |1.00 | |

 | bedrock | | Cutbanks cave |0.10 | |

 | | | | | |

208A: | | | | | |

 Siouxcreek----------|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 | Depth to bedrock |0.42

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |
Dunn County, Wisconsin 319

Table 19b.--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 | ___________________________________________________________________________________________________

 | | | | | |

213B2: | | | | | |

 Hixton--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Low strength |0.78 | Cutbanks cave |1.00 | Depth to bedrock |0.42

 | Shrink-swell |0.50 | Depth to soft |0.42 | |

 | Frost action |0.50 | bedrock | | |

 | | | | | |

213C2: | | | | | |

 Hixton--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Low strength |0.78 | Cutbanks cave |1.00 | Depth to bedrock |0.42

 | Shrink-swell |0.50 | Depth to soft |0.42 | Slope |0.04

 | Frost action |0.50 | bedrock | | |

 | Slope |0.04 | Slope |0.04 | |

 | | | | | |

224B: | | | | | |

 Elevasil------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Depth to bedrock |0.42

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

224C2: | | | | | |

 Elevasil------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Depth to bedrock |0.42

 | Slope |0.04 | Depth to soft |0.42 | Slope |0.04

 | | | bedrock | | |

 | | | Slope |0.04 | |

 | | | | | |

224D2: | | | | | |

 Elevasil------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | Frost action |0.50 | Slope |1.00 | Depth to bedrock |0.42

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

224E2: | | | | | |

 Elevasil------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |1.00 | Depth to bedrock |0.42

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

233C: | | | | | |

 Boone---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Droughty |0.96

 | | | Depth to soft |0.42 | Too sandy |0.50

 | | | bedrock | | Depth to bedrock |0.42

 | | | Slope |0.37 | Slope |0.37

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

243B2: | | | | | |

 Hixton, thin solum--|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Frost action |0.50 | Depth to soft |0.99 | Depth to bedrock |0.99

 | | | bedrock | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

243C2: | | | | | |

 Hixton, thin solum--|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Frost action |0.50 | Depth to soft |0.99 | Depth to bedrock |0.99

 | Slope |0.04 | bedrock | | Slope |0.04

 | | | Cutbanks cave |0.10 | |

 | | | Slope |0.04 | |

 | | | | | |
320 Soil Survey of

Table 19b.--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 | ___________________________________________________________________________________________________

 | | | | | |

244B: | | | | | |

 Elkmound------------|Somewhat limited | |Very limited | |Very limited |

 | Depth to soft |1.00 | Depth to soft |1.00 | Depth to bedrock |1.00

 | bedrock | | bedrock | | Droughty |0.98

 | Frost action |0.50 | Cutbanks cave |0.10 | Content of large |0.01

 | | | | | stones |

 | | | | | |

244C2: | | | | | |

 Elkmound------------|Somewhat limited | |Very limited | |Very limited |

 | Depth to soft |1.00 | Depth to soft |1.00 | Depth to bedrock |1.00

 | bedrock | | bedrock | | Droughty |0.98

 | Frost action |0.50 | Cutbanks cave |0.10 | Slope |0.04

 | Slope |0.04 | Slope |0.04 | Content of large |0.01

 | | | | | stones |

 | | | | | |

244D2: | | | | | |

 Elkmound------------|Very limited | |Very limited | |Very limited |

 | Depth to hard |1.00 | Depth to hard |1.00 | Depth to bedrock |1.00

 | bedrock | | bedrock | | Slope |1.00

 | Slope |1.00 | Slope |1.00 | Droughty |0.98

 | Frost action |0.50 | Cutbanks cave |0.10 | Content of large |0.01

 | | | | | stones |

 | | | | | |

254B2: | | | | | |

 Norden--------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Low strength |1.00 | Depth to soft |0.42 | Depth to bedrock |0.42

 | Frost action |0.50 | bedrock | | |

 | Shrink-swell |0.50 | Cutbanks cave |0.10 | |

 | | | | | |

254C2: | | | | | |

 Norden--------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Low strength |1.00 | Depth to soft |0.42 | Depth to bedrock |0.42

 | Frost action |0.50 | bedrock | | Slope |0.04

 | Shrink-swell |0.50 | Cutbanks cave |0.10 | |

 | Slope |0.04 | Slope |0.04 | |

 | | | | | |

254D2: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Low strength |1.00 | Depth to soft |0.42 | Depth to bedrock |0.42

 | Frost action |0.50 | bedrock | | |

 | Shrink-swell |0.50 | Cutbanks cave |0.10 | |

 | | | | | |

254E2: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Low strength |1.00 | Depth to soft |0.42 | Depth to bedrock |0.42

 | Frost action |0.50 | bedrock | | |

 | Shrink-swell |0.50 | Cutbanks cave |0.10 | |

 | | | | | |

254F: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Low strength |1.00 | Depth to soft |0.42 | Depth to bedrock |0.42

 | Frost action |0.50 | bedrock | | |

 | Shrink-swell |0.50 | Cutbanks cave |0.10 | |

 | | | | | |

255B2: | | | | | |

 Urne----------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Frost action |0.50 | Depth to soft |0.42 | Depth to bedrock |0.42

 | | | bedrock | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |
Dunn County, Wisconsin 321

Table 19b.--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 | ___________________________________________________________________________________________________

 | | | | | |

255C2: | | | | | |

 Urne----------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Frost action |0.50 | Depth to soft |0.42 | Depth to bedrock |0.42

 | Slope |0.04 | bedrock | | Slope |0.04

 | | | Cutbanks cave |0.10 | |

 | | | Slope |0.04 | |

 | | | | | |

255D2: | | | | | |

 Urne----------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Depth to soft |0.42 | Depth to bedrock |0.42

 | | | bedrock | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

255E2: | | | | | |

 Urne----------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Depth to soft |0.42 | Depth to bedrock |0.42

 | | | bedrock | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

255F: | | | | | |

 Urne----------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Depth to soft |0.42 | Depth to bedrock |0.42

 | | | bedrock | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

265B: | | | | | |

 Garne---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Depth to bedrock |0.42

 | | | Depth to soft |0.42 | Droughty |0.26

 | | | bedrock | | |

 | | | | | |

265C: | | | | | |

 Garne---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Depth to bedrock |0.42

 | Slope |0.04 | Depth to soft |0.42 | Droughty |0.26

 | | | bedrock | | Slope |0.04

 | | | Slope |0.04 | |

 | | | | | |

266B: | | | | | |

 Hiles---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Shrink-swell |0.50 | Depth to |1.00 | Depth to bedrock |0.42

 | Frost action |0.50 | saturated zone | | Depth to |0.19

 | Depth to |0.19 | Depth to soft |0.42 | saturated zone |

 | saturated zone | | bedrock | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

268A: | | | | | |

 Kert----------------|Very limited | |Very limited | |Somewhat limited |

 | Low strength |1.00 | Depth to |1.00 | Depth to |0.75

 | Depth to |0.75 | saturated zone | | saturated zone |

 | saturated zone | | Depth to soft |0.42 | Depth to bedrock |0.42

 | Frost action |0.50 | bedrock | | |

 | Shrink-swell |0.50 | Cutbanks cave |0.10 | |

 | | | | | |
322 Soil Survey of

Table 19b.--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 | ___________________________________________________________________________________________________

 | | | | | |

269A: | | | | | |

 Veedum, undrained---|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Depth to soft |0.42 | Depth to bedrock |0.42

 | Low strength |1.00 | bedrock | | |

 | Shrink-swell |0.50 | Cutbanks cave |0.10 | |

 | | | | | |

273B2: | | | | | |

 Dobie---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Low strength |0.78 | Depth to soft |0.42 | Depth to bedrock |0.42

 | Frost action |0.50 | bedrock | | |

 | Shrink-swell |0.50 | Cutbanks cave |0.10 | |

 | | | | | |

 Hixton, frigid------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Depth to bedrock |0.42

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

273C2: | | | | | |

 Dobie---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Low strength |0.78 | Depth to soft |0.42 | Depth to bedrock |0.42

 | Frost action |0.50 | bedrock | | Slope |0.04

 | Shrink-swell |0.50 | Cutbanks cave |0.10 | |

 | Slope |0.04 | Slope |0.04 | |

 | | | | | |

 Hixton, frigid------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Depth to bedrock |0.42

 | Slope |0.04 | Depth to soft |0.42 | Slope |0.04

 | | | bedrock | | |

 | | | Slope |0.04 | |

 | | | | | |

273D2: | | | | | |

 Dobie---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Low strength |0.78 | Depth to soft |0.42 | Depth to bedrock |0.42

 | Frost action |0.50 | bedrock | | |

 | Shrink-swell |0.50 | Cutbanks cave |0.10 | |

 | | | | | |

 Hixton, frigid------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | Frost action |0.50 | Slope |1.00 | Depth to bedrock |0.42

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

273E2: | | | | | |

 Dobie---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Low strength |0.78 | Depth to soft |0.42 | Depth to bedrock |0.42

 | Frost action |0.50 | bedrock | | |

 | Shrink-swell |0.50 | Cutbanks cave |0.10 | |

 | | | | | |

 Hixton, frigid------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |1.00 | Depth to bedrock |0.42

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |
Dunn County, Wisconsin 323

Table 19b.--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 | ___________________________________________________________________________________________________

 | | | | | |

275B2: | | | | | |

 Hayriver------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Frost action |0.50 | Depth to soft |0.42 | Depth to bedrock |0.42

 | | | bedrock | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 Elevasil, frigid----|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Depth to bedrock |0.42

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

275C2: | | | | | |

 Hayriver------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Frost action |0.50 | Depth to soft |0.42 | Depth to bedrock |0.42

 | Slope |0.04 | bedrock | | Slope |0.04

 | | | Cutbanks cave |0.10 | |

 | | | Slope |0.04 | |

 | | | | | |

 Elevasil, frigid----|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Depth to bedrock |0.42

 | Slope |0.04 | Depth to soft |0.42 | Slope |0.04

 | | | bedrock | | |

 | | | Slope |0.04 | |

 | | | | | |

275D2: | | | | | |

 Hayriver------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Depth to soft |0.42 | Depth to bedrock |0.42

 | | | bedrock | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 Elevasil, frigid----|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | Frost action |0.50 | Slope |1.00 | Depth to bedrock |0.42

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

276B: | | | | | |

 Humbird, loamy | | | | | |

 subsoil------------|Very limited | |Very limited | |Somewhat limited |

 | Low strength |1.00 | Depth to |1.00 | Depth to bedrock |0.46

 | Frost action |0.50 | saturated zone | | Depth to |0.19

 | Shrink-swell |0.44 | Depth to soft |0.46 | saturated zone |

 | Depth to |0.19 | bedrock | | Droughty |0.01

 | saturated zone | | Cutbanks cave |0.10 | |

 | | | | | |

278A: | | | | | |

 Merrillan, loamy | | | | | |

 subsoil------------|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 | Depth to soft |0.42 | Depth to bedrock |0.42

 | | | bedrock | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

282C: | | | | | |

 Twinmound-----------|Somewhat limited | |Very limited | |Very limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Droughty |1.00

 | | | Depth to soft |0.42 | Depth to bedrock |0.42

 | | | bedrock | | Slope |0.37

 | | | Slope |0.37 | |

 | | | | | |
324 Soil Survey of

Table 19b.--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 | ___________________________________________________________________________________________________

 | | | | | |

282F: | | | | | |

 Twinmound-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |0.98

 | | | Depth to soft |0.42 | Depth to bedrock |0.42

 | | | bedrock | | |

 | | | | | |

313D2: | | | | | |

 Plumcreek-----------|Very limited | |Very limited | |Very limited |

 | Frost action |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | Slope |1.00 | Slope |1.00 | |

 | Shrink-swell |0.50 | | | |

 | | | | | |

313F: | | | | | |

 Plumcreek-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |1.00 | Cutbanks cave |1.00 | |

 | Shrink-swell |0.50 | | | |

 | | | | | |

316B2: | | | | | |

 Ella----------------|Very limited | |Somewhat limited | |Not limited |

 | Frost action |1.00 | Depth to |0.61 | |

 | Low strength |1.00 | saturated zone | | |

 | Shrink-swell |0.50 | Cutbanks cave |0.10 | |

 | | | | | |

316C2: | | | | | |

 Ella----------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Frost action |1.00 | Depth to |0.61 | Slope |0.04

 | Low strenght |1.00 | saturated zone | | |

 | Shrink-swell |0.50 | Cutbanks cave |0.10 | |

 | Slope |0.04 | Slope |0.04 | |

 | | | | | |

318A: | | | | | |

 Bearpen-------------|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 |0.10 | |

 | saturated zone | | | | |

 | Shrink-swell |0.50 | | | |

 | Flooding |0.40 | | | |

 | | | | | |

349A: | | | | | |

 Rib, valley train, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Cutbanks cave |1.00 | Content of large |0.01

 | Low strength |1.00 | | | stones |

 | Shrink-swell |0.50 | | | |

 | | | | | |

378A: | | | | | |

 Poskin, valley train|Somewhat limited | |Very limited | |Somewhat limited |

 | Low strength |0.78 | Depth to |1.00 | Depth to |0.75

 | Depth to |0.75 | saturated zone | | saturated zone |

 | saturated zone | | Cutbanks cave |1.00 | Content of large |0.01

 | Frost action |0.50 | | | stones |

 | Shrink-swell |0.50 | | | |

 | | | | | |
Dunn County, Wisconsin 325

Table 19b.--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 | ___________________________________________________________________________________________________

 | | | | | |

403A: | | | | | |

 Dakota--------------|Somewhat limited | |Very limited | |Not limited |

 | Shrink-swell |0.50 | Cutbanks cave |1.00 | |

 | Frost action |0.50 | | | |

 | | | | | |

413A: | | | | | |

 Rasset--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Content of large |0.01

 | | | | | stones |

 | | | | | |

413B: | | | | | |

 Rasset--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Content of large |0.01

 | | | | | stones |

 | | | | | |

416A: | | | | | |

 Menomin-------------|Somewhat limited | |Very limited | |Not limited |

 | Shrink-swell |0.50 | Cutbanks cave |1.00 | |

 | Frost action |0.50 | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | | | |

423A: | | | | | |

 Meridian------------|Very limited | |Very limited | |Not limited |

 | Low strength |1.00 | Cutbanks cave |1.00 | |

 | Shrink-swell |0.50 | | | |

 | Frost action |0.50 | | | |

 | | | | | |

423B2: | | | | | |

 Meridian------------|Very limited | |Very limited | |Not limited |

 | Low strength |1.00 | Cutbanks cave |1.00 | |

 | Shrink-swell |0.50 | | | |

 | Frost action |0.50 | | | |

 | | | | | |

423C2: | | | | | |

 Meridian------------|Very limited | |Very limited | |Somewhat limited |

 | Low strength |1.00 | Cutbanks cave |1.00 | Slope |0.04

 | Shrink-swell |0.50 | Slope |0.04 | |

 | Frost action |0.50 | | | |

 | Slope |0.04 | | | |

 | | | | | |

428A: | | | | | |

 Shiffer-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.75 | Depth to |1.00 | Depth to |0.75

 | saturated zone | | saturated zone | | saturated zone |

 | Shrink-swell |0.50 | Cutbanks cave |1.00 | |

 | Frost action |0.50 | | | |

 | Flooding |0.40 | | | |

 | | | | | |

429A: | | | | | |

 Lows, undrained-----|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | 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 | |

 | Shrink-swell |0.50 | | | |

 | Flooding |0.40 | | | |

 | | | | | |

432A: | | | | | |

 Kevilar-------------|Somewhat limited | |Very limited | |Not limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | | | |
326 Soil Survey of

Table 19b.--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 | ___________________________________________________________________________________________________

 | | | | | |

432B: | | | | | |

 Kevilar-------------|Somewhat limited | |Very limited | |Not limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | | | |

432C2: | | | | | |

 Kevilar-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Slope |0.04

 | Slope |0.04 | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | Slope |0.04 | |

 | | | | | |

432D2: | | | | | |

 Kevilar-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | Frost action |0.50 | Slope |1.00 | |

 | | | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | | | |

433A: | | | | | |

 Forkhorn------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Content of large |0.01

 | | | | | stones |

 | | | | | |

433B: | | | | | |

 Forkhorn------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Content of large |0.01

 | | | | | stones |

 | | | | | |

433C2: | | | | | |

 Forkhorn------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Slope |0.04

 | Slope |0.04 | Slope |0.04 | Content of large |0.01

 | | | | | stones |

 | | | | | |

433D2: | | | | | |

 Forkhorn------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | Frost action |0.50 | Slope |1.00 | Content of large |0.01

 | | | | | stones |

 | | | | | |

434B: | | | | | |

 Bilson--------------|Somewhat limited | |Very limited | |Not limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | | | |

436A: | | | | | |

 Rusktown------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Content of large |0.01

 | | | Depth to |0.61 | stones |

 | | | saturated zone | | |

 | | | | | |

438A: | | | | | |

 Hoopeston-----------|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 | |

 | | | | | |
Dunn County, Wisconsin 327

Table 19b.--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 | ___________________________________________________________________________________________________

 | | | | | |

453A: | | | | | |

 Burkhardt-----------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.05

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

453B: | | | | | |

 Burkhardt-----------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.05

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

454B: | | | | | |

 Chetek, kame terrace|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.11

 | | | | | |

454C2: | | | | | |

 Chetek, kame terrace|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.04 | Cutbanks cave |1.00 | Droughty |0.11

 | | | Slope |0.04 | Slope |0.04

 | | | | | |

454D2: | | | | | |

 Chetek, kame terrace|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | | | Slope |1.00 | Droughty |0.11

 | | | | | |

454E: | | | | | |

 Chetek, kame terrace|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | |

 | | | | | |

468A: | | | | | |

 Oesterle, valley | | | | | |

 train--------------|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 | |

 | | | | | |

501A: | | | | | |

 Finchford-----------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.26

 | | | | | |

501B: | | | | | |

 Finchford-----------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.26

 | | | | | |

502B2: | | | | | |

 Chelsea-------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.13

 | | | | | |

502C2: | | | | | |

 Chelsea-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Slope |0.37

 | | | Slope |0.37 | Droughty |0.13

 | | | | | |

506A: | | | | | |

 Komro---------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.20

 | | | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | | | |
328 Soil Survey of

Table 19b.--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 | ___________________________________________________________________________________________________

 | | | | | |

508A: | | | | | |

 Farrington----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.75 | Depth to |1.00 | Depth to |0.75

 | saturated zone | | saturated zone | | saturated zone |

 | | | Cutbanks cave |1.00 | Droughty |0.19

 | | | | | |

510B: | | | | | |

 Boplain-------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.97

 | | | Depth to soft |0.42 | Too sandy |0.50

 | | | bedrock | | Depth to bedrock |0.42

 | | | | | |

510C: | | | | | |

 Boplain-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Droughty |0.97

 | | | Depth to soft |0.42 | Too sandy |0.50

 | | | bedrock | | Depth to bedrock |0.42

 | | | Slope |0.37 | Slope |0.37

 | | | | | |

511A: | | | | | |

 Plainfield----------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.74

 | | | | | Too sandy |0.50

 | | | | | |

511B: | | | | | |

 Plainfield----------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.74

 | | | | | Too sandy |0.50

 | | | | | |

511C: | | | | | |

 Plainfield----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Droughty |0.74

 | | | Slope |0.37 | Too sandy |0.50

 | | | | | Slope |0.37

 | | | | | |

511F: | | | | | |

 Plainfield----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |0.25

 | | | | | |

512B: | | | | | |

 Drammen-------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.15

 | | | | | |

512C: | | | | | |

 Drammen-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.04 | Cutbanks cave |1.00 | Droughty |0.15

 | | | Slope |0.04 | Slope |0.04

 | | | | | |

512D: | | | | | |

 Drammen-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | | | Slope |1.00 | Droughty |0.15

 | | | | | |

516A: | | | | | |

 Aldo----------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.63

 | | | Depth to |0.61 | Too sandy |0.50

 | | | saturated zone | | |

 | | | | | |
Dunn County, Wisconsin 329

Table 19b.--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 | ___________________________________________________________________________________________________

 | | | | | |

546A: | | | | | |

 Prissel-------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.03

 | | | Depth to |0.95 | |

 | | | saturated zone | | |

 | | | | | |

546B: | | | | | |

 Prissel-------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.03

 | | | Depth to |0.95 | |

 | | | saturated zone | | |

 | | | | | |

546C: | | | | | |

 Prissel-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Slope |0.37

 | | | Depth to |0.95 | Droughty |0.03

 | | | saturated zone | | |

 | | | Slope |0.37 | |

 | | | | | |

546F: | | | | | |

 Prissel-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | |

 | | | Depth to |0.95 | |

 | | | saturated zone | | |

 | | | | | |

555A: | | | | | |

 Fordum, frequently | | | | | |

 flooded------------|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 | |

 | | | | | |

561B: | | | | | |

 Tarr----------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.78

 | | | | | Too sandy |0.50

 | | | | | |

566A: | | | | | |

 Tint----------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.66

 | | | Depth to |0.61 | Too sandy |0.50

 | | | saturated zone | | |

 | | | | | |

573B: | | | | | |

 Plainbo, sand sheet |Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.90

 | | | Depth to soft |0.42 | Too sandy |0.50

 | | | bedrock | | Depth to bedrock |0.42

 | | | | | |

573C: | | | | | |

 Plainbo, sand sheet |Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Droughty |0.90

 | | | Depth to soft |0.42 | Too sandy |0.50

 | | | bedrock | | Depth to bedrock |0.42

 | | | Slope |0.37 | Slope |0.37

 | | | | | |
330 Soil Survey of

Table 19b.--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 | ___________________________________________________________________________________________________

 | | | | | |

588A: | | | | | |

 Meehan, valley train|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.75 | Depth to |1.00 | Depth to |0.75

 | saturated zone | | saturated zone | | saturated zone |

 | | | Cutbanks cave |1.00 | Droughty |0.62

 | | | | | |

589A: | | | | | |

 Newson, undrained---|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00 | Droughty |0.18

 | | | | | |

601C: | | | | | |

 Beavercreek---------|Very limited | |Very limited | |Somewhat limited |

 | Flooding |1.00 | Cutbanks cave |1.00 | Flooding |0.60

 | Frost action |0.50 | Flooding |0.60 | Content of large |0.20

 | Content of large |0.35 | Content of large |0.35 | stones |

 | stones | | stones | | Gravel content |0.18

 | | | | | |

616B: | | | | | |

 Chaseburg-----------|Very limited | |Somewhat limited | |Somewhat limited |

 | Frost action |1.00 | Flooding |0.60 | Flooding |0.60

 | Flooding |1.00 | Cutbanks cave |0.10 | |

 | | | | | |

619A: | | | | | |

 Vancecreek, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | 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 | Flooding |0.80 | |

 | Low strength |1.00 | | | |

 | | | | | |

626A: | | | | | |

 Arenzville----------|Very limited | |Very limited | |Somewhat limited |

 | Frost action |1.00 | Cutbanks cave |1.00 | Flooding |0.60

 | Flooding |1.00 | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | Flooding |0.60 | |

 | | | | | |

628A: | | | | | |

 Orion---------------|Very limited | |Very limited | |Somewhat limited |

 | Frost action |1.00 | Depth to |1.00 | Depth to |0.75

 | Flooding |1.00 | saturated zone | | saturated zone |

 | Depth to |0.75 | Cutbanks cave |1.00 | Flooding |0.60

 | saturated zone | | Flooding |0.60 | |

 | | | | | |

629A: | | | | | |

 Ettrick, undrained--|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | 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 | Flooding |0.80 | |

 | Low strength |1.00 | | | |

 | | | | | |
Dunn County, Wisconsin 331

Table 19b.--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 | ___________________________________________________________________________________________________

 | | | | | |

636A: | | | | | |

 Quarderer-----------|Very limited | |Somewhat limited | |Somewhat limited |

 | Frost action |1.00 | Depth to |0.61 | Flooding |0.60

 | Flooding |1.00 | saturated zone | | |

 | | | Flooding |0.60 | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

646A: | | | | | |

 Dunnbot-------------|Very limited | |Very limited | |Somewhat limited |

 | Flooding |1.00 | Cutbanks cave |1.00 | Flooding |0.60

 | Frost action |0.50 | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | Flooding |0.60 | |

 | | | | | |

656A: | | | | | |

 Scotah--------------|Very limited | |Very limited | |Somewhat limited |

 | Flooding |1.00 | Cutbanks cave |1.00 | Flooding |0.60

 | | | Depth to |0.61 | Droughty |0.38

 | | | saturated zone | | |

 | | | Flooding |0.60 | |

 | | | | | |

766A: | | | | | |

 Moppet, occasionally| | | | | |

 flooded------------|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 | |

 | | | | | |

804B2: | | | | | |

 Arland, dissected---|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Frost action |0.50 | Depth to soft |0.42 | Depth to bedrock |0.42

 | | | bedrock | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

804C2: | | | | | |

 Arland, dissected---|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Frost action |0.50 | Depth to soft |0.42 | Depth to bedrock |0.42

 | Slope |0.04 | bedrock | | Slope |0.04

 | | | Cutbanks cave |0.10 | |

 | | | Slope |0.04 | |

 | | | | | |

804D: | | | | | |

 Arland, dissected---|Very limited | |Very limited | |Not rated |

 | Slope |1.00 | Slope |1.00 | |

 | Frost action |0.50 | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

814D2: | | | | | |

 Renova, dissected---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | Cutbanks cave |0.10 | |

 | Frost action |0.50 | | | |

 | | | | | |

816B2: | | | | | |

 Vlasaty, dissected--|Somewhat limited | |Very limited | |Somewhat limited |

 | Shrink-swell |0.50 | Depth to |1.00 | Depth to |0.19

 | Frost action |0.50 | saturated zone | | saturated zone |

 | Depth to |0.19 | Cutbanks cave |0.10 | |

 | saturated zone | | | | |

 | | | | | |
332 Soil Survey of

Table 19b.--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 | ___________________________________________________________________________________________________

 | | | | | |

816C2: | | | | | |

 Vlasaty, dissected--|Somewhat limited | |Very limited | |Somewhat limited |

 | Shrink-swell |0.50 | Depth to |1.00 | Depth to |0.19

 | Frost action |0.50 | saturated zone | | saturated zone |

 | Depth to |0.19 | Cutbanks cave |0.10 | Slope |0.04

 | saturated zone | | Slope |0.04 | |

 | Slope |0.04 | | | |

 | | | | | |

826B2: | | | | | |

 Hersey--------------|Very limited | |Somewhat limited | |Not limited |

 | Frost action |1.00 | Depth to |0.95 | |

 | Low strength |1.00 | saturated zone | | |

 | Shrink-swell |0.50 | Cutbanks cave |0.10 | |

 | | | | | |

826C2: | | | | | |

 Hersey--------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Frost action |1.00 | Depth to |0.95 | Slope |0.04

 | Low strength |1.00 | saturated zone | | |

 | Shrink-swell |0.50 | Cutbanks cave |0.10 | |

 | Slope |0.04 | Slope |0.04 | |

 | | | | | |

828B: | | | | | |

 Vasa----------------|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 |0.10 | |

 | saturated zone | | | | |

 | Shrink-swell |0.50 | | | |

 | Flooding |0.40 | | | |

 | | | | | |

836B2: | | | | | |

 Spencer, dissected--|Very limited | |Somewhat limited | |Not limited |

 | Frost action |1.00 | Depth to |0.95 | |

 | Low strength |1.00 | saturated zone | | |

 | Shrink-swell |0.50 | Cutbanks cave |0.10 | |

 | | | | | |

836C2: | | | | | |

 Spencer, dissected--|Very limited | |Somewhat limited | |Somewhat limited |

 | Frost action |1.00 | Depth to |0.95 | Slope |0.04

 | Low strength |1.00 | saturated zone | | |

 | Shrink-swell |0.50 | Cutbanks cave |0.10 | |

 | Slope |0.04 | Slope |0.04 | |

 | | | | | |

838B: | | | | | |

 Almena, dissected---|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 |0.10 | |

 | saturated zone | | | | |

 | Shrink-swell |0.50 | | | |

 | Flooding |0.40 | | | |

 | | | | | |

870B2: | | | | | |

 Santiago, dissected |Somewhat limited | |Very limited | |Not limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | | | |

870C2: | | | | | |

 Santiago, dissected |Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Slope |0.04

 | Slope |0.04 | Slope |0.04 | |

 | | | | | |
Dunn County, Wisconsin 333

Table 19b.--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 | ___________________________________________________________________________________________________

 | | | | | |

875B: | | | | | |

 Amery, dissected----|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Content of large |0.01

 | | | | | stones |

 | | | | | |

875C2: | | | | | |

 Amery, dissected----|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Slope |0.04

 | Slope |0.04 | Slope |0.04 | Content of large |0.01

 | | | | | stones |

 | | | | | |

875D: | | | | | |

 Amery, dissected----|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | Frost action |0.50 | Slope |1.00 | Content of large |0.01

 | | | | | stones |

 | | | | | |

1125F: | | | | | |

 Dorerton------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | Cutbanks cave |1.00 | Content of large |0.01

 | Frost action |0.50 | Content of large |0.03 | stones |

 | Content of large |0.03 | stones | | |

 | stones | | Depth to hard |0.01 | |

 | | | bedrock | | |

 | | | | | |

 Elbaville-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | Cutbanks cave |0.50 | |

 | Frost action |0.50 | Too clayey |0.03 | |

 | | | | | |

1145F: | | | | | |

 Gaphill-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | | | |

 Rockbluff-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |0.01

 | | | | | |

1224F: | | | | | |

 Boone---------------|Very limited | |Very limited | |Not rated |

 | Slope |1.00 | Slope |1.00 | |

 | | | Cutbanks cave |1.00 | |

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

 Elevasil------------|Very limited | |Very limited | |Not rated |

 | Slope |1.00 | Slope |1.00 | |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

1233F: | | | | | |

 Boone---------------|Very limited | |Very limited | |Not rated |

 | Slope |1.00 | Slope |1.00 | |

 | | | Cutbanks cave |1.00 | |

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |
334 Soil Survey of

Table 19b.--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 | ___________________________________________________________________________________________________

 | | | | | |

1233F: | | | | | |

 Tarr----------------|Very limited | |Very limited | |Not rated |

 | Slope |1.00 | Slope |1.00 | |

 | | | Cutbanks cave |1.00 | |

 | | | | | |

1275F: | | | | | |

 Hayriver------------|Very limited | |Very limited | |Not rated |

 | Slope |1.00 | Slope |1.00 | |

 | Frost action |0.50 | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 Twinmound-----------|Very limited | |Very limited | |Not rated |

 | Slope |1.00 | Slope |1.00 | |

 | | | Cutbanks cave |1.00 | |

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

1648A: | | | | | |

 Northbend-----------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Depth to |1.00 | Flooding |1.00

 | Depth to |0.75 | saturated zone | | Depth to |0.75

 | saturated zone | | Cutbanks cave |1.00 | saturated zone |

 | Frost action |0.50 | Flooding |0.80 | |

 | | | | | |

 Ettrick, flood | | | | | |

 plain, undrained---|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | 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 | Flooding |0.80 | |

 | Low strength |1.00 | | | |

 | | | | | |

1658A: | | | | | |

 Algansee------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Depth to |1.00 | Flooding |1.00

 | Depth to |0.75 | saturated zone | | Depth to |0.75

 | saturated zone | | Cutbanks cave |1.00 | saturated zone |

 | | | Flooding |0.80 | Droughty |0.07

 | | | | | |

 Kalmarville, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | 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 | Flooding |0.80 | |

 | | | | | |

2002: | | | | | |

 Udorthents, earthen | | | | | |

 dams---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2003A: | | | | | |

 Riverwash-----------|Not rated | |Not rated | |Not rated |

 | | | | | |

2013: | | | | | |

 Pits, gravel--------|Not rated | |Not rated | |Not rated |

 | | | | | |

2014: | | | | | |

 Pits, quarry, hard | | | | | |

 bedrock------------|Not rated | |Not rated | |Not rated |

 | | | | | |
Dunn County, Wisconsin 335

Table 19b.--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 | ___________________________________________________________________________________________________

 | | | | | |

2016: | | | | | |

 Pits, quarry, soft | | | | | |

 bedrock------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2030: | | | | | |

 Udorthents, cut or | | | | | |

 fill---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Udipsamments, cut or| | | | | |

 fill---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2050: | | | | | |

 Landfill------------|Not rated | |Not rated | |Not rated |

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
336 Soil Survey of

Table 20a.--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 | _________________________________________________________________________

 | | | |

11A: | | | |

 Markey, flood plain,| | | |

 undrained----------|Very limited | |Very limited |

 | Flooding |1.00 | Ponding |1.00

 | Ponding |1.00 | Flooding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Poor filtering |1.00 | saturated zone |

 | capacity | | Content of |1.00

 | Subsidence |1.00 | organic matter |

 | | | |

20A: | | | |

 Palms, undrained----|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Subsidence |1.00 | Content of |1.00

 | Restricted |0.72 | organic matter |

 | permeability | | Seepage |0.28

 | | | |

 Houghton, undrained |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Content of |1.00

 | saturated zone | | organic matter |

 | Subsidence |1.00 | Depth to |1.00

 | | | saturated zone |

 | | | Seepage |1.00

 | | | |

40A: | | | |

 Markey, undrained---|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Poor filtering |1.00 | saturated zone |

 | capacity | | Content of |1.00

 | Subsidence |1.00 | organic matter |

 | | | |

 Seelyeville, | | | |

 undrained----------|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Content of |1.00

 | saturated zone | | organic matter |

 | Subsidence |1.00 | Depth to |1.00

 | | | saturated zone |

 | | | Seepage |1.00

 | | | |
Dunn County, Wisconsin 337

Table 20a.--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 | _________________________________________________________________________

 | | | |

45A: | | | |

 Seelyeville, | | | |

 undrained----------|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Content of |1.00

 | saturated zone | | organic matter |

 | Subsidence |1.00 | Depth to |1.00

 | | | saturated zone |

 | | | Seepage |1.00

 | | | |

 Cathro, undrained---|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Content of |1.00

 | saturated zone | | organic matter |

 | Subsidence |1.00 | Depth to |1.00

 | Restricted |0.72 | saturated zone |

 | permeability | | Seepage |1.00

 | | | |

101B: | | | |

 Menahga, valley | | | |

 train--------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | |

 | | | |

101C: | | | |

 Menahga, valley | | | |

 train--------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Slope |0.04 | |

 | | | |

101E: | | | |

 Menahga, valley | | | |

 train--------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | | | |

115B2: | | | |

 Seaton--------------|Somewhat limited | |Somewhat limited |

 | Restricted |0.46 | Seepage |0.53

 | permeability | | Slope |0.32

 | | | |

115C2: | | | |

 Seaton--------------|Somewhat limited | |Very limited |

 | Restricted |0.46 | Slope |1.00

 | permeability | | Seepage |0.53

 | Slope |0.04 | |

 | | | |

115D2: | | | |

 Seaton--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Restricted |0.46 | Seepage |0.53

 | permeability | | |

 | | | |

115E2: | | | |

 Seaton--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Restricted |0.46 | Seepage |0.53

 | permeability | | |

 | | | |
338 Soil Survey of

Table 20a.--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 | _________________________________________________________________________

 | | | |

116C2: | | | |

 Churchtown----------|Somewhat limited | |Very limited |

 | Restricted |0.46 | Slope |1.00

 | permeability | | Seepage |0.53

 | Slope |0.04 | |

 | | | |

116D2: | | | |

 Churchtown----------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Restricted |0.46 | Seepage |0.53

 | permeability | | |

 | | | |

116E2: | | | |

 Churchtown----------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Restricted |0.46 | Seepage |0.53

 | permeability | | |

 | | | |

125B2: | | | |

 Pepin---------------|Very limited | |Somewhat limited |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | Slope |0.32

 | Depth to bedrock |0.16 | |

 | | | |

125C2: | | | |

 Pepin---------------|Very limited | |Very limited |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |0.53

 | Depth to bedrock |0.16 | |

 | Slope |0.04 | |

 | | | |

125D2: | | | |

 Pepin---------------|Very limited | |Very limited |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |0.53

 | Slope |1.00 | |

 | Depth to bedrock |0.16 | |

 | | | |

125E2: | | | |

 Pepin---------------|Very limited | |Very limited |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |0.53

 | Slope |1.00 | |

 | Depth to bedrock |0.16 | |

 | | | |

135C2: | | | |

 Wickware------------|Somewhat limited | |Very limited |

 | Restricted |0.46 | Slope |1.00

 | permeability | | Seepage |0.53

 | Slope |0.04 | |

 | | | |

135D2: | | | |

 Wickware------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Restricted |0.46 | Seepage |0.53

 | permeability | | |

 | | | |

135E2: | | | |

 Wickware------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Restricted |0.46 | Seepage |0.53

 | permeability | | |

 | | | |
Dunn County, Wisconsin 339

Table 20a.--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 | _________________________________________________________________________

 | | | |

136B: | | | |

 Doritty-------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |0.71

 | Restricted |0.46 | saturated zone |

 | permeability | | |

 | | | |

136C2: | | | |

 Doritty-------------|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Seepage |1.00

 | Restricted |0.46 | Depth to |0.71

 | permeability | | saturated zone |

 | Slope |0.04 | |

 | | | |

144B2: | | | |

 NewGlarus-----------|Very limited | |Somewhat limited |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | Depth to hard |0.42

 | Depth to bedrock |0.78 | bedrock |

 | | | Slope |0.32

 | | | |

144C2: | | | |

 NewGlarus-----------|Very limited | |Very limited |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |0.53

 | Depth to bedrock |0.78 | Depth to hard |0.42

 | Slope |0.04 | bedrock |

 | | | |

144D2: | | | |

 NewGlarus-----------|Very limited | |Very limited |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |0.53

 | Slope |1.00 | Depth to hard |0.42

 | Depth to bedrock |0.78 | bedrock |

 | | | |

144E2: | | | |

 NewGlarus-----------|Very limited | |Very limited |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |0.53

 | Slope |1.00 | Depth to hard |0.42

 | Depth to bedrock |0.78 | bedrock |

 | | | |

161E: | | | |

 Fivepoints----------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Slope |1.00 | bedrock |

 | | | Slope |1.00

 | | | Seepage |1.00

 | | | |

208A: | | | |

 Siouxcreek----------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Depth to |1.00 | bedrock |

 | saturated zone | | Seepage |1.00

 | | | Depth to |0.01

 | | | saturated zone |

 | | | |
340 Soil Survey of

Table 20a.--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 | _________________________________________________________________________

 | | | |

213B2: | | | |

 Hixton--------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | | | bedrock |

 | | | Seepage |1.00

 | | | Slope |0.32

 | | | |

213C2: | | | |

 Hixton--------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |0.04 | bedrock |

 | | | Seepage |1.00

 | | | Slope |1.00

 | | | |

224B: | | | |

 Elevasil------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Poor filtering |1.00 | bedrock |

 | capacity | | Seepage |1.00

 | | | Slope |0.32

 | | | |

224C2: | | | |

 Elevasil------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Poor filtering |1.00 | bedrock |

 | capacity | | Seepage |1.00

 | Slope |0.04 | Slope |1.00

 | | | |

224D2: | | | |

 Elevasil------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |1.00 | bedrock |

 | Poor filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | | | |

224E2: | | | |

 Elevasil------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |1.00 | bedrock |

 | Poor filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | | | |

233C: | | | |

 Boone---------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Poor filtering |1.00 | bedrock |

 | capacity | | Seepage |1.00

 | Slope |0.37 | Slope |1.00

 | | | |

243B2: | | | |

 Hixton, thin solum--|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | | | bedrock |

 | | | Seepage |1.00

 | | | |

243C2: | | | |

 Hixton, thin solum--|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |0.04 | bedrock |

 | | | Slope |1.00

 | | | Seepage |1.00

 | | | |
Dunn County, Wisconsin 341

Table 20a.--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 | _________________________________________________________________________

 | | | |

244B: | | | |

 Elkmound------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | | | bedrock |

 | | | |

244C2: | | | |

 Elkmound------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |0.04 | bedrock |

 | | | Slope |1.00

 | | | |

244D2: | | | |

 Elkmound------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Slope |1.00 | bedrock |

 | | | Slope |1.00

 | | | |

254B2: | | | |

 Norden--------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | | | bedrock |

 | | | Seepage |1.00

 | | | Slope |0.32

 | | | |

254C2: | | | |

 Norden--------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |0.04 | bedrock |

 | | | Slope |1.00

 | | | Seepage |1.00

 | | | |

254D2: | | | |

 Norden--------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |1.00 | bedrock |

 | | | Slope |1.00

 | | | Seepage |1.00

 | | | |

254E2: | | | |

 Norden--------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |1.00 | bedrock |

 | | | Slope |1.00

 | | | Seepage |1.00

 | | | |

254F: | | | |

 Norden--------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |1.00 | bedrock |

 | | | Slope |1.00

 | | | Seepage |1.00

 | | | |

255B2: | | | |

 Urne----------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | | | bedrock |

 | | | Seepage |1.00

 | | | Slope |0.32

 | | | |
342 Soil Survey of

Table 20a.--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 | _________________________________________________________________________

 | | | |

255C2: | | | |

 Urne----------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |0.04 | bedrock |

 | | | Slope |1.00

 | | | Seepage |1.00

 | | | |

255D2: | | | |

 Urne----------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |1.00 | bedrock |

 | | | Slope |1.00

 | | | Seepage |1.00

 | | | |

255E2: | | | |

 Urne----------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |1.00 | bedrock |

 | | | Slope |1.00

 | | | Seepage |1.00

 | | | |

255F: | | | |

 Urne----------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |1.00 | bedrock |

 | | | Slope |1.00

 | | | Seepage |1.00

 | | | |

265B: | | | |

 Garne---------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Poor filtering |1.00 | bedrock |

 | capacity | | Seepage |1.00

 | | | Slope |0.32

 | | | |

265C: | | | |

 Garne---------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Poor filtering |1.00 | bedrock |

 | capacity | | Seepage |1.00

 | Slope |0.04 | Slope |1.00

 | | | |

266B: | | | |

 Hiles---------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Depth to |1.00 | bedrock |

 | saturated zone | | Seepage |0.53

 | Restricted |0.72 | Depth to |0.25

 | permeability | | saturated zone |

 | | | |

268A: | | | |

 Kert----------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Depth to |1.00 | bedrock |

 | saturated zone | | Seepage |0.53

 | | | Depth to |0.01

 | | | saturated zone |

 | | | |
Dunn County, Wisconsin 343

Table 20a.--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 | _________________________________________________________________________

 | | | |

269A: | | | |

 Veedum, undrained---|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Ponding |1.00 | bedrock |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00

 | Restricted |0.72 | saturated zone |

 | permeability | | Seepage |0.53

 | | | |

273B2: | | | |

 Dobie---------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Restricted |0.46 | bedrock |

 | permeability | | Seepage |1.00

 | | | Slope |0.32

 | | | |

 Hixton, frigid------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | | | bedrock |

 | | | Seepage |1.00

 | | | Slope |0.32

 | | | |

273C2: | | | |

 Dobie---------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Restricted |0.46 | bedrock |

 | permeability | | Slope |1.00

 | Slope |0.04 | Seepage |1.00

 | | | |

 Hixton, frigid------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |0.04 | bedrock |

 | | | Seepage |1.00

 | | | Slope |1.00

 | | | |

273D2: | | | |

 Dobie---------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |1.00 | bedrock |

 | Restricted |0.46 | Slope |1.00

 | permeability | | Seepage |1.00

 | | | |

 Hixton, frigid------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |1.00 | bedrock |

 | | | Slope |1.00

 | | | Seepage |1.00

 | | | |

273E2: | | | |

 Dobie---------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |1.00 | bedrock |

 | Restricted |0.46 | Slope |1.00

 | permeability | | Seepage |1.00

 | | | |

 Hixton, frigid------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |1.00 | bedrock |

 | | | Slope |1.00

 | | | Seepage |1.00

 | | | |
344 Soil Survey of

Table 20a.--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 | _________________________________________________________________________

 | | | |

275B2: | | | |

 Hayriver------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | | | bedrock |

 | | | Seepage |1.00

 | | | Slope |0.32

 | | | |

 Elevasil, frigid----|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Poor filtering |1.00 | bedrock |

 | capacity | | Seepage |1.00

 | | | Slope |0.32

 | | | |

275C2: | | | |

 Hayriver------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |0.04 | bedrock |

 | | | Slope |1.00

 | | | Seepage |1.00

 | | | |

 Elevasil, frigid----|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Poor filtering |1.00 | bedrock |

 | capacity | | Seepage |1.00

 | Slope |0.04 | Slope |1.00

 | | | |

275D2: | | | |

 Hayriver------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |1.00 | bedrock |

 | | | Slope |1.00

 | | | Seepage |1.00

 | | | |

 Elevasil, frigid----|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |1.00 | bedrock |

 | Poor filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | | | |

276B: | | | |

 Humbird, loamy | | | |

 subsoil------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Depth to |1.00 | bedrock |

 | saturated zone | | Seepage |1.00

 | Restricted |0.72 | Depth to |0.25

 | permeability | | saturated zone |

 | | | |

278A: | | | |

 Merrillan, loamy | | | |

 subsoil------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Depth to |1.00 | bedrock |

 | saturated zone | | Seepage |1.00

 | | | Depth to |0.01

 | | | saturated zone |

 | | | |
Dunn County, Wisconsin 345

Table 20a.--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 | _________________________________________________________________________

 | | | |

282C: | | | |

 Twinmound-----------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Poor filtering |1.00 | bedrock |

 | capacity | | Seepage |1.00

 | Slope |0.37 | Slope |1.00

 | | | |

282F: | | | |

 Twinmound-----------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Poor filtering |1.00 | bedrock |

 | capacity | | Slope |1.00

 | Slope |1.00 | Seepage |1.00

 | | | Content of |1.00

 | | | organic matter |

 | | | |

313D2: | | | |

 Plumcreek-----------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Restricted |0.46 | Seepage |0.53

 | permeability | | |

 | | | |

313F: | | | |

 Plumcreek-----------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Restricted |0.46 | Seepage |0.53

 | permeability | | |

 | | | |

316B2: | | | |

 Ella----------------|Very limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |0.71

 | saturated zone | | saturated zone |

 | Restricted |0.46 | Seepage |0.53

 | permeability | | |

 | | | |

316C2: | | | |

 Ella----------------|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Depth to |0.71

 | Restricted |0.46 | saturated zone |

 | permeability | | Seepage |0.53

 | Slope |0.04 | |

 | | | |

318A: | | | |

 Bearpen-------------|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | Flooding |0.40

 | Restricted |0.46 | Depth to |0.01

 | permeability | | saturated zone |

 | Flooding |0.40 | |

 | | | |

349A: | | | |

 Rib, valley train, | | | |

 undrained----------|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Poor filtering |1.00 | saturated zone |

 | capacity | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |
346 Soil Survey of

Table 20a.--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 | _________________________________________________________________________

 | | | |

378A: | | | |

 Poskin, valley train|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Poor filtering |1.00 | saturated zone |

 | capacity | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

403A: | | | |

 Dakota--------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | |

 | Restricted |0.72 | |

 | permeability | | |

 | | | |

413A: | | | |

 Rasset--------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | |

 | | | |

413B: | | | |

 Rasset--------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | | | |

416A: | | | |

 Menomin-------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Depth to |0.71

 | Depth to |1.00 | saturated zone |

 | saturated zone | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

423A: | | | |

 Meridian------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

423B2: | | | |

 Meridian------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

423C2: | | | |

 Meridian------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Restricted |0.46 | |

 | permeability | | |

 | Slope |0.04 | |

 | | | |
Dunn County, Wisconsin 347

Table 20a.--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 | _________________________________________________________________________

 | | | |

428A: | | | |

 Shiffer-------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Poor filtering |1.00 | saturated zone |

 | capacity | | Flooding |0.40

 | Restricted |0.46 | |

 | permeability | | |

 | Flooding |0.40 | |

 | | | |

429A: | | | |

 Lows, undrained-----|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Poor filtering |1.00 | saturated zone |

 | capacity | | Flooding |0.40

 | Restricted |0.46 | |

 | permeability | | |

 | Flooding |0.40 | |

 | | | |

432A: | | | |

 Kevilar-------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Depth to |0.71

 | Depth to |1.00 | saturated zone |

 | saturated zone | | |

 | | | |

432B: | | | |

 Kevilar-------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Depth to |0.71

 | Depth to |1.00 | saturated zone |

 | saturated zone | | Slope |0.32

 | | | |

432C2: | | | |

 Kevilar-------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Depth to |1.00 | Depth to |0.71

 | saturated zone | | saturated zone |

 | Slope |0.04 | |

 | | | |

432D2: | | | |

 Kevilar-------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | Depth to |0.71

 | Depth to |1.00 | saturated zone |

 | saturated zone | | |

 | | | |

433A: | | | |

 Forkhorn------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | |

 | | | |

433B: | | | |

 Forkhorn------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | | | |
348 Soil Survey of

Table 20a.--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 | _________________________________________________________________________

 | | | |

433C2: | | | |

 Forkhorn------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Slope |0.04 | |

 | | | |

433D2: | | | |

 Forkhorn------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | | | |

434B: | | | |

 Bilson--------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.08

 | | | |

436A: | | | |

 Rusktown------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Depth to |0.71

 | Depth to |1.00 | saturated zone |

 | saturated zone | | |

 | | | |

438A: | | | |

 Hoopeston-----------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Poor filtering |1.00 | saturated zone |

 | capacity | | |

 | | | |

453A: | | | |

 Burkhardt-----------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | |

 | | | |

453B: | | | |

 Burkhardt-----------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | | | |

454B: | | | |

 Chetek, kame terrace|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | | | |

454C2: | | | |

 Chetek, kame terrace|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Slope |0.04 | |

 | | | |

454D2: | | | |

 Chetek, kame terrace|Very limited | |Very limited |

 | Poor filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | | | |
Dunn County, Wisconsin 349

Table 20a.--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 | _________________________________________________________________________

 | | | |

454E: | | | |

 Chetek, kame terrace|Very limited | |Very limited |

 | Poor filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | | | |

468A: | | | |

 Oesterle, valley | | | |

 train--------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Poor filtering |1.00 | saturated zone |

 | capacity | | |

 | | | |

501A: | | | |

 Finchford-----------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | |

 | | | |

501B: | | | |

 Finchford-----------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | | | |

502B2: | | | |

 Chelsea-------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | | | |

502C2: | | | |

 Chelsea-------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Slope |0.37 | |

 | | | |

506A: | | | |

 Komro---------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Depth to |0.71

 | Depth to |1.00 | saturated zone |

 | saturated zone | | |

 | | | |

508A: | | | |

 Farrington----------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Poor filtering |1.00 | saturated zone |

 | capacity | | |

 | | | |

510B: | | | |

 Boplain-------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Poor filtering |1.00 | bedrock |

 | capacity | | Seepage |1.00

 | | | |

510C: | | | |

 Boplain-------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Poor filtering |1.00 | bedrock |

 | capacity | | Seepage |1.00

 | Slope |0.37 | Slope |1.00

 | | | |
350 Soil Survey of

Table 20a.--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 | _________________________________________________________________________

 | | | |

511A: | | | |

 Plainfield----------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | |

 | | | |

511B: | | | |

 Plainfield----------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | | | |

511C: | | | |

 Plainfield----------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Slope |0.37 | |

 | | | |

511F: | | | |

 Plainfield----------|Very limited | |Very limited |

 | Poor filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | | | |

512B: | | | |

 Drammen-------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | |

 | | | |

512C: | | | |

 Drammen-------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Slope |0.04 | |

 | | | |

512D: | | | |

 Drammen-------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | | | |

516A: | | | |

 Aldo----------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Depth to |0.71

 | Depth to |1.00 | saturated zone |

 | saturated zone | | |

 | | | |

546A: | | | |

 Prissel-------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Poor filtering |1.00 | saturated zone |

 | capacity | | |

 | | | |

546B: | | | |

 Prissel-------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Poor filtering |1.00 | saturated zone |

 | capacity | | Slope |0.32

 | | | |
Dunn County, Wisconsin 351

Table 20a.--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 | _________________________________________________________________________

 | | | |

546C: | | | |

 Prissel-------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Poor filtering |1.00 | saturated zone |

 | capacity | | Slope |1.00

 | Slope |0.37 | |

 | | | |

546F: | | | |

 Prissel-------------|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Seepage |1.00

 | Poor filtering |1.00 | Depth to |1.00

 | capacity | | saturated zone |

 | Slope |1.00 | |

 | | | |

555A: | | | |

 Fordum, frequently | | | |

 flooded------------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Poor filtering |1.00 | saturated zone |

 | capacity | | Ponding |1.00

 | Ponding |1.00 | |

 | | | |

561B: | | | |

 Tarr----------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | | | |

566A: | | | |

 Tint----------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Depth to |0.71

 | Depth to |1.00 | saturated zone |

 | saturated zone | | |

 | | | |

573B: | | | |

 Plainbo, sand sheet |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Poor filtering |1.00 | bedrock |

 | capacity | | Seepage |1.00

 | | | |

573C: | | | |

 Plainbo, sand sheet |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Poor filtering |1.00 | bedrock |

 | capacity | | Seepage |1.00

 | Slope |0.37 | Slope |1.00

 | | | |

588A: | | | |

 Meehan, valley train|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Poor filtering |1.00 | saturated zone |

 | capacity | | |

 | | | |
352 Soil Survey of

Table 20a.--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 | _________________________________________________________________________

 | | | |

589A: | | | |

 Newson, undrained---|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Poor filtering |1.00 | saturated zone |

 | capacity | | |

 | | | |

601C: | | | |

 Beavercreek---------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Content of large |0.35 | Seepage |1.00

 | stones | | Slope |1.00

 | | | Content of large |0.30

 | | | stones |

 | | | |

616B: | | | |

 Chaseburg-----------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Restricted |0.46 | Seepage |0.53

 | permeability | | Slope |0.08

 | | | |

619A: | | | |

 Vancecreek, | | | |

 undrained----------|Very limited | |Very limited |

 | Flooding |1.00 | Ponding |1.00

 | Ponding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |0.46 | Seepage |0.53

 | permeability | | |

 | | | |

626A: | | | |

 Arenzville----------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |0.71

 | saturated zone | | saturated zone |

 | Restricted |0.46 | Seepage |0.53

 | permeability | | |

 | | | |

628A: | | | |

 Orion---------------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |0.46 | Seepage |0.53

 | permeability | | |

 | | | |

629A: | | | |

 Ettrick, undrained--|Very limited | |Very limited |

 | Flooding |1.00 | Ponding |1.00

 | Ponding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |1.00

 | permeability | | |

 | | | |
Dunn County, Wisconsin 353

Table 20a.--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 | _________________________________________________________________________

 | | | |

636A: | | | |

 Quarderer-----------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |0.71

 | saturated zone | | saturated zone |

 | Restricted |0.46 | Seepage |0.53

 | permeability | | |

 | | | |

646A: | | | |

 Dunnbot-------------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Depth to |0.71

 | Depth to |1.00 | saturated zone |

 | saturated zone | | |

 | | | |

656A: | | | |

 Scotah--------------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Depth to |0.71

 | Depth to |1.00 | saturated zone |

 | saturated zone | | |

 | | | |

766A: | | | |

 Moppet, occasionally| | | |

 flooded------------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Poor filtering |1.00 | saturated zone |

 | capacity | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

804B2: | | | |

 Arland, dissected---|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | | | bedrock |

 | | | Seepage |1.00

 | | | Slope |0.32

 | | | |

804C2: | | | |

 Arland, dissected---|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |0.04 | bedrock |

 | | | Slope |1.00

 | | | Seepage |1.00

 | | | |

804D: | | | |

 Arland, dissected---|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |1.00 | bedrock |

 | | | Slope |1.00

 | | | Seepage |1.00

 | | | |

814D2: | | | |

 Renova, dissected---|Very limited | |Very limited |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |0.28

 | Slope |1.00 | |

 | | | |
354 Soil Survey of

Table 20a.--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 | _________________________________________________________________________

 | | | |

816B2: | | | |

 Vlasaty, dissected--|Very limited | |Somewhat limited |

 | Depth to |1.00 | Slope |0.32

 | saturated zone | | Seepage |0.28

 | Restricted |1.00 | Depth to |0.25

 | permeability | | saturated zone |

 | | | |

 | | | |

816C2: | | | |

 Vlasaty, dissected--|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Seepage |0.28

 | Restricted |1.00 | Depth to |0.25

 | permeability | | saturated zone |

 | Slope |0.04 | |

 | | | |

826B2: | | | |

 Hersey--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |0.72 | Seepage |0.53

 | permeability | | Slope |0.32

 | | | |

826C2: | | | |

 Hersey--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |0.72 | Slope |1.00

 | permeability | | Seepage |0.53

 | Slope |0.04 | |

 | | | |

828B: | | | |

 Vasa----------------|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | Flooding |0.40

 | Restricted |1.00 | Slope |0.08

 | permeability | | Depth to |0.01

 | Flooding |0.40 | saturated zone |

 | | | |

 | | | |

836B2: | | | |

 Spencer, dissected--|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | Slope |0.32

 | | | |

836C2: | | | |

 Spencer, dissected--|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |0.53

 | Slope |0.04 | |

 | | | |
Dunn County, Wisconsin 355

Table 20a.--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 | _________________________________________________________________________

 | | | |

838B: | | | |

 Almena, dissected---|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | Flooding |0.40

 | Restricted |1.00 | Slope |0.08

 | permeability | | Depth to |0.01

 | Flooding |0.40 | saturated zone |

 | | | |

870B2: | | | |

 Santiago, dissected |Very limited | |Somewhat limited |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | Slope |0.32

 | | | |

870C2: | | | |

 Santiago, dissected |Very limited | |Very limited |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |0.53

 | Slope |0.04 | |

 | | | |

875B: | | | |

 Amery, dissected----|Very limited | |Very limited |

 | Restricted |1.00 | Seepage |1.00

 | permeability | | Slope |0.32

 | | | |

875C2: | | | |

 Amery, dissected----|Very limited | |Very limited |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |1.00

 | Slope |0.04 | |

 | | | |

875D: | | | |

 Amery, dissected----|Very limited | |Very limited |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |1.00

 | Slope |1.00 | |

 | | | |

1125F: | | | |

 Dorerton------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Poor filtering |1.00 | Seepage |1.00

 | capacity | | Depth to hard |0.01

 | Restricted |0.72 | bedrock |

 | permeability | | |

 | Depth to bedrock |0.38 | |

 | Content of large |0.03 | |

 | stones | | |

 | | | |

 Elbaville-----------|Very limited | |Very limited |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |1.00

 | Slope |1.00 | |

 | Poor filtering |1.00 | |

 | capacity | | |

 | Depth to bedrock |0.01 | |

 | | | |

1145F: | | | |

 Gaphill-------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Depth to bedrock |0.25 | |

 | | | |
356 Soil Survey of

Table 20a.--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 | _________________________________________________________________________

 | | | |

1145F: | | | |

 Rockbluff-----------|Very limited | |Very limited |

 | Poor filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Depth to bedrock |0.25 | |

 | | | |

1224F: | | | |

 Boone---------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Poor filtering |1.00 | bedrock |

 | capacity | | Slope |1.00

 | Slope |1.00 | Seepage |1.00

 | | | |

 Elevasil------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |1.00 | bedrock |

 | Poor filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | | | |

1233F: | | | |

 Boone---------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Poor filtering |1.00 | bedrock |

 | capacity | | Slope |1.00

 | Slope |1.00 | Seepage |1.00

 | | | |

 Tarr----------------|Very limited | |Very limited |

 | Poor filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | | | |

1275F: | | | |

 Hayriver------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |1.00 | bedrock |

 | | | Slope |1.00

 | | | Seepage |1.00

 | | | |

 Twinmound-----------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Poor filtering |1.00 | bedrock |

 | capacity | | Slope |1.00

 | Slope |1.00 | Seepage |1.00

 | | | |

1648A: | | | |

 Northbend-----------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Poor filtering |1.00 | saturated zone |

 | capacity | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |
Dunn County, Wisconsin 357

Table 20a.--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 | _________________________________________________________________________

 | | | |

1648A: | | | |

 Ettrick, flood | | | |

 plain, undrained---|Very limited | |Very limited |

 | Flooding |1.00 | Ponding |1.00

 | Ponding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |1.00

 | permeability | | |

 | | | |

1658A: | | | |

 Algansee------------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Poor filtering |1.00 | saturated zone |

 | capacity | | |

 | | | |

 Kalmarville, | | | |

 undrained----------|Very limited | |Very limited |

 | Flooding |1.00 | Ponding |1.00

 | Ponding |1.00 | Flooding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Poor filtering |1.00 | saturated zone |

 | capacity | | |

 | | | |

2002: | | | |

 Udorthents, earthen | | | |

 dams---------------|Not rated | |Not rated |

 | | | |

2003A: | | | |

 Riverwash-----------|Not rated | |Not rated |

 | | | |

2013: | | | |

 Pits, gravel--------|Not rated | |Not rated |

 | | | |

2014: | | | |

 Pits, quarry, hard | | | |

 bedrock------------|Not rated | |Not rated |

 | | | |

2016: | | | |

 Pits, quarry, soft | | | |

 bedrock------------|Not rated | |Not rated |

 | | | |

2030: | | | |

 Udorthents, cut or | | | |

 fill---------------|Not rated | |Not rated |

 | | | |

 Udipsamments, cut or| | | |

 fill---------------|Not rated | |Not rated |

 | | | |

2050: | | | |

 Landfill------------|Not rated | |Not rated |

 | | | |
358 Soil Survey of

Table 20a.--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 |

 | | | | _________________________________________________________________________
Dunn County, Wisconsin 359

Table 20b.--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 | ___________________________________________________________________________________________________

 | | | | | |

11A: | | | | | |

 Markey, flood plain,| | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Ponding |1.00

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Ponding |1.00 | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |0.50

 | Too sandy |1.00 | | | |

 | | | | | |

20A: | | | | | |

 Palms, undrained----|Not rated | |Very limited | |Not rated |

 | | | Ponding |1.00 | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Seepage |1.00 | |

 | | | | | |

 Houghton, undrained |Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00 | Depth to |1.00

 | Ponding |1.00 | saturated zone | | saturated zone |

 | Content of |1.00 | Seepage |1.00 | Content of |1.00

 | organic matter | | | | organic matter |

 | Seepage |1.00 | | | Seepage |0.16

 | | | | | |

40A: | | | | | |

 Markey, undrained---|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00 | Depth to |1.00

 | Ponding |1.00 | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

 Seelyeville, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00 | Depth to |1.00

 | Ponding |1.00 | saturated zone | | saturated zone |

 | Content of |1.00 | Seepage |1.00 | Content of |1.00

 | organic matter | | | | organic matter |

 | Seepage |1.00 | | | Seepage |0.16

 | | | | | |

45A: | | | | | |

 Seelyeville, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00 | Depth to |1.00

 | Ponding |1.00 | saturated zone | | saturated zone |

 | Content of |1.00 | Seepage |1.00 | Content of |1.00

 | organic matter | | | | organic matter |

 | Seepage |1.00 | | | Seepage |0.16

 | | | | | |
360 Soil Survey of

Table 20b.--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 | ___________________________________________________________________________________________________

 | | | | | |

45A: | | | | | |

 Cathro, undrained---|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00 | Depth to |1.00

 | Ponding |1.00 | saturated zone | | saturated zone |

 | Content of |1.00 | Seepage |1.00 | Content of |1.00

 | organic matter | | | | organic matter |

 | | | | | |

101B: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

101C: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.04 | Seepage |1.00

 | Slope |0.04 | | | Slope |0.04

 | | | | | |

101E: | | | | | |

 Menahga, valley | | | | | |

 train--------------|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

 | | | | | |

115B2: | | | | | |

 Seaton--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

115C2: | | | | | |

 Seaton--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | |

115D2: | | | | | |

 Seaton--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

115E2: | | | | | |

 Seaton--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

116C2: | | | | | |

 Churchtown----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | |

116D2: | | | | | |

 Churchtown----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

116E2: | | | | | |

 Churchtown----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

125B2: | | | | | |

 Pepin---------------|Very limited | |Not limited | |Not limited |

 | Depth to bedrock |1.00 | | | |

 | | | | | |
Dunn County, Wisconsin 361

Table 20b.--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 | ___________________________________________________________________________________________________

 | | | | | |

125C2: | | | | | |

 Pepin---------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to bedrock |1.00 | Slope |0.04 | Slope |0.04

 | Slope |0.04 | | | |

 | | | | | |

125D2: | | | | | |

 Pepin---------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Slope |1.00 | Slope |1.00

 | Slope |1.00 | | | |

 | | | | | |

125E2: | | | | | |

 Pepin---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to bedrock |1.00 | | | |

 | | | | | |

135C2: | | | | | |

 Wickware------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Seepage |1.00 | Slope |0.04 | Slope |0.04

 | Slope |0.04 | | | |

 | | | | | |

135D2: | | | | | |

 Wickware------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | | | |

 | | | | | |

135E2: | | | | | |

 Wickware------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | | | |

 | | | | | |

136B: | | | | | |

 Doritty-------------|Very limited | |Not limited | |Not limited |

 | Seepage |1.00 | | | |

 | | | | | |

136C2: | | | | | |

 Doritty-------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Seepage |1.00 | Slope |0.04 | Slope |0.04

 | Slope |0.04 | | | |

 | | | | | |

144B2: | | | | | |

 NewGlarus-----------|Very limited | |Somewhat limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |0.42 | Too clayey |1.00

 | Too clayey |1.00 | | | Hard to compact |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

144C2: | | | | | |

 NewGlarus-----------|Very limited | |Somewhat limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |0.42 | Too clayey |1.00

 | Too clayey |1.00 | Slope |0.04 | Hard to compact |1.00

 | Slope |0.04 | | | Depth to bedrock |0.42

 | | | | | Slope |0.04

 | | | | | |

144D2: | | | | | |

 NewGlarus-----------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Slope |1.00 | Too clayey |1.00

 | Too clayey |1.00 | Depth to bedrock |0.42 | Hard to compact |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |
362 Soil Survey of

Table 20b.--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 | ___________________________________________________________________________________________________

 | | | | | |

144E2: | | | | | |

 NewGlarus-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |0.42 | Too clayey |1.00

 | Too clayey |1.00 | | | Hard to compact |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

161E: | | | | | |

 Fivepoints----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Slope |1.00

 | | | Seepage |1.00 | Seepage |0.22

 | | | | | Gravel content |0.01

 | | | | | |

208A: | | | | | |

 Siouxcreek----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to bedrock |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Depth to bedrock |1.00 | Seepage |1.00 | saturated zone |

 | | | Depth to bedrock |1.00 | Seepage |0.52

 | | | | | |

213B2: | | | | | |

 Hixton--------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |1.00

 | | | Depth to bedrock |1.00 | Seepage |0.22

 | | | | | |

213C2: | | | | | |

 Hixton--------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |1.00

 | Slope |0.04 | Depth to bedrock |1.00 | Seepage |0.22

 | | | Slope |0.04 | Slope |0.04

 | | | | | |

224B: | | | | | |

 Elevasil------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |1.00

 | Seepage |1.00 | Depth to bedrock |1.00 | Seepage |0.22

 | | | | | |

224C2: | | | | | |

 Elevasil------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |1.00

 | Seepage |1.00 | Depth to bedrock |1.00 | Seepage |0.22

 | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | |

224D2: | | | | | |

 Elevasil------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |1.00

 | Slope |1.00 | Depth to bedrock |1.00 | Slope |1.00

 | Seepage |1.00 | Slope |1.00 | Seepage |0.22

 | | | | | |

224E2: | | | | | |

 Elevasil------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Seepage |1.00 | Slope |1.00

 | Seepage |1.00 | Depth to bedrock |1.00 | Seepage |0.22

 | | | | | |

233C: | | | | | |

 Boone---------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |1.00

 | Seepage |1.00 | Depth to bedrock |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.37 | Seepage |1.00

 | Slope |0.37 | | | Slope |0.37

 | | | | | |
Dunn County, Wisconsin 363

Table 20b.--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 | ___________________________________________________________________________________________________

 | | | | | |

243B2: | | | | | |

 Hixton, thin solum--|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |0.22

 | | | | | |

243C2: | | | | | |

 Hixton, thin solum--|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |0.22

 | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | |

244B: | | | | | |

 Elkmound------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Seepage |1.00 | | | |

 | | | | | |

244C2: | | | | | |

 Elkmound------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Seepage |1.00 | Slope |0.04 | Slope |0.04

 | Slope |0.04 | | | |

 | | | | | |

244D2: | | | | | |

 Elkmound------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | | | |

 | | | | | |

254B2: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | Seepage |1.00 | Seepage |0.21

 | | | | | |

254C2: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Slope |0.04 | Seepage |1.00 | Seepage |0.21

 | | | Slope |0.04 | Slope |0.04

 | | | | | |

254D2: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Seepage |1.00 | Seepage |0.21

 | | | | | |

254E2: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Slope |1.00

 | | | Seepage |1.00 | Seepage |0.21

 | | | | | |

254F: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Slope |1.00

 | | | Seepage |1.00 | Seepage |0.21

 | | | | | |

255B2: | | | | | |

 Urne----------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |0.22

 | | | | | |
364 Soil Survey of

Table 20b.--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 | ___________________________________________________________________________________________________

 | | | | | |

255C2: | | | | | |

 Urne----------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |0.22

 | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | |

255D2: | | | | | |

 Urne----------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |0.22

 | | | | | |

255E2: | | | | | |

 Urne----------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |0.22

 | | | | | |

255F: | | | | | |

 Urne----------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |0.22

 | | | | | |

265B: | | | | | |

 Garne---------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |1.00

 | Seepage |1.00 | Depth to bedrock |1.00 | Seepage |1.00

 | Too sandy |1.00 | | | Too sandy |0.50

 | | | | | |

265C: | | | | | |

 Garne---------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |1.00

 | Seepage |1.00 | Depth to bedrock |1.00 | Seepage |1.00

 | Too sandy |1.00 | Slope |0.04 | Too sandy |0.50

 | Slope |0.04 | | | Slope |0.04

 | | | | | |

266B: | | | | | |

 Hiles---------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

268A: | | | | | |

 Kert----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to bedrock |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | saturated zone |

 | | | | | |

269A: | | | | | |

 Veedum, undrained---|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Depth to bedrock |1.00

 | saturated zone | | Depth to |1.00 | Ponding |1.00

 | Ponding |1.00 | saturated zone | | Depth to |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | saturated zone |

 | | | | | |

273B2: | | | | | |

 Dobie---------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | Seepage |1.00 | |

 | | | | | |
Dunn County, Wisconsin 365

Table 20b.--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 | ___________________________________________________________________________________________________

 | | | | | |

273B2: | | | | | |

 Hixton, frigid------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |1.00

 | | | Depth to bedrock |1.00 | Seepage |0.22

 | | | | | |

273C2: | | | | | |

 Dobie---------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Slope |0.04 | Seepage |1.00 | Slope |0.04

 | | | Slope |0.04 | |

 | | | | | |

 Hixton, frigid------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |1.00

 | Slope |0.04 | Depth to bedrock |1.00 | Seepage |0.22

 | | | Slope |0.04 | Slope |0.04

 | | | | | |

273D2: | | | | | |

 Dobie---------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Seepage |1.00 | |

 | | | | | |

 Hixton, frigid------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |1.00

 | Slope |1.00 | Depth to bedrock |1.00 | Slope |1.00

 | | | Slope |1.00 | Seepage |0.22

 | | | | | |

273E2: | | | | | |

 Dobie---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Slope |1.00

 | | | Seepage |1.00 | |

 | | | | | |

 Hixton, frigid------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Seepage |1.00 | Slope |1.00

 | | | Depth to bedrock |1.00 | Seepage |0.22

 | | | | | |

275B2: | | | | | |

 Hayriver------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |0.22

 | | | | | |

 Elevasil, frigid----|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |1.00

 | Seepage |1.00 | Depth to bedrock |1.00 | Seepage |0.22

 | | | | | |

275C2: | | | | | |

 Hayriver------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |0.22

 | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | |

 Elevasil, frigid----|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |1.00

 | Seepage |1.00 | Depth to bedrock |1.00 | Seepage |0.22

 | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | |
366 Soil Survey of

Table 20b.--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 | ___________________________________________________________________________________________________

 | | | | | |

275D2: | | | | | |

 Hayriver------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |0.22

 | | | | | |

 Elevasil, frigid----|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |1.00

 | Slope |1.00 | Depth to bedrock |1.00 | Slope |1.00

 | Seepage |1.00 | Slope |1.00 | Seepage |0.22

 | | | | | |

276B: | | | | | |

 Humbird, loamy | | | | | |

 subsoil------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to |1.00 | Depth to |1.00 | Hard to compact |1.00

 | saturated zone | | saturated zone | | Depth to |0.86

 | | | | | saturated zone |

 | | | | | |

278A: | | | | | |

 Merrillan, loamy | | | | | |

 subsoil------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to bedrock |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Seepage |0.22

 | | | | | |

282C: | | | | | |

 Twinmound-----------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |1.00

 | Seepage |1.00 | Depth to bedrock |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.37 | Seepage |1.00

 | Slope |0.37 | | | Slope |0.37

 | | | | | |

282F: | | | | | |

 Twinmound-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Seepage |1.00 | Slope |1.00

 | Seepage |1.00 | Depth to bedrock |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

313D2: | | | | | |

 Plumcreek-----------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Slope |1.00 | Too sandy |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | |

313F: | | | | | |

 Plumcreek-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too clayey |0.50 | | | Too clayey |0.50

 | | | | | |

316B2: | | | | | |

 Ella----------------|Not limited | |Not limited | |Not limited |

 | | | | | |

316C2: | | | | | |

 Ella----------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | |
Dunn County, Wisconsin 367

Table 20b.--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 | ___________________________________________________________________________________________________

 | | | | | |

318A: | | | | | |

 Bearpen-------------|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 |0.40 | Flooding |0.40 | |

 | | | | | |

349A: | | | | | |

 Rib, valley train, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00 | Depth to |1.00

 | Ponding |1.00 | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

378A: | | | | | |

 Poskin, valley train|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 |

 | | | | | |

403A: | | | | | |

 Dakota--------------|Very limited | |Very limited | |Not limited |

 | Seepage |1.00 | Seepage |1.00 | |

 | | | | | |

413A: | | | | | |

 Rasset--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |1.00 | | | Too sandy |0.50

 | | | | | |

413B: | | | | | |

 Rasset--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |1.00 | | | Too sandy |0.50

 | | | | | |

416A: | | | | | |

 Menomin-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | saturated zone | | Too sandy |0.50

 | Seepage |1.00 | Seepage |1.00 | |

 | Too sandy |1.00 | | | |

 | | | | | |

423A: | | | | | |

 Meridian------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

423B2: | | | | | |

 Meridian------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

423C2: | | | | | |

 Meridian------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.04 | Seepage |1.00

 | Slope |0.04 | | | Slope |0.04

 | | | | | |
368 Soil Survey of

Table 20b.--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 | ___________________________________________________________________________________________________

 | | | | | |

428A: | | | | | |

 Shiffer-------------|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 | Flooding |0.40 | saturated zone |

 | Flooding |0.40 | | | |

 | | | | | |

429A: | | | | | |

 Lows, undrained-----|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00 | Depth to |1.00

 | Ponding |1.00 | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Flooding |0.40 | Seepage |1.00

 | Flooding |0.40 | | | |

 | | | | | |

432A: | | | | | |

 Kevilar-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |0.22

 | | | | | |

432B: | | | | | |

 Kevilar-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |0.22

 | | | | | |

432C2: | | | | | |

 Kevilar-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.04 | Seepage |0.22

 | Slope |0.04 | | | Slope |0.04

 | | | | | |

432D2: | | | | | |

 Kevilar-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Seepage |1.00 | Slope |1.00

 | Seepage |1.00 | Slope |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |0.22

 | | | | | |

433A: | | | | | |

 Forkhorn------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.01

 | | | | | |

433B: | | | | | |

 Forkhorn------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.01

 | | | | | |

433C2: | | | | | |

 Forkhorn------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.04 | Seepage |1.00

 | Slope |0.04 | | | Slope |0.04

 | | | | | Gravel content |0.01

 | | | | | |
Dunn County, Wisconsin 369

Table 20b.--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 | ___________________________________________________________________________________________________

 | | | | | |

433D2: | | | | | |

 Forkhorn------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |1.00 | Seepage |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | Gravel content |0.01

 | | | | | |

434B: | | | | | |

 Bilson--------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Seepage |1.00 | Seepage |0.22

 | | | | | |

436A: | | | | | |

 Rusktown------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | |

 | Too sandy |1.00 | | | |

 | | | | | |

438A: | | | | | |

 Hoopeston-----------|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 |

 | | | | | |

453A: | | | | | |

 Burkhardt-----------|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 |0.29

 | | | | | |

453B: | | | | | |

 Burkhardt-----------|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 |0.29

 | | | | | |

454B: | | | | | |

 Chetek, kame terrace|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.07

 | | | | | |

454C2: | | | | | |

 Chetek, kame terrace|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.04 | Seepage |1.00

 | Slope |0.04 | | | Gravel content |0.07

 | | | | | Slope |0.04

 | | | | | |

454D2: | | | | | |

 Chetek, kame terrace|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 |0.07

 | | | | | |
370 Soil Survey of

Table 20b.--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 | ___________________________________________________________________________________________________

 | | | | | |

454E: | | | | | |

 Chetek, kame terrace|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.08

 | | | | | |

468A: | | | | | |

 Oesterle, valley | | | | | |

 train--------------|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 |

 | | | | | Gravel content |0.04

 | | | | | |

501A: | | | | | |

 Finchford-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.01

 | | | | | |

501B: | | | | | |

 Finchford-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.01

 | | | | | |

502B2: | | | | | |

 Chelsea-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

502C2: | | | | | |

 Chelsea-------------|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

 | | | | | |

506A: | | | | | |

 Komro---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | |

 | Too sandy |1.00 | | | |

 | | | | | |

508A: | | | | | |

 Farrington----------|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 |

 | | | | | |

510B: | | | | | |

 Boplain-------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |1.00

 | Seepage |1.00 | Depth to bedrock |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |
Dunn County, Wisconsin 371

Table 20b.--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 | ___________________________________________________________________________________________________

 | | | | | |

510C: | | | | | |

 Boplain-------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |1.00

 | Seepage |1.00 | Depth to bedrock |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.37 | Seepage |1.00

 | Slope |0.37 | | | Slope |0.37

 | | | | | |

511A: | | | | | |

 Plainfield----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

511B: | | | | | |

 Plainfield----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

511C: | | | | | |

 Plainfield----------|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

 | | | | | |

511F: | | | | | |

 Plainfield----------|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

 | | | | | |

512B: | | | | | |

 Drammen-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

512C: | | | | | |

 Drammen-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.04 | Seepage |1.00

 | Slope |0.04 | | | Slope |0.04

 | | | | | |

512D: | | | | | |

 Drammen-------------|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

 | | | | | |

516A: | | | | | |

 Aldo----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | |

 | Too sandy |1.00 | | | |

 | | | | | |

546A: | | | | | |

 Prissel-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |1.00 | Depth to |0.47 | Too sandy |0.50

 | Depth to |0.47 | saturated zone | | Depth to |0.11

 | saturated zone | | | | saturated zone |

 | | | | | |
372 Soil Survey of

Table 20b.--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 | ___________________________________________________________________________________________________

 | | | | | |

546B: | | | | | |

 Prissel-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |1.00 | Depth to |0.47 | Too sandy |0.50

 | Depth to |0.47 | saturated zone | | Depth to |0.11

 | saturated zone | | | | saturated zone |

 | | | | | |

546C: | | | | | |

 Prissel-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |1.00 | Depth to |0.47 | Too sandy |0.50

 | Depth to |0.47 | saturated zone | | Slope |0.37

 | saturated zone | | Slope |0.37 | Depth to |0.11

 | Slope |0.37 | | | saturated zone |

 | | | | | |

546F: | | | | | |

 Prissel-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |1.00 | Depth to |0.47 | Too sandy |0.50

 | Depth to |0.47 | saturated zone | | Depth to |0.11

 | saturated zone | | | | saturated zone |

 | | | | | |

555A: | | | | | |

 Fordum, frequently | | | | | |

 flooded------------|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

 | Ponding |1.00 | Ponding |1.00 | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Ponding |1.00

 | Too sandy |1.00 | | | Gravel content |0.03

 | | | | | |

561B: | | | | | |

 Tarr----------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

566A: | | | | | |

 Tint----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | |

 | Too sandy |1.00 | | | |

 | | | | | |

573B: | | | | | |

 Plainbo, sand sheet |Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |1.00

 | Seepage |1.00 | Depth to bedrock |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

573C: | | | | | |

 Plainbo, sand sheet |Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |1.00

 | Seepage |1.00 | Depth to bedrock |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.37 | Seepage |1.00

 | Slope |0.37 | | | Slope |0.37

 | | | | | |
Dunn County, Wisconsin 373

Table 20b.--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 | ___________________________________________________________________________________________________

 | | | | | |

588A: | | | | | |

 Meehan, valley train|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 |

 | | | | | |

589A: | | | | | |

 Newson, undrained---|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00 | Depth to |1.00

 | Ponding |1.00 | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

601C: | | | | | |

 Beavercreek---------|Very limited | |Very limited | |Somewhat limited |

 | Flooding |1.00 | Flooding |1.00 | Content of large |0.59

 | Seepage |1.00 | Seepage |1.00 | stones |

 | Content of large |0.59 | | | Seepage |0.52

 | stones | | | | |

 | | | | | |

616B: | | | | | |

 Chaseburg-----------|Very limited | |Very limited | |Not limited |

 | Flooding |1.00 | Flooding |1.00 | |

 | | | | | |

619A: | | | | | |

 Vancecreek, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Ponding |1.00

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Ponding |1.00 | saturated zone | | |

 | | | | | |

626A: | | | | | |

 Arenzville----------|Very limited | |Very limited | |Not limited |

 | Flooding |1.00 | Flooding |1.00 | |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | | | | | |

628A: | | | | | |

 Orion---------------|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 | | |

 | | | | | |

629A: | | | | | |

 Ettrick, undrained--|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Ponding |1.00

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Ponding |1.00 | saturated zone | | Seepage |0.22

 | Seepage |1.00 | Seepage |1.00 | |

 | | | | | |

636A: | | | | | |

 Quarderer-----------|Very limited | |Very limited | |Not limited |

 | Flooding |1.00 | Flooding |1.00 | |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | | | | | |
374 Soil Survey of

Table 20b.--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 | ___________________________________________________________________________________________________

 | | | | | |

646A: | | | | | |

 Dunnbot-------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Seepage |1.00

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | |

 | Seepage |1.00 | Seepage |1.00 | |

 | Too sandy |1.00 | | | |

 | | | | | |

656A: | | | | | |

 Scotah--------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Too sandy |1.00

 | Depth to |1.00 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | saturated zone | | Gravel content |0.02

 | Seepage |1.00 | Seepage |1.00 | |

 | Too sandy |1.00 | | | |

 | | | | | |

766A: | | | | | |

 Moppet, occasionally| | | | | |

 flooded------------|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 | |

 | | | | | |

804B2: | | | | | |

 Arland, dissected---|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |0.22

 | | | | | |

804C2: | | | | | |

 Arland, dissected---|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |0.22

 | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | |

804D: | | | | | |

 Arland, dissected---|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |0.22

 | | | | | |

814D2: | | | | | |

 Renova, dissected---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

816B2: | | | | | |

 Vlasaty, dissected--|Very limited | |Very limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Too clayey |0.50 | | | Too clayey |0.50

 | | | | | |

816C2: | | | | | |

 Vlasaty, dissected--|Very limited | |Very limited | |Somewhat limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Too clayey |0.50 | Slope |0.04 | Too clayey |0.50

 | Slope |0.04 | | | Slope |0.04

 | | | | | |

826B2: | | | | | |

 Hersey--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.47 | Depth to |0.47 | Depth to |0.11

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |
Dunn County, Wisconsin 375

Table 20b.--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 | ___________________________________________________________________________________________________

 | | | | | |

826C2: | | | | | |

 Hersey--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.47 | Depth to |0.47 | Depth to |0.11

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | |

828B: | | | | | |

 Vasa----------------|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 |0.40 | Flooding |0.40 | |

 | | | | | |

836B2: | | | | | |

 Spencer, dissected--|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.47 | Depth to |0.47 | Depth to |0.11

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

836C2: | | | | | |

 Spencer, dissected--|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.47 | Depth to |0.47 | Depth to |0.11

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | |

838B: | | | | | |

 Almena, dissected---|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 |0.40 | Flooding |0.40 | |

 | | | | | |

870B2: | | | | | |

 Santiago, dissected |Not limited | |Not limited | |Not limited |

 | | | | | |

870C2: | | | | | |

 Santiago, dissected |Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | |

875B: | | | | | |

 Amery, dissected----|Not limited | |Very limited | |Not limited |

 | | | Seepage |1.00 | |

 | | | | | |

875C2: | | | | | |

 Amery, dissected----|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.04 | Seepage |1.00 | Slope |0.04

 | | | Slope |0.04 | |

 | | | | | |

875D: | | | | | |

 Amery, dissected----|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Seepage |1.00 | |

 | | | | | |

1125F: | | | | | |

 Dorerton------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to bedrock |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |1.00 | Depth to bedrock |0.01 | Too sandy |0.50

 | Content of large |0.29 | | | Content of large |0.29

 | stones | | | | stones |

 | | | | | Depth to bedrock |0.01

 | | | | | |
376 Soil Survey of

Table 20b.--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 | ___________________________________________________________________________________________________

 | | | | | |

1125F: | | | | | |

 Elbaville-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to bedrock |1.00 | Seepage |1.00 | Seepage |1.00

 | Seepage |1.00 | | | Content of large |0.01

 | Content of large |0.01 | | | stones |

 | stones | | | | |

 | | | | | |

1145F: | | | | | |

 Gaphill-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to bedrock |1.00 | Seepage |1.00 | Seepage |0.22

 | Seepage |1.00 | | | |

 | | | | | |

 Rockbluff-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to bedrock |1.00 | Seepage |1.00 | Too sandy |1.00

 | Seepage |1.00 | | | Seepage |1.00

 | Too sandy |1.00 | | | |

 | | | | | |

1224F: | | | | | |

 Boone---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Seepage |1.00 | Slope |1.00

 | Seepage |1.00 | Depth to bedrock |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

 Elevasil------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Seepage |1.00 | Slope |1.00

 | Seepage |1.00 | Depth to bedrock |1.00 | Seepage |0.22

 | | | | | |

1233F: | | | | | |

 Boone---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Seepage |1.00 | Slope |1.00

 | Seepage |1.00 | Depth to bedrock |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

 Tarr----------------|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

 | | | | | |

1275F: | | | | | |

 Hayriver------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |0.22

 | | | | | |

 Twinmound-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Seepage |1.00 | Slope |1.00

 | Seepage |1.00 | Depth to bedrock |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |
Dunn County, Wisconsin 377

Table 20b.--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 | ___________________________________________________________________________________________________

 | | | | | |

1648A: | | | | | |

 Northbend-----------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Too sandy |1.00

 | Depth to |1.00 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Seepage |1.00 | Seepage |1.00 | saturated zone |

 | Too sandy |1.00 | | | |

 | | | | | |

 Ettrick, flood | | | | | |

 plain, undrained---|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Ponding |1.00

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Ponding |1.00 | saturated zone | | Seepage |0.22

 | Seepage |1.00 | Seepage |1.00 | |

 | | | | | |

1658A: | | | | | |

 Algansee------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Too sandy |1.00

 | Depth to |1.00 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Seepage |1.00 | Seepage |1.00 | saturated zone |

 | Too sandy |1.00 | | | |

 | | | | | |

 Kalmarville, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Ponding |1.00

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Ponding |1.00 | saturated zone | | Seepage |0.22

 | Seepage |1.00 | Seepage |1.00 | |

 | | | | | |

2002: | | | | | |

 Udorthents, earthen | | | | | |

 dams---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2003A: | | | | | |

 Riverwash-----------|Not rated | |Not rated | |Not rated |

 | | | | | |

2013: | | | | | |

 Pits, gravel--------|Not rated | |Not rated | |Not rated |

 | | | | | |

2014: | | | | | |

 Pits, quarry, hard | | | | | |

 bedrock------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2016: | | | | | |

 Pits, quarry, soft | | | | | |

 bedrock------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2030: | | | | | |

 Udorthents, cut or | | | | | |

 fill---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Udipsamments, cut or| | | | | |

 fill---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2050: | | | | | |

 Landfill------------|Not rated | |Not rated | |Not rated |

 | | | | | |
378 Soil Survey of

Table 20b.--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 | ___________________________________________________________________________________________________

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
Dunn County, Wisconsin 379

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 | ___________________________________________________________________________________________________

 | | | | | |

11A: | | | | | |

 Markey, flood plain,| | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | 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

 | Runoff |0.40 | Low adsorption |1.00 | Too acid |0.07

 | | | | | |

20A: | | | | | |

 Palms, undrained----|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Runoff |0.40 | Low adsorption |1.00 | Too acid |0.07

 | Too acid |0.02 | Too acid |0.07 | |

 | | | | | |

 Houghton, undrained |Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Runoff |0.40 | Low adsorption |1.00 | Too acid |0.07

 | Too acid |0.02 | Too acid |0.07 | |

 | | | | | |

40A: | | | | | |

 Markey, undrained---|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Runoff |0.40 | Low adsorption |1.00 | Too acid |0.07

 | Too acid |0.02 | Too acid |0.07 | |

 | | | | | |

 Seelyeville, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Runoff |0.40 | Low adsorption |1.00 | Too acid |0.07

 | Too acid |0.02 | Too acid |0.07 | |

 | | | | | |

45A: | | | | | |

 Seelyeville, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Runoff |0.40 | Low adsorption |1.00 | Too acid |0.07

 | Too acid |0.02 | Too acid |0.07 | |

 | | | | | |
380 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 | ___________________________________________________________________________________________________

 | | | | | |

45A: | | | | | |

 Cathro, undrained---|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Runoff |0.40 | Low adsorption |1.00 | Too acid |0.07

 | Too acid |0.02 | Too acid |0.07 | |

 | | | | | |

101B: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Leaching |0.45 | Droughty |0.19 | Droughty |0.19

 | Droughty |0.19 | Too acid |0.07 | Too acid |0.07

 | Too acid |0.02 | | | |

 | | | | | |

101C: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Leaching |0.45 | Droughty |0.19 | Too steep for |1.00

 | Droughty |0.19 | Too acid |0.07 | surface |

 | Slope |0.04 | Slope |0.04 | application |

 | Too acid |0.02 | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Droughty |0.19

 | | | | | Too acid |0.07

 | | | | | |

101E: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Slope |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | Too acid |0.62 | Slope |1.00 | surface |

 | Leaching |0.45 | Too acid |1.00 | application |

 | Droughty |0.02 | Droughty |0.02 | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | Droughty |0.02

 | | | | | |

115B2: | | | | | |

 Seaton--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

115C2: | | | | | |

 Seaton--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Too steep for |1.00

 | | | | | surface |

 | | | | | application |

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |
Dunn County, Wisconsin 381

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 | ___________________________________________________________________________________________________

 | | | | | |

115D2: | | | | | |

 Seaton--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Too steep for |1.00

 | | | | | surface |

 | | | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

115E2: | | | | | |

 Seaton--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Too steep for |1.00

 | | | | | surface |

 | | | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

116C2: | | | | | |

 Churchtown----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Too acid |0.07 | Too steep for |1.00

 | Too acid |0.02 | Slope |0.04 | surface |

 | | | | | application |

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

116D2: | | | | | |

 Churchtown----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Too steep for |1.00

 | Too acid |0.02 | Too acid |0.07 | surface |

 | | | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

116E2: | | | | | |

 Churchtown----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Too steep for |1.00

 | Too acid |0.02 | Too acid |0.07 | surface |

 | | | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

125B2: | | | | | |

 Pepin---------------|Very limited | |Very limited | |Very limited |

 | Restricted |1.00 | Low adsorption |1.00 | Restricted |1.00

 | permeability | | Restricted |1.00 | permeability |

 | Too acid |0.02 | permeability | | Too steep for |0.08

 | | | Too acid |0.07 | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |
382 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 | ___________________________________________________________________________________________________

 | | | | | |

125C2: | | | | | |

 Pepin---------------|Very limited | |Very limited | |Very limited |

 | Restricted |1.00 | Low adsorption |1.00 | Restricted |1.00

 | permeability | | Restricted |1.00 | permeability |

 | Slope |0.04 | permeability | | Too steep for |1.00

 | Too acid |0.02 | Too acid |0.07 | surface |

 | | | Slope |0.04 | application |

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

125D2: | | | | | |

 Pepin---------------|Very limited | |Very limited | |Very limited |

 | Restricted |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | permeability | | Restricted |1.00 | surface |

 | Slope |1.00 | permeability | | application |

 | Too acid |0.02 | Slope |1.00 | Restricted |1.00

 | | | Too acid |0.07 | permeability |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

125E2: | | | | | |

 Pepin---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | Restricted |1.00 | Slope |1.00 | surface |

 | permeability | | Restricted |1.00 | application |

 | Too acid |0.02 | permeability | | Too steep for |1.00

 | | | Too acid |0.07 | sprinkler |

 | | | | | application |

 | | | | | Restricted |1.00

 | | | | | permeability |

 | | | | | Too acid |0.07

 | | | | | |

135C2: | | | | | |

 Wickware------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too acid |0.08 | Too acid |0.31 | Too steep for |1.00

 | Slope |0.04 | Slope |0.04 | surface |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

135D2: | | | | | |

 Wickware------------|Very limited | |Very limited | |Very limited |

 | 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

 | | | | | |
Dunn County, Wisconsin 383

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 | ___________________________________________________________________________________________________

 | | | | | |

135E2: | | | | | |

 Wickware------------|Very limited | |Very limited | |Very limited |

 | 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

 | | | | | |

136B: | | | | | |

 Doritty-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too acid |0.08 | Too acid |0.31 | Too acid |0.31

 | | | | | |

136C2: | | | | | |

 Doritty-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too acid |0.08 | Too acid |0.31 | Too steep for |1.00

 | Slope |0.04 | Slope |0.04 | surface |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

144B2: | | | | | |

 NewGlarus-----------|Very limited | |Very limited | |Very limited |

 | Restricted |1.00 | Low adsorption |1.00 | Restricted |1.00

 | permeability | | Restricted |1.00 | permeability |

 | Too acid |0.02 | permeability | | Too steep for |0.08

 | | | Too acid |0.07 | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

144C2: | | | | | |

 NewGlarus-----------|Very limited | |Very limited | |Very limited |

 | Restricted |1.00 | Low adsorption |1.00 | Restricted |1.00

 | permeability | | Restricted |1.00 | permeability |

 | Slope |0.04 | permeability | | Too steep for |1.00

 | Too acid |0.02 | Too acid |0.07 | surface |

 | | | Slope |0.04 | application |

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

144D2: | | | | | |

 NewGlarus-----------|Very limited | |Very limited | |Very limited |

 | Restricted |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | permeability | | Restricted |1.00 | surface |

 | Slope |1.00 | permeability | | application |

 | Too acid |0.02 | Slope |1.00 | Restricted |1.00

 | | | Too acid |0.07 | permeability |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |
384 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 | ___________________________________________________________________________________________________

 | | | | | |

144E2: | | | | | |

 NewGlarus-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | Restricted |1.00 | Slope |1.00 | surface |

 | permeability | | Restricted |1.00 | application |

 | Too acid |0.02 | permeability | | Too steep for |1.00

 | | | Too acid |0.07 | sprinkler |

 | | | | | application |

 | | | | | Restricted |1.00

 | | | | | permeability |

 | | | | | Too acid |0.07

 | | | | | |

161E: | | | | | |

 Fivepoints----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity | | capacity |

 | capacity | | Low adsorption |1.00 | Too steep for |1.00

 | Restricted |1.00 | Restricted |1.00 | surface |

 | permeability | | permeability | | application |

 | Too acid |0.62 | Slope |1.00 | Too steep for |1.00

 | Droughty |0.56 | Too acid |1.00 | sprinkler |

 | | | | | application |

 | | | | | Restricted |1.00

 | | | | | permeability |

 | | | | | Too acid |1.00

 | | | | | |

208A: | | | | | |

 Siouxcreek----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to bedrock |0.42 | Low adsorption |1.00 | Depth to bedrock |0.42

 | Too acid |0.08 | Depth to bedrock |0.42 | Too acid |0.31

 | Droughty |0.02 | Too acid |0.31 | Droughty |0.02

 | Filtering |0.01 | Droughty |0.02 | Filtering |0.01

 | capacity | | | | capacity |

 | | | | | |

213B2: | | | | | |

 Hixton--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to bedrock |0.42 | Low adsorption |1.00 | Depth to bedrock |0.42

 | Droughty |0.02 | Depth to bedrock |0.42 | Too steep for |0.08

 | Too acid |0.02 | Too acid |0.07 | surface |

 | | | Droughty |0.02 | application |

 | | | | | Too acid |0.07

 | | | | | Droughty |0.02

 | | | | | |

213C2: | | | | | |

 Hixton--------------|Somewhat limited | |Very limited | |Very limited |

 | Depth to bedrock |0.42 | Low adsorption |1.00 | Too steep for |1.00

 | Slope |0.04 | Depth to bedrock |0.42 | surface |

 | Droughty |0.02 | Too acid |0.07 | application |

 | Too acid |0.02 | Slope |0.04 | Depth to bedrock |0.42

 | | | Droughty |0.02 | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | Droughty |0.02

 | | | | | |
Dunn County, Wisconsin 385

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 | ___________________________________________________________________________________________________

 | | | | | |

224B: | | | | | |

 Elevasil------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Droughty |0.60 | Low adsorption |1.00 | Droughty |0.60

 | Depth to bedrock |0.42 | Droughty |0.60 | Depth to bedrock |0.42

 | Too acid |0.08 | Depth to bedrock |0.42 | Too acid |0.31

 | Filtering |0.01 | Too acid |0.31 | Too steep for |0.08

 | capacity | | Filtering |0.01 | surface |

 | | | capacity | | application |

 | | | | | Filtering |0.01

 | | | | | capacity |

 | | | | | |

224C2: | | | | | |

 Elevasil------------|Somewhat limited | |Very limited | |Very limited |

 | Droughty |0.60 | Low adsorption |1.00 | Too steep for |1.00

 | Depth to bedrock |0.42 | Droughty |0.60 | surface |

 | Too acid |0.08 | Depth to bedrock |0.42 | application |

 | Slope |0.04 | Too acid |0.31 | Droughty |0.60

 | Filtering |0.01 | Slope |0.04 | Depth to bedrock |0.42

 | capacity | | | | Too acid |0.31

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

224D2: | | | | | |

 Elevasil------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | Droughty |0.60 | Slope |1.00 | surface |

 | Depth to bedrock |0.42 | Droughty |0.60 | application |

 | Too acid |0.08 | Depth to bedrock |0.42 | Too steep for |1.00

 | Filtering |0.01 | Too acid |0.31 | sprinkler |

 | capacity | | | | application |

 | | | | | Droughty |0.60

 | | | | | Depth to bedrock |0.42

 | | | | | Too acid |0.31

 | | | | | |

224E2: | | | | | |

 Elevasil------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | Droughty |0.60 | Slope |1.00 | surface |

 | Depth to bedrock |0.42 | Droughty |0.60 | application |

 | Too acid |0.08 | Depth to bedrock |0.42 | Too steep for |1.00

 | Filtering |0.01 | Too acid |0.31 | sprinkler |

 | capacity | | | | application |

 | | | | | Droughty |0.60

 | | | | | Depth to bedrock |0.42

 | | | | | Too acid |0.31

 | | | | | |

233C: | | | | | |

 Boone---------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Droughty |1.00 | Droughty |1.00

 | capacity | | Filtering |1.00 | Filtering |1.00

 | Droughty |1.00 | capacity | | capacity |

 | Leaching |0.45 | Low adsorption |1.00 | Too steep for |1.00

 | Depth to bedrock |0.42 | Depth to bedrock |0.42 | surface |

 | Slope |0.37 | Slope |0.37 | application |

 | | | | | Too steep for |0.60

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Depth to bedrock |0.42

 | | | | | |
386 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 | ___________________________________________________________________________________________________

 | | | | | |

243B2: | | | | | |

 Hixton, thin solum--|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to bedrock |0.99 | Low adsorption |1.00 | Depth to bedrock |0.99

 | Droughty |0.72 | Depth to bedrock |0.99 | Droughty |0.72

 | | | Droughty |0.72 | |

 | | | | | |

243C2: | | | | | |

 Hixton, thin solum--|Somewhat limited | |Very limited | |Very limited |

 | Depth to bedrock |0.99 | Low adsorption |1.00 | Too steep for |1.00

 | Droughty |0.72 | Depth to bedrock |0.99 | surface |

 | Slope |0.04 | Droughty |0.72 | application |

 | | | Slope |0.04 | Depth to bedrock |0.99

 | | | | | Droughty |0.72

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

244B: | | | | | |

 Elkmound------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Droughty |1.00 | Droughty |1.00

 | Droughty |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Too acid |0.22 | Low adsorption |1.00 | Too acid |0.77

 | Too stony |0.19 | Too acid |0.77 | |

 | | | | | |

244C2: | | | | | |

 Elkmound------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Droughty |1.00 | Droughty |1.00

 | Droughty |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Too acid |0.22 | Low adsorption |1.00 | Too steep for |1.00

 | Too stony |0.19 | Too acid |0.77 | surface |

 | Slope |0.04 | Slope |0.04 | application |

 | | | | | Too acid |0.77

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

244D2: | | | | | |

 Elkmound------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Droughty |1.00 | Droughty |1.00

 | Droughty |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Slope |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | Too acid |0.22 | Slope |1.00 | surface |

 | Too stony |0.19 | Too acid |0.77 | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.77

 | | | | | |

254B2: | | | | | |

 Norden--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to bedrock |0.42 | Low adsorption |1.00 | Depth to bedrock |0.42

 | Too acid |0.02 | Depth to bedrock |0.42 | Too steep for |0.08

 | Droughty |0.01 | Too acid |0.07 | surface |

 | | | Droughty |0.01 | application |

 | | | | | Too acid |0.07

 | | | | | Droughty |0.01

 | | | | | |
Dunn County, Wisconsin 387

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 | ___________________________________________________________________________________________________

 | | | | | |

254C2: | | | | | |

 Norden--------------|Somewhat limited | |Very limited | |Very limited |

 | Depth to bedrock |0.42 | Low adsorption |1.00 | Too steep for |1.00

 | Slope |0.04 | Depth to bedrock |0.42 | surface |

 | Too acid |0.02 | Too acid |0.07 | application |

 | Droughty |0.01 | Slope |0.04 | Depth to bedrock |0.42

 | | | Droughty |0.01 | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | Droughty |0.01

 | | | | | |

254D2: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | Depth to bedrock |0.42 | Slope |1.00 | surface |

 | Too acid |0.02 | Depth to bedrock |0.42 | application |

 | Droughty |0.01 | Too acid |0.07 | Too steep for |1.00

 | | | Droughty |0.01 | sprinkler |

 | | | | | application |

 | | | | | Depth to bedrock |0.42

 | | | | | Too acid |0.07

 | | | | | Droughty |0.01

 | | | | | |

254E2: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | Depth to bedrock |0.42 | Slope |1.00 | surface |

 | Too acid |0.02 | Depth to bedrock |0.42 | application |

 | Droughty |0.01 | Too acid |0.07 | Too steep for |1.00

 | | | Droughty |0.01 | sprinkler |

 | | | | | application |

 | | | | | Depth to bedrock |0.42

 | | | | | Too acid |0.07

 | | | | | Droughty |0.01

 | | | | | |

254F: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity | | capacity |

 | capacity | | Low adsorption |1.00 | Too steep for |1.00

 | Too acid |0.62 | Slope |1.00 | surface |

 | Depth to bedrock |0.42 | Too acid |1.00 | application |

 | | | Depth to bedrock |0.42 | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

255B2: | | | | | |

 Urne----------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to bedrock |0.42 | Low adsorption |1.00 | Depth to bedrock |0.42

 | Droughty |0.23 | Depth to bedrock |0.42 | Droughty |0.23

 | Too acid |0.02 | Droughty |0.23 | Too steep for |0.08

 | | | Too acid |0.07 | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |
388 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 | ___________________________________________________________________________________________________

 | | | | | |

255C2: | | | | | |

 Urne----------------|Somewhat limited | |Very limited | |Very limited |

 | Depth to bedrock |0.42 | Low adsorption |1.00 | Too steep for |1.00

 | Droughty |0.23 | Depth to bedrock |0.42 | surface |

 | Slope |0.04 | Droughty |0.23 | application |

 | Too acid |0.02 | Too acid |0.07 | Depth to bedrock |0.42

 | | | Slope |0.04 | Droughty |0.23

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

255D2: | | | | | |

 Urne----------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | Depth to bedrock |0.42 | Slope |1.00 | surface |

 | Droughty |0.23 | Depth to bedrock |0.42 | application |

 | Too acid |0.02 | Droughty |0.23 | Too steep for |1.00

 | | | Too acid |0.07 | sprinkler |

 | | | | | application |

 | | | | | Depth to bedrock |0.42

 | | | | | Droughty |0.23

 | | | | | Too acid |0.07

 | | | | | |

255E2: | | | | | |

 Urne----------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | Depth to bedrock |0.42 | Slope |1.00 | surface |

 | Droughty |0.23 | Depth to bedrock |0.42 | application |

 | Too acid |0.02 | Droughty |0.23 | Too steep for |1.00

 | | | Too acid |0.07 | sprinkler |

 | | | | | application |

 | | | | | Depth to bedrock |0.42

 | | | | | Droughty |0.23

 | | | | | Too acid |0.07

 | | | | | |

255F: | | | | | |

 Urne----------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | Depth to bedrock |0.42 | Slope |1.00 | surface |

 | Droughty |0.27 | Depth to bedrock |0.42 | application |

 | Too acid |0.02 | Droughty |0.27 | Too steep for |1.00

 | | | Too acid |0.07 | sprinkler |

 | | | | | application |

 | | | | | Depth to bedrock |0.42

 | | | | | Droughty |0.27

 | | | | | Too acid |0.07

 | | | | | |

265B: | | | | | |

 Garne---------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Droughty |0.98 | Low adsorption |1.00 | Droughty |0.98

 | Leaching |0.45 | Droughty |0.98 | Depth to bedrock |0.42

 | Depth to bedrock |0.42 | Depth to bedrock |0.42 | Too steep for |0.08

 | Too acid |0.02 | Too acid |0.07 | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |
Dunn County, Wisconsin 389

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 | ___________________________________________________________________________________________________

 | | | | | |

265C: | | | | | |

 Garne---------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Droughty |0.98 | Low adsorption |1.00 | Too steep for |1.00

 | Leaching |0.45 | Droughty |0.98 | surface |

 | Depth to bedrock |0.42 | Depth to bedrock |0.42 | application |

 | Slope |0.04 | Too acid |0.07 | Droughty |0.98

 | | | | | Depth to bedrock |0.42

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

266B: | | | | | |

 Hiles---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Low adsorption |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Depth to bedrock |0.42 | saturated zone | | Depth to bedrock |0.42

 | Too acid |0.08 | Depth to bedrock |0.42 | Too acid |0.31

 | Droughty |0.02 | Too acid |0.31 | Droughty |0.02

 | | | Droughty |0.02 | |

 | | | | | |

268A: | | | | | |

 Kert----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to bedrock |0.42 | Low adsorption |1.00 | Depth to bedrock |0.42

 | Too acid |0.08 | Depth to bedrock |0.42 | Too acid |0.31

 | | | Too acid |0.31 | |

 | | | | | |

269A: | | | | | |

 Veedum, undrained---|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to bedrock |0.42 | Low adsorption |1.00 | Depth to bedrock |0.42

 | Runoff |0.40 | Depth to bedrock |0.42 | Too acid |0.07

 | Too acid |0.02 | Too acid |0.07 | |

 | | | | | |

273B2: | | | | | |

 Dobie---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to bedrock |0.42 | Low adsorption |1.00 | Depth to bedrock |0.42

 | Too acid |0.02 | Depth to bedrock |0.42 | Too steep for |0.08

 | | | Too acid |0.07 | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

 Hixton, frigid------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to bedrock |0.42 | Low adsorption |1.00 | Depth to bedrock |0.42

 | Too acid |0.02 | Depth to bedrock |0.42 | Too steep for |0.08

 | Droughty |0.01 | Too acid |0.07 | surface |

 | | | Droughty |0.01 | application |

 | | | | | Too acid |0.07

 | | | | | Droughty |0.01

 | | | | | |
390 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 | ___________________________________________________________________________________________________

 | | | | | |

273C2: | | | | | |

 Dobie---------------|Somewhat limited | |Very limited | |Very limited |

 | Depth to bedrock |0.42 | Low adsorption |1.00 | Too steep for |1.00

 | Slope |0.04 | Depth to bedrock |0.42 | surface |

 | Too acid |0.02 | Too acid |0.07 | application |

 | | | Slope |0.04 | Depth to bedrock |0.42

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

 Hixton, frigid------|Somewhat limited | |Very limited | |Very limited |

 | Depth to bedrock |0.42 | Low adsorption |1.00 | Too steep for |1.00

 | Slope |0.04 | Depth to bedrock |0.42 | surface |

 | Too acid |0.02 | Too acid |0.07 | application |

 | Droughty |0.01 | Slope |0.04 | Depth to bedrock |0.42

 | | | Droughty |0.01 | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | Droughty |0.01

 | | | | | |

273D2: | | | | | |

 Dobie---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | Depth to bedrock |0.42 | Slope |1.00 | surface |

 | Too acid |0.02 | Depth to bedrock |0.42 | application |

 | | | Too acid |0.07 | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Depth to bedrock |0.42

 | | | | | Too acid |0.07

 | | | | | |

 Hixton, frigid------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | Depth to bedrock |0.42 | Slope |1.00 | surface |

 | Too acid |0.02 | Depth to bedrock |0.42 | application |

 | Droughty |0.01 | Too acid |0.07 | Too steep for |1.00

 | | | Droughty |0.01 | sprinkler |

 | | | | | application |

 | | | | | Depth to bedrock |0.42

 | | | | | Too acid |0.07

 | | | | | Droughty |0.01

 | | | | | |

273E2: | | | | | |

 Dobie---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | Depth to bedrock |0.42 | Slope |1.00 | surface |

 | Too acid |0.02 | Depth to bedrock |0.42 | application |

 | | | Too acid |0.07 | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Depth to bedrock |0.42

 | | | | | Too acid |0.07

 | | | | | |
Dunn County, Wisconsin 391

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 | ___________________________________________________________________________________________________

 | | | | | |

273E2: | | | | | |

 Hixton, frigid------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | Depth to bedrock |0.42 | Slope |1.00 | surface |

 | Too acid |0.02 | Depth to bedrock |0.42 | application |

 | Droughty |0.01 | Too acid |0.07 | Too steep for |1.00

 | | | Droughty |0.01 | sprinkler |

 | | | | | application |

 | | | | | Depth to bedrock |0.42

 | | | | | Too acid |0.07

 | | | | | Droughty |0.01

 | | | | | |

275B2: | | | | | |

 Hayriver------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Droughty |0.47 | Low adsorption |1.00 | Droughty |0.47

 | Depth to bedrock |0.42 | Droughty |0.47 | Depth to bedrock |0.42

 | Too acid |0.08 | Depth to bedrock |0.42 | Too acid |0.31

 | | | Too acid |0.31 | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

 Elevasil, frigid----|Somewhat limited | |Very limited | |Somewhat limited |

 | Droughty |0.45 | Low adsorption |1.00 | Droughty |0.45

 | Depth to bedrock |0.42 | Droughty |0.45 | Depth to bedrock |0.42

 | Too acid |0.08 | Depth to bedrock |0.42 | Too acid |0.31

 | Filtering |0.01 | Too acid |0.31 | Too steep for |0.08

 | capacity | | Filtering |0.01 | surface |

 | | | capacity | | application |

 | | | | | Filtering |0.01

 | | | | | capacity |

 | | | | | |

275C2: | | | | | |

 Hayriver------------|Somewhat limited | |Very limited | |Very limited |

 | Droughty |0.47 | Low adsorption |1.00 | Too steep for |1.00

 | Depth to bedrock |0.42 | Droughty |0.47 | surface |

 | Too acid |0.08 | Depth to bedrock |0.42 | application |

 | Slope |0.04 | Too acid |0.31 | Droughty |0.47

 | | | Slope |0.04 | Depth to bedrock |0.42

 | | | | | Too acid |0.31

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

 Elevasil, frigid----|Somewhat limited | |Very limited | |Very limited |

 | Droughty |0.45 | Low adsorption |1.00 | Too steep for |1.00

 | Depth to bedrock |0.42 | Droughty |0.45 | surface |

 | Too acid |0.08 | Depth to bedrock |0.42 | application |

 | Slope |0.04 | Too acid |0.31 | Droughty |0.45

 | Filtering |0.01 | Slope |0.04 | Depth to bedrock |0.42

 | capacity | | | | Too acid |0.31

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |
392 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 | ___________________________________________________________________________________________________

 | | | | | |

275D2: | | | | | |

 Hayriver------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | Droughty |0.47 | Slope |1.00 | surface |

 | Depth to bedrock |0.42 | Droughty |0.47 | application |

 | Too acid |0.08 | Depth to bedrock |0.42 | Too steep for |1.00

 | | | Too acid |0.31 | sprinkler |

 | | | | | application |

 | | | | | Droughty |0.47

 | | | | | Depth to bedrock |0.42

 | | | | | Too acid |0.31

 | | | | | |

 Elevasil, frigid----|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | Droughty |0.45 | Slope |1.00 | surface |

 | Depth to bedrock |0.42 | Droughty |0.45 | application |

 | Too acid |0.08 | Depth to bedrock |0.42 | Too steep for |1.00

 | Filtering |0.01 | Too acid |0.31 | sprinkler |

 | capacity | | | | application |

 | | | | | Droughty |0.45

 | | | | | Depth to bedrock |0.42

 | | | | | Too acid |0.31

 | | | | | |

276B: | | | | | |

 Humbird, loamy | | | | | |

 subsoil------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Low adsorption |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Droughty |0.77 | saturated zone | | Droughty |0.77

 | Depth to bedrock |0.46 | Droughty |0.77 | Depth to bedrock |0.46

 | Too acid |0.08 | Depth to bedrock |0.46 | Too acid |0.31

 | | | Too acid |0.31 | |

 | | | | | |

278A: | | | | | |

 Merrillan, loamy | | | | | |

 subsoil------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Droughty |0.45 | Low adsorption |1.00 | Droughty |0.45

 | Depth to bedrock |0.42 | Droughty |0.45 | Depth to bedrock |0.42

 | Too acid |0.08 | Depth to bedrock |0.42 | Too acid |0.31

 | | | Too acid |0.31 | |

 | | | | | |

282C: | | | | | |

 Twinmound-----------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Droughty |1.00 | Droughty |1.00

 | capacity | | Filtering |1.00 | Filtering |1.00

 | Droughty |1.00 | capacity | | capacity |

 | Leaching |0.45 | Low adsorption |1.00 | Too steep for |1.00

 | Depth to bedrock |0.42 | Too acid |0.77 | surface |

 | Slope |0.37 | Depth to bedrock |0.42 | application |

 | | | | | Too acid |0.77

 | | | | | Too steep for |0.60

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |
Dunn County, Wisconsin 393

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 | ___________________________________________________________________________________________________

 | | | | | |

282F: | | | | | |

 Twinmound-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Droughty |1.00 | Droughty |1.00

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Droughty |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | Too acid |0.62 | Slope |1.00 | surface |

 | Leaching |0.45 | Too acid |1.00 | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | |

313D2: | | | | | |

 Plumcreek-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Too steep for |1.00

 | Too acid |0.02 | Too acid |0.07 | surface |

 | | | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

313F: | | | | | |

 Plumcreek-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Too steep for |1.00

 | Too acid |0.02 | Too acid |0.07 | surface |

 | | | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

316B2: | | | | | |

 Ella----------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too acid |0.02 | Too acid |0.07 | Too acid |0.07

 | | | | | |

316C2: | | | | | |

 Ella----------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Too acid |0.07 | Too steep for |1.00

 | Too acid |0.02 | Slope |0.04 | surface |

 | | | | | application |

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

318A: | | | | | |

 Bearpen-------------|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 |0.02 | Flooding |0.40 | Too acid |0.07

 | | | Too acid |0.07 | |

 | | | | | |
394 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 | ___________________________________________________________________________________________________

 | | | | | |

349A: | | | | | |

 Rib, valley train, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Runoff |0.40 | Too acid |0.31 | Too acid |0.31

 | Too acid |0.08 | | | |

 | | | | | |

378A: | | | | | |

 Poskin, valley train|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

 | | | | | |

403A: | | | | | |

 Dakota--------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Too acid |0.02 | Too acid |0.07 | Too acid |0.07

 | | | | | |

413A: | | | | | |

 Rasset--------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Too acid |0.02 | Too acid |0.07 | Too acid |0.07

 | | | | | |

413B: | | | | | |

 Rasset--------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Too acid |0.02 | Too acid |0.07 | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

416A: | | | | | |

 Menomin-------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Too acid |0.02 | Too acid |0.07 | Too acid |0.07

 | | | | | |

423A: | | | | | |

 Meridian------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Too acid |0.02 | Too acid |0.07 | Too acid |0.07

 | | | | | |

423B2: | | | | | |

 Meridian------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Too acid |0.02 | Too acid |0.07 | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |
Dunn County, Wisconsin 395

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 | ___________________________________________________________________________________________________

 | | | | | |

423C2: | | | | | |

 Meridian------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Slope |0.04 | Too acid |0.07 | Too steep for |1.00

 | Too acid |0.02 | Slope |0.04 | surface |

 | | | | | application |

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

428A: | | | | | |

 Shiffer-------------|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 |0.40 | |

 | | | | | |

429A: | | | | | |

 Lows, undrained-----|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Runoff |0.40 | Too acid |0.42 | Too acid |0.42

 | Too acid |0.11 | Flooding |0.40 | |

 | | | | | |

432A: | | | | | |

 Kevilar-------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Too acid |0.02 | Too acid |0.07 | Too acid |0.07

 | | | | | |

432B: | | | | | |

 Kevilar-------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Too acid |0.02 | Too acid |0.07 | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

432C2: | | | | | |

 Kevilar-------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Slope |0.04 | Too acid |0.07 | Too steep for |1.00

 | Too acid |0.02 | Slope |0.04 | surface |

 | | | | | application |

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |
396 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 | ___________________________________________________________________________________________________

 | | | | | |

432D2: | | | | | |

 Kevilar-------------|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 |0.02 | Too acid |0.07 | surface |

 | | | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

433A: | | | | | |

 Forkhorn------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Too acid |0.02 | Too acid |0.07 | Too acid |0.07

 | Droughty |0.01 | Droughty |0.01 | Droughty |0.01

 | | | | | |

433B: | | | | | |

 Forkhorn------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Too acid |0.02 | Too acid |0.07 | Too steep for |0.08

 | Droughty |0.01 | Droughty |0.01 | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | Droughty |0.01

 | | | | | |

433C2: | | | | | |

 Forkhorn------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Slope |0.04 | Too acid |0.07 | Too steep for |1.00

 | Too acid |0.02 | Slope |0.04 | surface |

 | Droughty |0.01 | Droughty |0.01 | application |

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | Droughty |0.01

 | | | | | |

433D2: | | | | | |

 Forkhorn------------|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 |0.02 | Too acid |0.07 | surface |

 | Droughty |0.01 | Droughty |0.01 | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | Droughty |0.01

 | | | | | |

434B: | | | | | |

 Bilson--------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Too acid |0.02 | Too acid |0.07 | Too acid |0.07

 | | | | | |
Dunn County, Wisconsin 397

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 | ___________________________________________________________________________________________________

 | | | | | |

436A: | | | | | |

 Rusktown------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Too acid |0.02 | Too acid |0.07 | Too acid |0.07

 | | | | | |

438A: | | | | | |

 Hoopeston-----------|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 |0.11 | Too acid |0.42 | Too acid |0.42

 | | | | | |

453A: | | | | | |

 Burkhardt-----------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Droughty |0.34 | Too acid |0.42 | Too acid |0.42

 | Too acid |0.11 | Droughty |0.34 | Droughty |0.34

 | | | | | |

453B: | | | | | |

 Burkhardt-----------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Droughty |0.34 | Too acid |0.42 | Too acid |0.42

 | Too acid |0.11 | Droughty |0.34 | Droughty |0.34

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

454B: | | | | | |

 Chetek, kame terrace|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Droughty |0.44 | Droughty |0.44 | Droughty |0.44

 | Too stony |0.19 | Too acid |0.07 | Too steep for |0.08

 | Too acid |0.02 | | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

454C2: | | | | | |

 Chetek, kame terrace|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Droughty |0.44 | Droughty |0.44 | Too steep for |1.00

 | Too stony |0.19 | Too acid |0.07 | surface |

 | Slope |0.04 | Slope |0.04 | application |

 | Too acid |0.02 | | | Droughty |0.44

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |
398 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 | ___________________________________________________________________________________________________

 | | | | | |

454D2: | | | | | |

 Chetek, kame terrace|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

 | Droughty |0.44 | Droughty |0.44 | surface |

 | Too stony |0.19 | Too acid |0.07 | application |

 | Too acid |0.02 | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Droughty |0.44

 | | | | | Too acid |0.07

 | | | | | |

454E: | | | | | |

 Chetek, kame terrace|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity | | capacity |

 | capacity | | Low adsorption |1.00 | Too steep for |1.00

 | Depth to dense |1.00 | Slope |1.00 | surface |

 | layer | | Too acid |1.00 | application |

 | Too acid |0.62 | Droughty |0.16 | Too steep for |1.00

 | Too stony |0.19 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | Droughty |0.16

 | | | | | |

468A: | | | | | |

 Oesterle, valley | | | | | |

 train--------------|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 |0.22 | Too acid |0.77 | Too acid |0.77

 | Droughty |0.02 | Droughty |0.02 | Droughty |0.02

 | | | | | |

501A: | | | | | |

 Finchford-----------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Leaching |0.45 | Droughty |0.09 | Droughty |0.09

 | Droughty |0.09 | Too acid |0.07 | Too acid |0.07

 | Too acid |0.02 | | | |

 | | | | | |

501B: | | | | | |

 Finchford-----------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Leaching |0.45 | Droughty |0.09 | Droughty |0.09

 | Droughty |0.09 | Too acid |0.07 | Too steep for |0.08

 | Too acid |0.02 | | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

502B2: | | | | | |

 Chelsea-------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Leaching |0.45 | Too acid |0.07 | Too steep for |0.08

 | Too acid |0.02 | | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |
Dunn County, Wisconsin 399

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 | ___________________________________________________________________________________________________

 | | | | | |

502C2: | | | | | |

 Chelsea-------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Leaching |0.45 | Slope |0.37 | Too steep for |1.00

 | Slope |0.37 | Too acid |0.07 | surface |

 | Too acid |0.02 | | | application |

 | | | | | Too steep for |0.60

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

506A: | | | | | |

 Komro---------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Droughty |0.20 | Droughty |0.20 | Droughty |0.20

 | Too acid |0.02 | Too acid |0.07 | Too acid |0.07

 | | | | | |

508A: | | | | | |

 Farrington----------|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 |

 | Droughty |0.32 | Droughty |0.32 | Droughty |0.32

 | Too acid |0.02 | Too acid |0.07 | Too acid |0.07

 | | | | | |

510B: | | | | | |

 Boplain-------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Droughty |1.00 | Droughty |1.00

 | capacity | | Filtering |1.00 | Filtering |1.00

 | Droughty |1.00 | capacity | | capacity |

 | Leaching |0.45 | Low adsorption |1.00 | Depth to bedrock |0.42

 | Depth to bedrock |0.42 | Depth to bedrock |0.42 | Too acid |0.07

 | Too acid |0.02 | Too acid |0.07 | |

 | | | | | |

510C: | | | | | |

 Boplain-------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Droughty |1.00 | Droughty |1.00

 | capacity | | Filtering |1.00 | Filtering |1.00

 | Droughty |1.00 | capacity | | capacity |

 | Leaching |0.45 | Low adsorption |1.00 | Too steep for |1.00

 | Depth to bedrock |0.42 | Depth to bedrock |0.42 | surface |

 | Slope |0.37 | Slope |0.37 | application |

 | | | | | Too steep for |0.60

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Depth to bedrock |0.42

 | | | | | |

511A: | | | | | |

 Plainfield----------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Leaching |0.45 | Droughty |0.32 | Droughty |0.32

 | Droughty |0.32 | Too acid |0.07 | Too acid |0.07

 | Too acid |0.02 | | | |

 | | | | | |
400 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 | ___________________________________________________________________________________________________

 | | | | | |

511B: | | | | | |

 Plainfield----------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Leaching |0.45 | Droughty |0.32 | Droughty |0.32

 | Droughty |0.32 | Too acid |0.07 | Too steep for |0.08

 | Too acid |0.02 | | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

511C: | | | | | |

 Plainfield----------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Leaching |0.45 | Slope |0.37 | Too steep for |1.00

 | Slope |0.37 | Droughty |0.32 | surface |

 | Droughty |0.32 | Too acid |0.07 | application |

 | Too acid |0.02 | | | Too steep for |0.60

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Droughty |0.32

 | | | | | Too acid |0.07

 | | | | | |

511F: | | | | | |

 Plainfield----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity | | capacity |

 | capacity | | Low adsorption |1.00 | Too steep for |1.00

 | Too acid |0.62 | Slope |1.00 | surface |

 | Leaching |0.45 | Too acid |1.00 | application |

 | Droughty |0.09 | Droughty |0.09 | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | Droughty |0.09

 | | | | | |

512B: | | | | | |

 Drammen-------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Leaching |0.45 | Too acid |0.07 | Too acid |0.07

 | Too acid |0.02 | | | |

 | | | | | |

512C: | | | | | |

 Drammen-------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Leaching |0.45 | Too acid |0.07 | Too steep for |1.00

 | Slope |0.04 | Slope |0.04 | surface |

 | Too acid |0.02 | | | application |

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |
Dunn County, Wisconsin 401

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 | ___________________________________________________________________________________________________

 | | | | | |

512D: | | | | | |

 Drammen-------------|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

 | Leaching |0.45 | Too acid |0.07 | surface |

 | Too acid |0.02 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

516A: | | | | | |

 Aldo----------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Leaching |0.45 | Droughty |0.23 | Droughty |0.23

 | Droughty |0.23 | Too acid |0.07 | Too acid |0.07

 | Too acid |0.02 | | | |

 | | | | | |

546A: | | | | | |

 Prissel-------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |0.46 | Depth to |0.46 | Depth to |0.46

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.02 | Too acid |0.07 | Too acid |0.07

 | | | | | |

546B: | | | | | |

 Prissel-------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |0.46 | Depth to |0.46 | Depth to |0.46

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.02 | Too acid |0.07 | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

546C: | | | | | |

 Prissel-------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Depth to |0.46 | Depth to |0.46 | Too steep for |1.00

 | saturated zone | | saturated zone | | surface |

 | Slope |0.37 | Slope |0.37 | application |

 | Too acid |0.02 | Too acid |0.07 | Too steep for |0.60

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Depth to |0.46

 | | | | | saturated zone |

 | | | | | Too acid |0.07

 | | | | | |
402 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 | ___________________________________________________________________________________________________

 | | | | | |

546F: | | | | | |

 Prissel-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity | | capacity |

 | capacity | | Low adsorption |1.00 | Too steep for |1.00

 | Too acid |0.62 | Slope |1.00 | surface |

 | Depth to |0.46 | Too acid |1.00 | application |

 | saturated zone | | Depth to |0.46 | Too steep for |1.00

 | | | saturated zone | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | Depth to |0.46

 | | | | | saturated zone |

 | | | | | |

555A: | | | | | |

 Fordum, frequently | | | | | |

 flooded------------|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 | | | |

 | | | | | |

561B: | | | | | |

 Tarr----------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Droughty |0.76 | Droughty |0.76 | Droughty |0.76

 | Leaching |0.45 | Too acid |0.31 | Too acid |0.31

 | Too acid |0.08 | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

566A: | | | | | |

 Tint----------------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Droughty |0.74 | Too acid |0.77 | Too acid |0.77

 | Too acid |0.22 | Droughty |0.74 | Droughty |0.74

 | | | | | |

573B: | | | | | |

 Plainbo, sand sheet |Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Droughty |1.00 | Droughty |1.00

 | capacity | | Filtering |1.00 | Filtering |1.00

 | Droughty |1.00 | capacity | | capacity |

 | Leaching |0.45 | Low adsorption |1.00 | Too acid |0.77

 | Depth to bedrock |0.42 | Too acid |0.77 | Depth to bedrock |0.42

 | Too acid |0.22 | Depth to bedrock |0.42 | |

 | | | | | |
Dunn County, Wisconsin 403

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 | ___________________________________________________________________________________________________

 | | | | | |

573C: | | | | | |

 Plainbo, sand sheet |Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Droughty |1.00 | Droughty |1.00

 | capacity | | Filtering |1.00 | Filtering |1.00

 | Droughty |1.00 | capacity | | capacity |

 | Leaching |0.45 | Low adsorption |1.00 | Too steep for |1.00

 | Depth to bedrock |0.42 | Too acid |0.77 | surface |

 | Slope |0.37 | Depth to bedrock |0.42 | application |

 | | | | | Too acid |0.77

 | | | | | Too steep for |0.60

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

588A: | | | | | |

 Meehan, valley train|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 |

 | Droughty |0.81 | Too acid |0.85 | Too acid |0.85

 | Too acid |0.27 | Droughty |0.81 | Droughty |0.81

 | | | | | |

589A: | | | | | |

 Newson, undrained---|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.50 | Too acid |1.00 | Too acid |1.00

 | Runoff |0.40 | Droughty |0.38 | Droughty |0.38

 | | | | | |

601C: | | | | | |

 Beavercreek---------|Somewhat limited | |Very limited | |Very limited |

 | Flooding |0.60 | Flooding |1.00 | Too steep for |1.00

 | Filtering |0.01 | Filtering |0.01 | surface |

 | capacity | | capacity | | application |

 | | | | | Flooding |0.60

 | | | | | Too steep for |0.10

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Filtering |0.01

 | | | | | capacity |

 | | | | | |

616B: | | | | | |

 Chaseburg-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Flooding |0.60 | Flooding |1.00 | Flooding |0.60

 | | | | | |

619A: | | | | | |

 Vancecreek, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | 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

 | Runoff |0.40 | Too acid |0.42 | Too acid |0.42

 | Too acid |0.11 | | | |

 | | | | | |

626A: | | | | | |

 Arenzville----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Flooding |0.60 | Flooding |1.00 | Flooding |0.60

 | | | | | |
404 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 | ___________________________________________________________________________________________________

 | | | | | |

628A: | | | | | |

 Orion---------------|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 |0.60 | Flooding |1.00 | Flooding |0.60

 | | | | | |

629A: | | | | | |

 Ettrick, undrained--|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | 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

 | Restricted |0.41 | Restricted |0.31 | Restricted |0.31

 | permeability | | permeability | | permeability |

 | Runoff |0.40 | | | |

 | | | | | |

636A: | | | | | |

 Quarderer-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Flooding |0.60 | Flooding |1.00 | Flooding |0.60

 | Too acid |0.08 | Too acid |0.31 | Too acid |0.31

 | | | | | |

646A: | | | | | |

 Dunnbot-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Flooding |0.60 | Flooding |1.00 | Flooding |0.60

 | Filtering |0.01 | Filtering |0.01 | Filtering |0.01

 | capacity | | capacity | | capacity |

 | | | | | |

656A: | | | | | |

 Scotah--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Flooding |0.60 | Flooding |1.00 | Flooding |0.60

 | Droughty |0.56 | Droughty |0.56 | Droughty |0.56

 | Filtering |0.01 | Filtering |0.01 | Filtering |0.01

 | capacity | | capacity | | capacity |

 | | | | | |

766A: | | | | | |

 Moppet, occasionally| | | | | |

 flooded------------|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

 | | | | | |

804B2: | | | | | |

 Arland, dissected---|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to bedrock |0.42 | Low adsorption |1.00 | Depth to bedrock |0.42

 | Droughty |0.36 | Depth to bedrock |0.42 | Droughty |0.36

 | Too acid |0.08 | Droughty |0.36 | Too acid |0.31

 | | | Too acid |0.31 | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |
Dunn County, Wisconsin 405

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 | ___________________________________________________________________________________________________

 | | | | | |

804C2: | | | | | |

 Arland, dissected---|Somewhat limited | |Very limited | |Very limited |

 | Depth to bedrock |0.42 | Low adsorption |1.00 | Too steep for |1.00

 | Droughty |0.36 | Depth to bedrock |0.42 | surface |

 | Too acid |0.08 | Droughty |0.36 | application |

 | Slope |0.04 | Too acid |0.31 | Depth to bedrock |0.42

 | | | Slope |0.04 | Droughty |0.36

 | | | | | Too acid |0.31

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

804D: | | | | | |

 Arland, dissected---|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Slope |1.00 | Low adsorption |1.00 | Too steep for |1.00

 | Too acid |0.62 | Slope |1.00 | surface |

 | Depth to bedrock |0.42 | Too acid |1.00 | application |

 | Droughty |0.19 | Depth to bedrock |0.42 | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

814D2: | | | | | |

 Renova, dissected---|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Too steep for |1.00

 | Restricted |0.41 | Restricted |0.31 | surface |

 | permeability | | permeability | | application |

 | Too acid |0.03 | Too acid |0.14 | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Restricted |0.31

 | | | | | permeability |

 | | | | | Too acid |0.14

 | | | | | |

816B2: | | | | | |

 Vlasaty, dissected--|Very limited | |Very limited | |Very limited |

 | Depth to dense |1.00 | Depth to |1.00 | Depth to |1.00

 | layer | | saturated zone | | saturated zone |

 | Depth to |1.00 | Restricted |0.31 | Restricted |0.31

 | saturated zone | | permeability | | permeability |

 | Restricted |0.41 | Too acid |0.03 | Too steep for |0.08

 | permeability | | | | surface |

 | Too acid |0.01 | | | application |

 | | | | | Too acid |0.03

 | | | | | |

816C2: | | | | | |

 Vlasaty, dissected--|Very limited | |Very limited | |Very limited |

 | Depth to dense |1.00 | Depth to |1.00 | Too steep for |1.00

 | layer | | saturated zone | | surface |

 | Depth to |1.00 | Restricted |0.31 | application |

 | saturated zone | | permeability | | Depth to |1.00

 | Restricted |0.41 | Slope |0.04 | saturated zone |

 | permeability | | Too acid |0.03 | Restricted |0.31

 | Slope |0.04 | | | permeability |

 | Too acid |0.01 | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.03

 | | | | | |
406 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 | ___________________________________________________________________________________________________

 | | | | | |

826B2: | | | | | |

 Hersey--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.46 | Depth to |0.46 | Depth to |0.46

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |0.02 | Too acid |0.07 | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

826C2: | | | | | |

 Hersey--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Depth to |0.46 | Depth to |0.46 | Too steep for |1.00

 | saturated zone | | saturated zone | | surface |

 | Slope |0.04 | Too acid |0.07 | application |

 | Too acid |0.02 | Slope |0.04 | Depth to |0.46

 | | | | | saturated zone |

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

828B: | | | | | |

 Vasa----------------|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 | Flooding |0.40 | Restricted |0.31

 | permeability | | Restricted |0.31 | permeability |

 | | | permeability | | |

 | | | | | |

836B2: | | | | | |

 Spencer, dissected--|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Restricted |0.75 | Restricted |0.61 | Restricted |0.61

 | permeability | | permeability | | permeability |

 | Depth to |0.46 | Depth to |0.46 | Depth to |0.46

 | 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 |

 | | | | | |

836C2: | | | | | |

 Spencer, dissected--|Somewhat limited | |Somewhat limited | |Very limited |

 | Restricted |0.75 | Restricted |0.61 | Too steep for |1.00

 | permeability | | permeability | | surface |

 | Depth to |0.46 | Depth to |0.46 | application |

 | saturated zone | | saturated zone | | Restricted |0.61

 | Too acid |0.08 | Too acid |0.31 | permeability |

 | Slope |0.04 | Slope |0.04 | Depth to |0.46

 | | | | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

838B: | | | | | |

 Almena, dissected---|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 |0.75 | Restricted |0.61 | Restricted |0.61

 | permeability | | permeability | | permeability |

 | Too acid |0.08 | Flooding |0.40 | Too acid |0.31

 | | | Too acid |0.31 | |

 | | | | | |
Dunn County, Wisconsin 407

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 | ___________________________________________________________________________________________________

 | | | | | |

870B2: | | | | | |

 Santiago, dissected |Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to dense |1.00 | Too acid |0.31 | Too acid |0.31

 | layer | | | | Too steep for |0.08

 | Too acid |0.08 | | | surface |

 | | | | | application |

 | | | | | |

870C2: | | | | | |

 Santiago, dissected |Very limited | |Somewhat limited | |Very limited |

 | Depth to dense |1.00 | Too acid |0.31 | Too steep for |1.00

 | layer | | Slope |0.04 | surface |

 | Too acid |0.08 | | | application |

 | Slope |0.04 | | | Too acid |0.31

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

875B: | | | | | |

 Amery, dissected----|Very limited | |Very limited | |Very limited |

 | Restricted |1.00 | Restricted |1.00 | Restricted |1.00

 | permeability | | permeability | | permeability |

 | Too acid |0.08 | Too acid |0.31 | Too acid |0.31

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

875C2: | | | | | |

 Amery, dissected----|Very limited | |Very limited | |Very limited |

 | Restricted |1.00 | Restricted |1.00 | Restricted |1.00

 | permeability | | permeability | | permeability |

 | Too acid |0.08 | Too acid |0.31 | Too steep for |1.00

 | Slope |0.04 | Slope |0.04 | surface |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | Too steep for |0.22

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

875D: | | | | | |

 Amery, dissected----|Very limited | |Very limited | |Very limited |

 | Restricted |1.00 | Restricted |1.00 | Restricted |1.00

 | permeability | | permeability | | permeability |

 | 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

 | | | | | |

1125F: | | | | | |

 Dorerton------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Too steep for |1.00

 | Too stony |0.76 | Too acid |0.42 | surface |

 | Too acid |0.11 | Droughty |0.04 | application |

 | Droughty |0.04 | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.42

 | | | | | Droughty |0.04

 | | | | | |
408 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 | ___________________________________________________________________________________________________

 | | | | | |

1125F: | | | | | |

 Elbaville-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity | | capacity |

 | capacity | | Low adsorption |1.00 | Too steep for |1.00

 | Restricted |1.00 | Slope |1.00 | surface |

 | permeability | | Restricted |1.00 | application |

 | Too acid |0.62 | permeability | | Too steep for |1.00

 | | | Too acid |1.00 | sprinkler |

 | | | | | application |

 | | | | | Restricted |1.00

 | | | | | permeability |

 | | | | | Too acid |1.00

 | | | | | |

1145F: | | | | | |

 Gaphill-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity | | capacity |

 | capacity | | Low adsorption |1.00 | Too steep for |1.00

 | Too acid |0.62 | Slope |1.00 | surface |

 | | | Too acid |1.00 | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | |

 Rockbluff-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity | | capacity |

 | capacity | | Low adsorption |1.00 | Too steep for |1.00

 | Too acid |0.62 | Slope |1.00 | surface |

 | Leaching |0.45 | Too acid |1.00 | application |

 | Droughty |0.41 | Droughty |0.41 | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | Droughty |0.41

 | | | | | |

1224F: | | | | | |

 Boone---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity | | capacity |

 | capacity | | Low adsorption |1.00 | Too steep for |1.00

 | Droughty |1.00 | Slope |1.00 | surface |

 | Too acid |0.62 | Droughty |1.00 | application |

 | Leaching |0.45 | Too acid |1.00 | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Droughty |1.00

 | | | | | Too acid |1.00

 | | | | | |

 Elevasil------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity | | capacity |

 | capacity | | Low adsorption |1.00 | Too steep for |1.00

 | Too acid |0.62 | Slope |1.00 | surface |

 | Depth to bedrock |0.42 | Too acid |1.00 | application |

 | Droughty |0.25 | Depth to bedrock |0.42 | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |
Dunn County, Wisconsin 409

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 | ___________________________________________________________________________________________________

 | | | | | |

1233F: | | | | | |

 Boone---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity | | capacity |

 | capacity | | Low adsorption |1.00 | Too steep for |1.00

 | Droughty |1.00 | Slope |1.00 | surface |

 | Too acid |0.62 | Droughty |1.00 | application |

 | Leaching |0.45 | Too acid |1.00 | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Droughty |1.00

 | | | | | Too acid |1.00

 | | | | | |

 Tarr----------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity | | capacity |

 | capacity | | Low adsorption |1.00 | Too steep for |1.00

 | Too acid |0.62 | Slope |1.00 | surface |

 | Leaching |0.45 | Too acid |1.00 | application |

 | Droughty |0.24 | Droughty |0.24 | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | Droughty |0.24

 | | | | | |

1275F: | | | | | |

 Hayriver------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity | | capacity |

 | capacity | | Low adsorption |1.00 | Too steep for |1.00

 | Too acid |0.62 | Slope |1.00 | surface |

 | Depth to bedrock |0.42 | Too acid |1.00 | application |

 | Droughty |0.23 | Depth to bedrock |0.42 | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

 Twinmound-----------|Not rated | |Not rated | |Not rated |

 | | | | | |

1648A: | | | | | |

 Northbend-----------|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

 | Too acid |0.50 | Too acid |1.00 | Too acid |1.00

 | | | | | |

 Ettrick, flood | | | | | |

 plain, undrained---|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | 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

 | Restricted |0.41 | Restricted |0.31 | Restricted |0.31

 | permeability | | permeability | | permeability |

 | Runoff |0.40 | | | |

 | | | | | |
410 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 | ___________________________________________________________________________________________________

 | | | | | |

1658A: | | | | | |

 Algansee------------|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

 | Droughty |0.26 | Droughty |0.26 | Droughty |0.26

 | | | | | |

 Kalmarville, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity | | capacity |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | 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

 | Runoff |0.40 | | | |

 | | | | | |

2002: | | | | | |

 Udorthents, earthen | | | | | |

 dams---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2003A: | | | | | |

 Riverwash-----------|Not rated | |Not rated | |Not rated |

 | | | | | |

2013: | | | | | |

 Pits, gravel--------|Not rated | |Not rated | |Not rated |

 | | | | | |

2014: | | | | | |

 Pits, quarry, hard | | | | | |

 bedrock------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2016: | | | | | |

 Pits, quarry, soft | | | | | |

 bedrock------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2030: | | | | | |

 Udorthents, cut or | | | | | |

 fill---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Udipsamments, cut or| | | | | |

 fill---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2050: | | | | | |

 Landfill------------|Not rated | |Not rated | |Not rated |

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
Dunn County, Wisconsin 411

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 | ___________________________________________________________________________________________________

 | | | | | |

11A: | | | | | |

 Markey, flood plain,| | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Ponding |1.00 | Filtering |1.00

 | Ponding |1.00 | Flooding |1.00 | capacity |

 | Depth to |1.00 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Seepage |1.00 | Restricted |0.69 | saturated zone |

 | Too acid |0.07 | permeability | | Flooding |1.00

 | | | | | Too acid |0.07

 | | | | | |

20A: | | | | | |

 Palms, undrained----|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Restricted |1.00 | Too acid |0.07

 | Too acid |0.07 | permeability | | |

 | | | | | |

 Houghton, undrained |Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Restricted |0.69 | Too acid |0.07

 | Too acid |0.07 | permeability | | |

 | | | | | |

40A: | | | | | |

 Markey, undrained---|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Filtering |1.00

 | Depth to |1.00 | Depth to |1.00 | capacity |

 | saturated zone | | saturated zone | | Ponding |1.00

 | Seepage |1.00 | Restricted |0.69 | Depth to |1.00

 | Too acid |0.07 | permeability | | saturated zone |

 | | | | | Too acid |0.07

 | | | | | |

 Seelyeville, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Restricted |0.69 | Too acid |0.07

 | Too acid |0.07 | permeability | | |

 | | | | | |

45A: | | | | | |

 Seelyeville, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Restricted |0.69 | Too acid |0.07

 | Too acid |0.07 | permeability | | |

 | | | | | |
412 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 | ___________________________________________________________________________________________________

 | | | | | |

45A: | | | | | |

 Cathro, undrained---|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Restricted |1.00 | Too acid |0.07

 | Too acid |0.07 | permeability | | |

 | | | | | |

101B: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Very limited | |Not limited | |Very limited |

 | Seepage |1.00 | | | Filtering |1.00

 | Too acid |0.07 | | | capacity |

 | | | | | Too acid |0.07

 | | | | | |

101C: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too steep for |0.50 | | | capacity |

 | surface | | | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.07 | | | application |

 | | | | | Too steep for |0.50

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

101E: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too steep for |1.00 | | | capacity |

 | surface | | | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |1.00 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | |

115B2: | | | | | |

 Seaton--------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Restricted |1.00 | Too steep for |0.08

 | | | permeability | | surface |

 | | | | | application |

 | | | | | |

115C2: | | | | | |

 Seaton--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | Too steep for |0.50 | permeability | | surface |

 | surface | | Slope |1.00 | application |

 | application | | | | Too steep for |0.50

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |
Dunn County, Wisconsin 413

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 | ___________________________________________________________________________________________________

 | | | | | |

115D2: | | | | | |

 Seaton--------------|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

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

115E2: | | | | | |

 Seaton--------------|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

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

116C2: | | | | | |

 Churchtown----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | Too steep for |0.50 | permeability | | surface |

 | surface | | Slope |1.00 | application |

 | application | | | | Too steep for |0.50

 | Too acid |0.07 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

116D2: | | | | | |

 Churchtown----------|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 |0.07 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

116E2: | | | | | |

 Churchtown----------|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 |0.07 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

125B2: | | | | | |

 Pepin---------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Restricted |1.00 | Restricted |0.98

 | Too acid |0.07 | permeability | | permeability |

 | | | Depth to bedrock |1.00 | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |
414 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 | ___________________________________________________________________________________________________

 | | | | | |

125C2: | | | | | |

 Pepin---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | Too steep for |0.50 | permeability | | surface |

 | surface | | Depth to bedrock |1.00 | application |

 | application | | Slope |1.00 | Restricted |0.98

 | Too acid |0.07 | | | permeability |

 | | | | | Too steep for |0.50

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

125D2: | | | | | |

 Pepin---------------|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 bedrock |1.00 | Too steep for |1.00

 | Too acid |0.07 | | | sprinkler |

 | | | | | application |

 | | | | | Restricted |0.98

 | | | | | permeability |

 | | | | | Too acid |0.07

 | | | | | |

125E2: | | | | | |

 Pepin---------------|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 bedrock |1.00 | Too steep for |1.00

 | Too acid |0.07 | | | sprinkler |

 | | | | | application |

 | | | | | Restricted |0.98

 | | | | | permeability |

 | | | | | Too acid |0.07

 | | | | | |

135C2: | | | | | |

 Wickware------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | Too steep for |0.50 | permeability | | surface |

 | surface | | Slope |1.00 | application |

 | application | | | | Too steep for |0.50

 | Too acid |0.31 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

135D2: | | | | | |

 Wickware------------|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

 | | | | | |
Dunn County, Wisconsin 415

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 | ___________________________________________________________________________________________________

 | | | | | |

135E2: | | | | | |

 Wickware------------|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

 | | | | | |

136B: | | | | | |

 Doritty-------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Restricted |1.00 | Too acid |0.31

 | Too acid |0.31 | permeability | | |

 | | | | | |

136C2: | | | | | |

 Doritty-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | Too steep for |0.50 | permeability | | surface |

 | surface | | Slope |1.00 | application |

 | application | | | | Too steep for |0.50

 | Too acid |0.31 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

144B2: | | | | | |

 NewGlarus-----------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Restricted |1.00 | Restricted |0.98

 | Depth to bedrock |0.42 | permeability | | permeability |

 | Too acid |0.07 | Depth to bedrock |1.00 | Depth to bedrock |0.42

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

144C2: | | | | | |

 NewGlarus-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | Too steep for |0.50 | permeability | | surface |

 | surface | | Depth to bedrock |1.00 | application |

 | application | | Slope |1.00 | Restricted |0.98

 | Depth to bedrock |0.42 | | | permeability |

 | Too acid |0.07 | | | Too steep for |0.50

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Depth to bedrock |0.42

 | | | | | Too acid |0.07

 | | | | | |

144D2: | | | | | |

 NewGlarus-----------|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 bedrock |1.00 | Too steep for |1.00

 | Depth to bedrock |0.42 | | | sprinkler |

 | Too acid |0.07 | | | application |

 | | | | | Restricted |0.98

 | | | | | permeability |

 | | | | | Depth to bedrock |0.42

 | | | | | Too acid |0.07

 | | | | | |
416 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 | ___________________________________________________________________________________________________

 | | | | | |

144E2: | | | | | |

 NewGlarus-----------|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 bedrock |1.00 | Too steep for |1.00

 | Depth to bedrock |0.42 | | | sprinkler |

 | Too acid |0.07 | | | application |

 | | | | | Restricted |0.98

 | | | | | permeability |

 | | | | | Depth to bedrock |0.42

 | | | | | Too acid |0.07

 | | | | | |

161E: | | | | | |

 Fivepoints----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Depth to bedrock |1.00 | Restricted |1.00 | capacity |

 | Too steep for |1.00 | permeability | | Depth to bedrock |1.00

 | surface |1.00 | Depth to bedrock |1.00 | Too steep for |1.00

 | application | | | | surface |

 | Too acid |1.00 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | |

208A: | | | | | |

 Siouxcreek----------|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 | | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Restricted |1.00 | Too acid |0.31

 | Too acid |0.31 | permeability | | Filtering |0.01

 | | | | | capacity |

 | | | | | |

213B2: | | | | | |

 Hixton--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Restricted |1.00 | Too steep for |0.08

 | Too acid |0.07 | permeability | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

213C2: | | | | | |

 Hixton--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Restricted |1.00 | Too steep for |1.00

 | Too steep for |0.50 | permeability | | surface |

 | surface | | Slope |1.00 | application |

 | application | | | | Too steep for |0.50

 | Too acid |0.07 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |
Dunn County, Wisconsin 417

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 | ___________________________________________________________________________________________________

 | | | | | |

224B: | | | | | |

 Elevasil------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Restricted |0.61 | Too acid |0.31

 | Too acid |0.31 | permeability | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | Filtering |0.01

 | | | | | capacity |

 | | | | | |

224C2: | | | | | |

 Elevasil------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Slope |1.00 | Too steep for |1.00

 | Too steep for |0.50 | Restricted |0.61 | surface |

 | surface | | permeability | | application |

 | application | | | | Too steep for |0.50

 | Too acid |0.31 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | Filtering |0.01

 | | | | | capacity |

 | | | | | |

224D2: | | | | | |

 Elevasil------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Too steep for |1.00

 | Too steep for |1.00 | Restricted |0.61 | surface |

 | surface | | permeability | | application |

 | application | | | | Too steep for |1.00

 | Too acid |0.31 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | Filtering |0.01

 | | | | | capacity |

 | | | | | |

224E2: | | | | | |

 Elevasil------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Too steep for |1.00

 | Too steep for |1.00 | Restricted |0.61 | surface |

 | surface | | permeability | | application |

 | application | | | | Too steep for |1.00

 | Too acid |0.31 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | Filtering |0.01

 | | | | | capacity |

 | | | | | |

233C: | | | | | |

 Boone---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Filtering |1.00

 | Depth to bedrock |1.00 | Slope |1.00 | capacity |

 | Too steep for |0.94 | | | Depth to bedrock |1.00

 | surface | | | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.31 | | | application |

 | | | | | Too steep for |0.94

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |
418 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 | ___________________________________________________________________________________________________

 | | | | | |

243B2: | | | | | |

 Hixton, thin solum--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Restricted |1.00 | |

 | | | permeability | | |

 | | | | | |

243C2: | | | | | |

 Hixton, thin solum--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Restricted |1.00 | Too steep for |1.00

 | Too steep for |0.50 | permeability | | surface |

 | surface | | Slope |1.00 | application |

 | application | | | | Too steep for |0.50

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

244B: | | | | | |

 Elkmound------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Restricted |1.00 | Too acid |0.77

 | Too acid |0.77 | permeability | | |

 | | | | | |

244C2: | | | | | |

 Elkmound------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Restricted |1.00 | Too steep for |1.00

 | Too acid |0.77 | permeability | | surface |

 | Too steep for |0.50 | Slope |1.00 | application |

 | surface | | | | Too acid |0.77

 | application | | | | Too steep for |0.50

 | | | | | sprinkler |

 | | | | | application |

 | | | | | |

244D2: | | | | | |

 Elkmound------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |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 |0.77 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.77

 | | | | | |

254B2: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Restricted |1.00 | Too steep for |0.08

 | Too acid |0.07 | permeability | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

254C2: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Restricted |1.00 | Too steep for |1.00

 | Too steep for |0.50 | permeability | | surface |

 | surface | | Slope |1.00 | application |

 | application | | | | Too steep for |0.50

 | Too acid |0.07 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |
Dunn County, Wisconsin 419

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 | ___________________________________________________________________________________________________

 | | | | | |

254D2: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |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 |0.07 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

254E2: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |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 |0.07 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

254F: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | capacity |

 | Too steep for |1.00 | Restricted |1.00 | Depth to bedrock |1.00

 | surface | | permeability | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |1.00 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | |

255B2: | | | | | |

 Urne----------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Restricted |0.61 | Too steep for |0.08

 | Too acid |0.07 | permeability | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

255C2: | | | | | |

 Urne----------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Slope |1.00 | Too steep for |1.00

 | Too steep for |0.50 | Restricted |0.61 | surface |

 | surface | | permeability | | application |

 | application | | | | Too steep for |0.50

 | Too acid |0.07 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |
420 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 | ___________________________________________________________________________________________________

 | | | | | |

255D2: | | | | | |

 Urne----------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Too steep for |1.00

 | Too steep for |1.00 | Restricted |0.61 | surface |

 | surface | | permeability | | application |

 | application | | | | Too steep for |1.00

 | Too acid |0.07 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

255E2: | | | | | |

 Urne----------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Too steep for |1.00

 | Too steep for |1.00 | Restricted |0.61 | surface |

 | surface | | permeability | | application |

 | application | | | | Too steep for |1.00

 | Too acid |0.07 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

255F: | | | | | |

 Urne----------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Too steep for |1.00

 | Too steep for |1.00 | Restricted |0.61 | surface |

 | surface | | permeability | | application |

 | application | | | | Too steep for |1.00

 | Too acid |0.07 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

265B: | | | | | |

 Garne---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Filtering |1.00

 | Depth to bedrock |1.00 | | | capacity |

 | Too acid |0.07 | | | Depth to bedrock |1.00

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

265C: | | | | | |

 Garne---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Filtering |1.00

 | Depth to bedrock |1.00 | Slope |1.00 | capacity |

 | Too steep for |0.50 | | | Depth to bedrock |1.00

 | surface | | | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.07 | | | application |

 | | | | | Too steep for |0.50

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |
Dunn County, Wisconsin 421

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 | ___________________________________________________________________________________________________

 | | | | | |

266B: | | | | | |

 Hiles---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |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 | | |

 | | | Too acid |0.21 | |

 | | | | | |

268A: | | | | | |

 Kert----------------|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 | | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Restricted |1.00 | Too acid |0.31

 | Too acid |0.31 | permeability | | |

 | | | Too acid |0.21 | |

 | | | | | |

269A: | | | | | |

 Veedum, undrained---|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Seepage |1.00 | Restricted |1.00 | Too acid |0.07

 | Too acid |0.07 | permeability | | |

 | | | Too acid |0.03 | |

 | | | | | |

273B2: | | | | | |

 Dobie---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Restricted |1.00 | Too steep for |0.08

 | Too acid |0.07 | permeability | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

 Hixton, frigid------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Restricted |1.00 | Too steep for |0.08

 | Too acid |0.07 | permeability | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

273C2: | | | | | |

 Dobie---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Restricted |1.00 | Too steep for |1.00

 | Too steep for |0.50 | permeability | | surface |

 | surface | | Slope |1.00 | application |

 | application | | | | Too steep for |0.50

 | Too acid |0.07 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |
422 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 | ___________________________________________________________________________________________________

 | | | | | |

273C2: | | | | | |

 Hixton, frigid------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Restricted |1.00 | Too steep for |1.00

 | Too steep for |0.50 | permeability | | surface |

 | surface | | Slope |1.00 | application |

 | application | | | | Too steep for |0.50

 | Too acid |0.07 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

273D2: | | | | | |

 Dobie---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |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 |0.07 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

 Hixton, frigid------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |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 |0.07 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

273E2: | | | | | |

 Dobie---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |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 |0.07 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

 Hixton, frigid------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |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 |0.07 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

275B2: | | | | | |

 Hayriver------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Restricted |0.61 | Too acid |0.31

 | Too acid |0.31 | permeability | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |
Dunn County, Wisconsin 423

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 | ___________________________________________________________________________________________________

 | | | | | |

275B2: | | | | | |

 Elevasil, frigid----|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Restricted |0.61 | Too acid |0.31

 | Too acid |0.31 | permeability | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | Filtering |0.01

 | | | | | capacity |

 | | | | | |

275C2: | | | | | |

 Hayriver------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Slope |1.00 | Too steep for |1.00

 | Too steep for |0.50 | Restricted |0.61 | surface |

 | surface | | permeability | | application |

 | application | | | | Too steep for |0.50

 | Too acid |0.31 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

 Elevasil, frigid----|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Slope |1.00 | Too steep for |1.00

 | Too steep for |0.50 | Restricted |0.61 | surface |

 | surface | | permeability | | application |

 | application | | | | Too steep for |0.50

 | Too acid |0.31 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | Filtering |0.01

 | | | | | capacity |

 | | | | | |

275D2: | | | | | |

 Hayriver------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Too steep for |1.00

 | Too steep for |1.00 | Restricted |0.61 | surface |

 | surface | | permeability | | application |

 | application | | | | Too steep for |1.00

 | Too acid |0.31 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

 Elevasil, frigid----|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Too steep for |1.00

 | Too steep for |1.00 | Restricted |0.61 | surface |

 | surface | | permeability | | application |

 | application | | | | Too steep for |1.00

 | Too acid |0.31 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | Filtering |0.01

 | | | | | capacity |

 | | | | | |
424 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 | ___________________________________________________________________________________________________

 | | | | | |

276B: | | | | | |

 Humbird, loamy | | | | | |

 subsoil------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |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 | | |

 | | | Too acid |0.21 | |

 | | | | | |

278A: | | | | | |

 Merrillan, loamy | | | | | |

 subsoil------------|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 | | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Restricted |0.61 | Too acid |0.31

 | Too acid |0.31 | permeability | | |

 | | | Too acid |0.21 | |

 | | | | | |

282C: | | | | | |

 Twinmound-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Filtering |1.00

 | Depth to bedrock |1.00 | Slope |1.00 | capacity |

 | Too steep for |0.94 | | | Depth to bedrock |1.00

 | surface | | | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.77 | | | application |

 | | | | | Too steep for |0.94

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.77

 | | | | | |

282F: | | | | | |

 Twinmound-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | capacity |

 | Too steep for |1.00 | | | Depth to bedrock |1.00

 | surface | | | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |1.00 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | |

313D2: | | | | | |

 Plumcreek-----------|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 |0.07 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |
Dunn County, Wisconsin 425

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 | ___________________________________________________________________________________________________

 | | | | | |

313F: | | | | | |

 Plumcreek-----------|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 |0.07 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

316B2: | | | | | |

 Ella----------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Restricted |1.00 | Too acid |0.07

 | Too acid |0.07 | permeability | | |

 | | | | | |

316C2: | | | | | |

 Ella----------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | Too steep for |0.50 | permeability | | surface |

 | surface | | Slope |1.00 | application |

 | application | | | | Too steep for |0.50

 | Too acid |0.07 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

318A: | | | | | |

 Bearpen-------------|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 |0.07

 | Flooding |0.40 | permeability | | |

 | Too acid |0.07 | | | |

 | | | | | |

349A: | | | | | |

 Rib, valley train, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Ponding |1.00 | Filtering |1.00

 | Ponding |1.00 | Depth to |1.00 | capacity |

 | Depth to |1.00 | saturated zone | | Ponding |1.00

 | saturated zone | | Restricted |1.00 | Depth to |1.00

 | Too acid |0.31 | permeability | | saturated zone |

 | | | | | Too acid |0.31

 | | | | | |

378A: | | | | | |

 Poskin, valley train|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

 | | | | | |

403A: | | | | | |

 Dakota--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Too acid |0.07 | permeability | | capacity |

 | | | | | Too acid |0.07

 | | | | | |

413A: | | | | | |

 Rasset--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Restricted |0.61 | Filtering |1.00

 | Too acid |0.07 | permeability | | capacity |

 | | | | | Too acid |0.07

 | | | | | |
426 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 | ___________________________________________________________________________________________________

 | | | | | |

413B: | | | | | |

 Rasset--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Restricted |0.61 | Filtering |1.00

 | Too acid |0.07 | permeability | | capacity |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

416A: | | | | | |

 Menomin-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Filtering |1.00

 | Too acid |0.07 | saturated zone | | capacity |

 | | | Restricted |1.00 | Too acid |0.07

 | | | permeability | | |

 | | | | | |

423A: | | | | | |

 Meridian------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Too acid |0.07 | permeability | | capacity |

 | | | | | Too acid |0.07

 | | | | | |

423B2: | | | | | |

 Meridian------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Too acid |0.07 | permeability | | capacity |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

423C2: | | | | | |

 Meridian------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Filtering |1.00

 | Too steep for |0.50 | permeability | | capacity |

 | surface | | Slope |1.00 | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.07 | | | application |

 | | | | | Too steep for |0.50

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

428A: | | | | | |

 Shiffer-------------|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

 | Flooding |0.40 | permeability | | saturated zone |

 | | | | | |

429A: | | | | | |

 Lows, undrained-----|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Ponding |1.00 | Filtering |1.00

 | Ponding |1.00 | Depth to |1.00 | capacity |

 | Depth to |1.00 | saturated zone | | Ponding |1.00

 | saturated zone | | Restricted |1.00 | Depth to |1.00

 | Too acid |0.42 | permeability | | saturated zone |

 | Flooding |0.40 | | | Too acid |0.42

 | | | | | |
Dunn County, Wisconsin 427

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 | ___________________________________________________________________________________________________

 | | | | | |

432A: | | | | | |

 Kevilar-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Restricted |0.61 | Filtering |1.00

 | Too acid |0.07 | permeability | | capacity |

 | | | | | Too acid |0.07

 | | | | | |

432B: | | | | | |

 Kevilar-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Restricted |0.61 | Filtering |1.00

 | Too acid |0.07 | permeability | | capacity |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

432C2: | | | | | |

 Kevilar-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too steep for |0.50 | Restricted |0.61 | capacity |

 | surface | | permeability | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.07 | | | application |

 | | | | | Too steep for |0.50

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

432D2: | | | | | |

 Kevilar-------------|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 |0.07 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

433A: | | | | | |

 Forkhorn------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Restricted |0.61 | Filtering |1.00

 | Too acid |0.07 | permeability | | capacity |

 | | | | | Too acid |0.07

 | | | | | |

433B: | | | | | |

 Forkhorn------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Restricted |0.61 | Filtering |1.00

 | Too acid |0.07 | permeability | | capacity |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |
428 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 | ___________________________________________________________________________________________________

 | | | | | |

433C2: | | | | | |

 Forkhorn------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too steep for |0.50 | Restricted |0.61 | capacity |

 | surface | | permeability | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.07 | | | application |

 | | | | | Too steep for |0.50

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

433D2: | | | | | |

 Forkhorn------------|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 |0.07 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

434B: | | | | | |

 Bilson--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Restricted |0.61 | Filtering |1.00

 | Too acid |0.07 | permeability | | capacity |

 | | | | | Too acid |0.07

 | | | | | |

436A: | | | | | |

 Rusktown------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Filtering |1.00

 | Too acid |0.07 | saturated zone | | capacity |

 | | | Restricted |0.61 | Too acid |0.07

 | | | permeability | | |

 | | | | | |

438A: | | | | | |

 Hoopeston-----------|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 |0.61 | Depth to |1.00

 | Too acid |0.42 | permeability | | saturated zone |

 | | | | | Too acid |0.42

 | | | | | |

453A: | | | | | |

 Burkhardt-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Restricted |0.61 | Filtering |1.00

 | Too acid |0.42 | permeability | | capacity |

 | | | | | Too acid |0.42

 | | | | | |

453B: | | | | | |

 Burkhardt-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Restricted |0.61 | Filtering |1.00

 | Too acid |0.42 | permeability | | capacity |

 | | | | | Too acid |0.42

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |
Dunn County, Wisconsin 429

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 | ___________________________________________________________________________________________________

 | | | | | |

454B: | | | | | |

 Chetek, kame terrace|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Restricted |0.61 | Filtering |1.00

 | Too acid |0.07 | permeability | | capacity |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

454C2: | | | | | |

 Chetek, kame terrace|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too steep for |0.50 | Restricted |0.61 | capacity |

 | surface | | permeability | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.07 | | | application |

 | | | | | Too steep for |0.50

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

454D2: | | | | | |

 Chetek, kame terrace|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 |0.07 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

454E: | | | | | |

 Chetek, kame terrace|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 |1.00 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | |

468A: | | | | | |

 Oesterle, valley | | | | | |

 train--------------|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 |0.61 | Depth to |1.00

 | Too acid |0.77 | permeability | | saturated zone |

 | | | | | Too acid |0.77

 | | | | | |

501A: | | | | | |

 Finchford-----------|Very limited | |Not limited | |Very limited |

 | Seepage |1.00 | | | Filtering |1.00

 | Too acid |0.07 | | | capacity |

 | | | | | Too acid |0.07

 | | | | | |
430 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 | ___________________________________________________________________________________________________

 | | | | | |

501B: | | | | | |

 Finchford-----------|Very limited | |Not limited | |Very limited |

 | Seepage |1.00 | | | Filtering |1.00

 | Too acid |0.07 | | | capacity |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

502B2: | | | | | |

 Chelsea-------------|Very limited | |Not limited | |Very limited |

 | Seepage |1.00 | | | Filtering |1.00

 | Too acid |0.07 | | | capacity |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

502C2: | | | | | |

 Chelsea-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too steep for |0.94 | | | capacity |

 | surface | | | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.07 | | | application |

 | | | | | Too steep for |0.94

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

506A: | | | | | |

 Komro---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Filtering |1.00

 | Too acid |0.07 | saturated zone | | capacity |

 | | | | | Too acid |0.07

 | | | | | |

508A: | | | | | |

 Farrington----------|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 | | | | Depth to |1.00

 | Too acid |0.07 | | | saturated zone |

 | | | | | Too acid |0.07

 | | | | | |

510B: | | | | | |

 Boplain-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Filtering |1.00

 | Depth to bedrock |1.00 | | | capacity |

 | Too acid |0.07 | | | Depth to bedrock |1.00

 | | | | | Too acid |0.07

 | | | | | |
Dunn County, Wisconsin 431

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 | ___________________________________________________________________________________________________

 | | | | | |

510C: | | | | | |

 Boplain-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Filtering |1.00

 | Depth to bedrock |1.00 | Slope |1.00 | capacity |

 | Too steep for |0.94 | | | Depth to bedrock |1.00

 | surface | | | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.07 | | | application |

 | | | | | Too steep for |0.94

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

511A: | | | | | |

 Plainfield----------|Very limited | |Not limited | |Very limited |

 | Seepage |1.00 | | | Filtering |1.00

 | Too acid |0.07 | | | capacity |

 | | | | | Too acid |0.07

 | | | | | |

511B: | | | | | |

 Plainfield----------|Very limited | |Not limited | |Very limited |

 | Seepage |1.00 | | | Filtering |1.00

 | Too acid |0.07 | | | capacity |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

511C: | | | | | |

 Plainfield----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too steep for |0.94 | | | capacity |

 | surface | | | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.07 | | | application |

 | | | | | Too steep for |0.94

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

511F: | | | | | |

 Plainfield----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too steep for |1.00 | | | capacity |

 | surface | | | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |1.00 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | |

512B: | | | | | |

 Drammen-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Restricted |0.31 | Filtering |1.00

 | Too acid |0.07 | permeability | | capacity |

 | | | | | Too acid |0.07

 | | | | | |
432 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 | ___________________________________________________________________________________________________

 | | | | | |

512C: | | | | | |

 Drammen-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too steep for |0.50 | Restricted |0.31 | capacity |

 | surface | | permeability | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.07 | | | application |

 | | | | | Too steep for |0.50

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

512D: | | | | | |

 Drammen-------------|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 | | | | surface |

 | Too acid |0.07 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

516A: | | | | | |

 Aldo----------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Filtering |1.00

 | Too acid |0.07 | saturated zone | | capacity |

 | | | | | Too acid |0.07

 | | | | | |

546A: | | | | | |

 Prissel-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Restricted |0.61 | Filtering |1.00

 | Depth to |0.46 | permeability | | capacity |

 | saturated zone | | Depth to |0.47 | Depth to |0.46

 | Too acid |0.07 | saturated zone | | saturated zone |

 | | | | | Too acid |0.07

 | | | | | |

546B: | | | | | |

 Prissel-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Restricted |0.61 | Filtering |1.00

 | Depth to |0.46 | permeability | | capacity |

 | saturated zone | | Depth to |0.47 | Depth to |0.46

 | Too acid |0.07 | saturated zone | | saturated zone |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |

546C: | | | | | |

 Prissel-------------|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 | | Depth to |0.47 | surface |

 | Depth to |0.46 | saturated zone | | application |

 | saturated zone | | | | Too steep for |0.94

 | Too acid |0.07 | | | sprinkler |

 | | | | | application |

 | | | | | Depth to |0.46

 | | | | | saturated zone |

 | | | | | Too acid |0.07

 | | | | | |
Dunn County, Wisconsin 433

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 | ___________________________________________________________________________________________________

 | | | | | |

546F: | | | | | |

 Prissel-------------|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 | | Depth to |0.47 | surface |

 | Too acid |1.00 | saturated zone | | application |

 | Depth to |0.46 | | | Too steep for |1.00

 | saturated zone | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | Depth to |0.46

 | | | | | saturated zone |

 | | | | | |

555A: | | | | | |

 Fordum, frequently | | | | | |

 flooded------------|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

 | | | | | |

561B: | | | | | |

 Tarr----------------|Very limited | |Not limited | |Very limited |

 | Seepage |1.00 | | | Filtering |1.00

 | Too acid |0.31 | | | capacity |

 | | | | | Too acid |0.31

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

566A: | | | | | |

 Tint----------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Filtering |1.00

 | Too acid |0.77 | saturated zone | | capacity |

 | | | | | Too acid |0.77

 | | | | | |

573B: | | | | | |

 Plainbo, sand sheet |Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Filtering |1.00

 | Depth to bedrock |1.00 | | | capacity |

 | Too acid |0.77 | | | Depth to bedrock |1.00

 | | | | | Too acid |0.77

 | | | | | |

573C: | | | | | |

 Plainbo, sand sheet |Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Filtering |1.00

 | Depth to bedrock |1.00 | Slope |1.00 | capacity |

 | Too steep for |0.94 | | | Depth to bedrock |1.00

 | surface | | | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.77 | | | application |

 | | | | | Too steep for |0.94

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.77

 | | | | | |
434 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 | ___________________________________________________________________________________________________

 | | | | | |

588A: | | | | | |

 Meehan, valley train|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 | | | | Depth to |1.00

 | Too acid |0.85 | | | saturated zone |

 | | | | | Too acid |0.85

 | | | | | |

589A: | | | | | |

 Newson, undrained---|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Ponding |1.00 | Filtering |1.00

 | Too acid |1.00 | Depth to |1.00 | capacity |

 | Ponding |1.00 | saturated zone | | Ponding |1.00

 | Depth to |1.00 | | | Depth to |1.00

 | saturated zone | | | | saturated zone |

 | | | | | Too acid |1.00

 | | | | | |

601C: | | | | | |

 Beavercreek---------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Cobble content |1.00 | Too steep for |1.00

 | Seepage |1.00 | Slope |1.00 | surface |

 | Cobble content |1.00 | Flooding |0.60 | application |

 | Too steep for |0.22 | Restricted |0.31 | Flooding |0.60

 | surface | | permeability | | Too steep for |0.22

 | application | | | | sprinkler |

 | | | | | application |

 | | | | | Filtering |0.01

 | | | | | capacity |

 | | | | | |

616B: | | | | | |

 Chaseburg-----------|Very limited | |Very limited | |Somewhat limited |

 | Flooding |1.00 | Restricted |1.00 | Flooding |0.60

 | Seepage |1.00 | permeability | | |

 | | | Flooding |0.60 | |

 | | | | | |

619A: | | | | | |

 Vancecreek, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Ponding |1.00 | Ponding |1.00

 | Seepage |1.00 | Flooding |1.00 | Depth to |1.00

 | Ponding |1.00 | Depth to |1.00 | saturated zone |

 | Depth to |1.00 | saturated zone | | Flooding |1.00

 | saturated zone | | Restricted |1.00 | Too acid |0.42

 | Too acid |0.42 | permeability | | |

 | | | | | |

626A: | | | | | |

 Arenzville----------|Very limited | |Very limited | |Somewhat limited |

 | Flooding |1.00 | Depth to |1.00 | Flooding |0.60

 | Seepage |1.00 | saturated zone | | |

 | | | Restricted |1.00 | |

 | | | permeability | | |

 | | | Flooding |0.60 | |

 | | | | | |

628A: | | | | | |

 Orion---------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Depth to |1.00 | Depth to |1.00

 | Seepage |1.00 | saturated zone | | saturated zone |

 | Depth to |1.00 | Restricted |1.00 | Flooding |0.60

 | saturated zone | | permeability | | |

 | | | Flooding |0.60 | |

 | | | | | |

 | | | | | |
Dunn County, Wisconsin 435

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 | ___________________________________________________________________________________________________

 | | | | | |

629A: | | | | | |

 Ettrick, undrained--|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Ponding |1.00 | Ponding |1.00

 | Seepage |1.00 | Flooding |1.00 | Depth to |1.00

 | Ponding |1.00 | Restricted |1.00 | saturated zone |

 | Depth to |1.00 | permeability | | Flooding |1.00

 | saturated zone | | Depth to |1.00 | Restricted |0.21

 | | | saturated zone | | permeability |

 | | | | | |

636A: | | | | | |

 Quarderer-----------|Very limited | |Very limited | |Somewhat limited |

 | Flooding |1.00 | Depth to |1.00 | Flooding |0.60

 | Seepage |1.00 | saturated zone | | Too acid |0.31

 | Too acid |0.31 | Restricted |1.00 | |

 | | | permeability | | |

 | | | Flooding |0.60 | |

 | | | | | |

646A: | | | | | |

 Dunnbot-------------|Very limited | |Very limited | |Somewhat limited |

 | Flooding |1.00 | Depth to |1.00 | Flooding |0.60

 | Seepage |1.00 | saturated zone | | Filtering |0.01

 | | | Restricted |0.61 | capacity |

 | | | permeability | | |

 | | | Flooding |0.60 | |

 | | | | | |

656A: | | | | | |

 Scotah--------------|Very limited | |Very limited | |Somewhat limited |

 | Flooding |1.00 | Depth to |1.00 | Flooding |0.60

 | Seepage |1.00 | saturated zone | | Filtering |0.01

 | | | Flooding |0.60 | capacity |

 | | | | | |

766A: | | | | | |

 Moppet, occasionally| | | | | |

 flooded------------|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

 | | | Flooding |0.60 | saturated zone |

 | | | Too acid |0.03 | Flooding |0.60

 | | | | | |

804B2: | | | | | |

 Arland, dissected---|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Restricted |0.61 | Too acid |0.31

 | Too acid |0.31 | permeability | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

804C2: | | | | | |

 Arland, dissected---|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Slope |1.00 | Too steep for |1.00

 | Too steep for |0.50 | Restricted |0.61 | surface |

 | surface | | permeability | | application |

 | application | | | | Too steep for |0.50

 | Too acid |0.31 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |
436 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 | ___________________________________________________________________________________________________

 | | | | | |

804D: | | | | | |

 Arland, dissected---|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | capacity |

 | Too steep for |1.00 | Restricted |0.61 | Depth to bedrock |1.00

 | surface | | permeability | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |1.00 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | |

814D2: | | | | | |

 Renova, dissected---|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 |0.14 | | | sprinkler |

 | | | | | application |

 | | | | | Restricted |0.21

 | | | | | permeability |

 | | | | | Too acid |0.14

 | | | | | |

816B2: | | | | | |

 Vlasaty, dissected--|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 | Restricted |0.21

 | Too acid |0.03 | saturated zone | | permeability |

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | Too acid |0.03

 | | | | | |

816C2: | | | | | |

 Vlasaty, dissected--|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 |1.00 | Depth to |1.00

 | surface | | saturated zone | | saturated zone |

 | application | | | | Too steep for |0.50

 | Too acid |0.03 | | | sprinkler |

 | | | | | application |

 | | | | | Restricted |0.21

 | | | | | permeability |

 | | | | | Too acid |0.03

 | | | | | |

826B2: | | | | | |

 Hersey--------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |0.46

 | Depth to |0.46 | permeability | | saturated zone |

 | saturated zone | | Depth to |0.47 | Too steep for |0.08

 | Too acid |0.07 | saturated zone | | surface |

 | | | | | application |

 | | | | | Too acid |0.07

 | | | | | |
Dunn County, Wisconsin 437

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 | ___________________________________________________________________________________________________

 | | | | | |

826C2: | | | | | |

 Hersey--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | Too steep for |0.50 | permeability | | surface |

 | surface | | Slope |1.00 | application |

 | application | | Depth to |0.47 | Too steep for |0.50

 | Depth to |0.46 | saturated zone | | sprinkler |

 | saturated zone | | | | application |

 | Too acid |0.07 | | | Depth to |0.46

 | | | | | saturated zone |

 | | | | | Too acid |0.07

 | | | | | |

828B: | | | | | |

 Vasa----------------|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 | Restricted |0.21

 | Flooding |0.40 | saturated zone | | permeability |

 | | | | | |

836B2: | | | | | |

 Spencer, dissected--|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Restricted |1.00 | Depth to |0.46

 | Depth to |0.46 | permeability | | saturated zone |

 | saturated zone | | Depth to |0.47 | Restricted |0.43

 | Too acid |0.31 | saturated zone | | permeability |

 | | | | | Too acid |0.31

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

836C2: | | | | | |

 Spencer, dissected--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | Too steep for |0.50 | permeability | | surface |

 | surface | | Slope |1.00 | application |

 | application | | Depth to |0.47 | Too steep for |0.50

 | Depth to |0.46 | saturated zone | | sprinkler |

 | saturated zone | | | | application |

 | Too acid |0.31 | | | Depth to |0.46

 | | | | | saturated zone |

 | | | | | Restricted |0.43

 | | | | | permeability |

 | | | | | Too acid |0.31

 | | | | | |

838B: | | | | | |

 Almena, dissected---|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 | Restricted |0.43

 | Flooding |0.40 | saturated zone | | permeability |

 | Too acid |0.31 | | | Too acid |0.31

 | | | | | |

870B2: | | | | | |

 Santiago, dissected |Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Restricted |1.00 | Too acid |0.31

 | Too acid |0.31 | permeability | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |
438 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 | ___________________________________________________________________________________________________

 | | | | | |

870C2: | | | | | |

 Santiago, dissected |Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Too steep for |1.00

 | Too steep for |0.50 | permeability | | surface |

 | surface | | Slope |1.00 | application |

 | application | | | | Too steep for |0.50

 | Too acid |0.31 | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

875B: | | | | | |

 Amery, dissected----|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Restricted |1.00

 | Too acid |0.31 | permeability | | permeability |

 | | | | | Too acid |0.31

 | | | | | Too steep for |0.08

 | | | | | surface |

 | | | | | application |

 | | | | | |

875C2: | | | | | |

 Amery, dissected----|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Restricted |1.00 | Restricted |1.00

 | Too steep for |0.50 | permeability | | permeability |

 | surface | | Slope |1.00 | Too steep for |1.00

 | application | | | | surface |

 | Too acid |0.31 | | | application |

 | | | | | Too steep for |0.50

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |0.31

 | | | | | |

875D: | | | | | |

 Amery, dissected----|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 |

 | | | | | Restricted |1.00

 | | | | | permeability |

 | | | | | Too acid |0.31

 | | | | | |

1125F: | | | | | |

 Dorerton------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Too steep for |1.00

 | Too steep for |1.00 | Depth to bedrock |1.00 | surface |

 | surface | | Restricted |1.00 | application |

 | application | | permeability | | Too steep for |1.00

 | Too acid |0.42 | Cobble content |0.72 | sprinkler |

 | Cobble content |0.29 | Stone content |0.08 | application |

 | Depth to bedrock |0.01 | | | Too acid |0.42

 | | | | | Depth to bedrock |0.01

 | | | | | |
Dunn County, Wisconsin 439

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 | ___________________________________________________________________________________________________

 | | | | | |

1125F: | | | | | |

 Elbaville-----------|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 | | Depth to bedrock |1.00 | surface |

 | Too acid |1.00 | Cobble content |0.27 | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | Restricted |0.96

 | | | | | permeability |

 | | | | | |

1145F: | | | | | |

 Gaphill-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too steep for |1.00 | Depth to bedrock |1.00 | capacity |

 | surface | | Restricted |0.61 | Too steep for |1.00

 | application | | permeability | | surface |

 | Too acid |1.00 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | |

 Rockbluff-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too steep for |1.00 | Depth to bedrock |1.00 | capacity |

 | surface | | | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |1.00 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | |

1224F: | | | | | |

 Boone---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | capacity |

 | Too steep for |1.00 | | | Depth to bedrock |1.00

 | surface | | | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |1.00 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | |

 Elevasil------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | capacity |

 | Too steep for |1.00 | Restricted |0.61 | Depth to bedrock |1.00

 | surface | | permeability | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |1.00 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | |
440 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 | ___________________________________________________________________________________________________

 | | | | | |

1233F: | | | | | |

 Boone---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | capacity |

 | Too steep for |1.00 | | | Depth to bedrock |1.00

 | surface | | | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |1.00 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | |

 Tarr----------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Too steep for |1.00 | | | capacity |

 | surface | | | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |1.00 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | |

1275F: | | | | | |

 Hayriver------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00 | Filtering |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | capacity |

 | Too steep for |1.00 | Restricted |0.61 | Depth to bedrock |1.00

 | surface | | permeability | | Too steep for |1.00

 | application | | | | surface |

 | Too acid |1.00 | | | application |

 | | | | | Too steep for |1.00

 | | | | | sprinkler |

 | | | | | application |

 | | | | | Too acid |1.00

 | | | | | |

 Twinmound-----------|Very limited | |Very limited | |Not rated |

 | Seepage |1.00 | Slope |1.00 | |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | |

 | Too steep for |1.00 | | | |

 | surface | | | | |

 | application | | | | |

 | Too acid |1.00 | | | |

 | | | | | |

1648A: | | | | | |

 Northbend-----------|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 |

 | Too acid |1.00 | permeability | | Flooding |1.00

 | | | | | Too acid |1.00

 | | | | | |

 Ettrick, flood | | | | | |

 plain, undrained---|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Ponding |1.00 | Ponding |1.00

 | Seepage |1.00 | Flooding |1.00 | Depth to |1.00

 | Ponding |1.00 | Restricted |1.00 | saturated zone |

 | Depth to |1.00 | permeability | | Flooding |1.00

 | saturated zone | | Depth to |1.00 | Restricted |0.21

 | | | saturated zone | | permeability |

 | | | | | |
Dunn County, Wisconsin 441

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 | ___________________________________________________________________________________________________

 | | | | | |

1658A: | | | | | |

 Algansee------------|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 |0.31 | saturated zone |

 | | | permeability |0.31 | Flooding |1.00

 | | | | | |

 Kalmarville, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Ponding |1.00 | Filtering |1.00

 | Seepage |1.00 | Flooding |1.00 | capacity |

 | Ponding |1.00 | Depth to |1.00 | Ponding |1.00

 | Depth to |1.00 | saturated zone | | Depth to |1.00

 | saturated zone | | Restricted |1.00 | saturated zone |

 | | | permeability | | Flooding |1.00

 | | | | | |

2002: | | | | | |

 Udorthents, earthen | | | | | |

 dams---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2003A: | | | | | |

 Riverwash-----------|Not rated | |Not rated | |Not rated |

 | | | | | |

2013: | | | | | |

 Pits, gravel--------|Not rated | |Not rated | |Not rated |

 | | | | | |

2014: | | | | | |

 Pits, quarry, hard | | | | | |

 bedrock------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2016: | | | | | |

 Pits, quarry, soft | | | | | |

 bedrock------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2030: | | | | | |

 Udorthents, cut or | | | | | |

 fill---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Udipsamments, cut or| | | | | |

 fill---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2050: | | | | | |

 Landfill------------|Not rated | |Not rated | |Not rated |

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
442 Soil Survey of

Table 22a.--Construction Materials

(The information in this table indicates the dominant soil condition but

 does not eliminate the need for onsite investigation. The ratings

 given for the thickest layer are for the thickest layer above and

 excluding the bottom layer. The numbers in the value columns range

 from 0.00 to 0.99. The greater the value, the greater the likelihood

 that the bottom layer or thickest layer of the soil is a source of

 sand or gravel. "Not rated" indicates that data are not available or

 that no rating is applicable. See text for further explanation of

 ratings in this table)

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

11A: | | | |

 Markey, flood plain,| | | |

 undrained----------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.64

 | | | |

20A: | | | |

 Palms, undrained----|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Houghton, undrained |Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

40A: | | | |

 Markey, undrained---|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.50

 | | | |

 Seelyeville, | | | |

 undrained----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

45A: | | | |

 Seelyeville, | | | |

 undrained----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Cathro, undrained---|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

101B: | | | |

 Menahga, valley | | | |

 train--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.72

 | Thickest layer |0.00 | Bottom layer |0.86

 | | | |

101C: | | | |

 Menahga, valley | | | |

 train--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.72

 | Thickest layer |0.00 | Bottom layer |0.86

 | | | |

101E: | | | |

 Menahga, valley | | | |

 train--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.72

 | Thickest layer |0.00 | Bottom layer |0.86

 | | | |
Dunn County, Wisconsin 443

Table 22a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

115B2: | | | |

 Seaton--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

115C2: | | | |

 Seaton--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

115D2: | | | |

 Seaton--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

115E2: | | | |

 Seaton--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

116C2: | | | |

 Churchtown----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

116D2: | | | |

 Churchtown----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

116E2: | | | |

 Churchtown----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

125B2: | | | |

 Pepin---------------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.00

 | | | |

125C2: | | | |

 Pepin---------------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.00

 | | | |

125D2: | | | |

 Pepin---------------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.00

 | | | |

125E2: | | | |

 Pepin---------------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.00

 | | | |

135C2: | | | |

 Wickware------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |
444 Soil Survey of

Table 22a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

135D2: | | | |

 Wickware------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

135E2: | | | |

 Wickware------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

136B: | | | |

 Doritty-------------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.00

 | | | |

136C2: | | | |

 Doritty-------------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.00

 | | | |

144B2: | | | |

 NewGlarus-----------|Fair | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.01 | Thickest layer |0.00

 | | | |

144C2: | | | |

 NewGlarus-----------|Fair | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.01 | Thickest layer |0.00

 | | | |

144D2: | | | |

 NewGlarus-----------|Fair | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.01 | Thickest layer |0.00

 | | | |

144E2: | | | |

 NewGlarus-----------|Fair | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.01 | Thickest layer |0.00

 | | | |

161E: | | | |

 Fivepoints----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

208A: | | | |

 Siouxcreek----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

213B2: | | | |

 Hixton--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

213C2: | | | |

 Hixton--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |
Dunn County, Wisconsin 445

Table 22a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

224B: | | | |

 Elevasil------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.04

 | Thickest layer |0.00 | Thickest layer |0.04

 | | | |

224C2: | | | |

 Elevasil------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.04

 | Thickest layer |0.00 | Thickest layer |0.04

 | | | |

224D2: | | | |

 Elevasil------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.04

 | Thickest layer |0.00 | Thickest layer |0.04

 | | | |

224E2: | | | |

 Elevasil------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.04

 | Thickest layer |0.00 | Thickest layer |0.04

 | | | |

233C: | | | |

 Boone---------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.04

 | Bottom layer |0.00 | Bottom layer |0.86

 | | | |

243B2: | | | |

 Hixton, thin solum--|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

243C2: | | | |

 Hixton, thin solum--|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

244B: | | | |

 Elkmound------------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.00

 | | | |

244C2: | | | |

 Elkmound------------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.00

 | | | |

244D2: | | | |

 Elkmound------------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.00

 | | | |

254B2: | | | |

 Norden--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

254C2: | | | |

 Norden--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |
446 Soil Survey of

Table 22a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

254D2: | | | |

 Norden--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

254E2: | | | |

 Norden--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

254F: | | | |

 Norden--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

255B2: | | | |

 Urne----------------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.00

 | | | |

255C2: | | | |

 Urne----------------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.00

 | | | |

255D2: | | | |

 Urne----------------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.00

 | | | |

255E2: | | | |

 Urne----------------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.00

 | | | |

255F: | | | |

 Urne----------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

265B: | | | |

 Garne---------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.08

 | Thickest layer |0.00 | Bottom layer |0.69

 | | | |

265C: | | | |

 Garne---------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.08

 | Thickest layer |0.00 | Bottom layer |0.69

 | | | |

266B: | | | |

 Hiles---------------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.00

 | | | |

268A: | | | |

 Kert----------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |
Dunn County, Wisconsin 447

Table 22a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

269A: | | | |

 Veedum, undrained---|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.00

 | | | |

273B2: | | | |

 Dobie---------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Hixton, frigid------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

273C2: | | | |

 Dobie---------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Hixton, frigid------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

273D2: | | | |

 Dobie---------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Hixton, frigid------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

273E2: | | | |

 Dobie---------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Hixton, frigid------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

275B2: | | | |

 Hayriver------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Elevasil, frigid----|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

275C2: | | | |

 Hayriver------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Elevasil, frigid----|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |
448 Soil Survey of

Table 22a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

275D2: | | | |

 Hayriver------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Elevasil, frigid----|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

276B: | | | |

 Humbird, loamy | | | |

 subsoil------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

278A: | | | |

 Merrillan, loamy | | | |

 subsoil------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

282C: | | | |

 Twinmound-----------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.36

 | | | |

282F: | | | |

 Twinmound-----------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.07

 | Thickest layer |0.00 | Bottom layer |0.36

 | | | |

313D2: | | | |

 Plumcreek-----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

313F: | | | |

 Plumcreek-----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

316B2: | | | |

 Ella----------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

316C2: | | | |

 Ella----------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

318A: | | | |

 Bearpen-------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

349A: | | | |

 Rib, valley train, | | | |

 undrained----------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.86

 | | | |
Dunn County, Wisconsin 449

Table 22a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

378A: | | | |

 Poskin, valley train|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.86

 | | | |

403A: | | | |

 Dakota--------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.16 | Bottom layer |0.54

 | | | |

413A: | | | |

 Rasset--------------|Fair | |Fair |

 | Bottom layer |0.16 | Thickest layer |0.19

 | Thickest layer |0.16 | Bottom layer |0.50

 | | | |

413B: | | | |

 Rasset--------------|Fair | |Fair |

 | Bottom layer |0.16 | Thickest layer |0.19

 | Thickest layer |0.16 | Bottom layer |0.50

 | | | |

416A: | | | |

 Menomin-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.10

 | Thickest layer |0.00 | Bottom layer |0.54

 | | | |

423A: | | | |

 Meridian------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.54

 | | | |

423B2: | | | |

 Meridian------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.54

 | | | |

423C2: | | | |

 Meridian------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.08 | Bottom layer |0.54

 | | | |

428A: | | | |

 Shiffer-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.64

 | | | |

429A: | | | |

 Lows, undrained-----|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.64

 | | | |

432A: | | | |

 Kevilar-------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.66

 | | | |

432B: | | | |

 Kevilar-------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.66

 | | | |
450 Soil Survey of

Table 22a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

432C2: | | | |

 Kevilar-------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.66

 | | | |

432D2: | | | |

 Kevilar-------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.66

 | | | |

433A: | | | |

 Forkhorn------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.04

 | Bottom layer |0.16 | Bottom layer |0.46

 | | | |

433B: | | | |

 Forkhorn------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.04

 | Bottom layer |0.16 | Bottom layer |0.46

 | | | |

433C2: | | | |

 Forkhorn------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.04

 | Bottom layer |0.16 | Bottom layer |0.46

 | | | |

433D2: | | | |

 Forkhorn------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.04

 | Bottom layer |0.16 | Bottom layer |0.46

 | | | |

434B: | | | |

 Bilson--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.04

 | Thickest layer |0.00 | Bottom layer |0.12

 | | | |

436A: | | | |

 Rusktown------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.46

 | | | |

438A: | | | |

 Hoopeston-----------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.10

 | Thickest layer |0.00 | Bottom layer |0.64

 | | | |

453A: | | | |

 Burkhardt-----------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.24 | Bottom layer |0.86

 | | | |

453B: | | | |

 Burkhardt-----------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.24 | Bottom layer |0.86

 | | | |

454B: | | | |

 Chetek, kame terrace|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.20 | Bottom layer |0.77

 | | | |
Dunn County, Wisconsin 451

Table 22a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

454C2: | | | |

 Chetek, kame terrace|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.20 | Bottom layer |0.77

 | | | |

454D2: | | | |

 Chetek, kame terrace|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.20 | Bottom layer |0.77

 | | | |

454E: | | | |

 Chetek, kame terrace|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.04

 | Bottom layer |0.20 | Bottom layer |0.77

 | | | |

468A: | | | |

 Oesterle, valley | | | |

 train--------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.04

 | Bottom layer |0.16 | Bottom layer |0.86

 | | | |

501A: | | | |

 Finchford-----------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.21

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

501B: | | | |

 Finchford-----------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.21

 | Bottom layer |0.16 | Bottom layer |0.50

 | | | |

502B2: | | | |

 Chelsea-------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.11

 | Thickest layer |0.00 | Thickest layer |0.12

 | | | |

502C2: | | | |

 Chelsea-------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.11

 | Thickest layer |0.00 | Thickest layer |0.12

 | | | |

506A: | | | |

 Komro---------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.76

 | Thickest layer |0.00 | Bottom layer |0.84

 | | | |

508A: | | | |

 Farrington----------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.11

 | Thickest layer |0.00 | Bottom layer |0.50

 | | | |

510B: | | | |

 Boplain-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.34

 | Thickest layer |0.00 | Bottom layer |0.75

 | | | |

510C: | | | |

 Boplain-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.34

 | Thickest layer |0.00 | Bottom layer |0.75

 | | | |
452 Soil Survey of

Table 22a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

511A: | | | |

 Plainfield----------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.72

 | Bottom layer |0.16 | Bottom layer |0.86

 | | | |

511B: | | | |

 Plainfield----------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.72

 | Bottom layer |0.16 | Bottom layer |0.86

 | | | |

511C: | | | |

 Plainfield----------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.72

 | Bottom layer |0.16 | Bottom layer |0.86

 | | | |

511F: | | | |

 Plainfield----------|Fair | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.58

 | Bottom layer |0.16 | Thickest layer |0.72

 | | | |

512B: | | | |

 Drammen-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.69

 | Thickest layer |0.00 | Bottom layer |0.82

 | | | |

512C: | | | |

 Drammen-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.69

 | Thickest layer |0.00 | Bottom layer |0.82

 | | | |

512D: | | | |

 Drammen-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.69

 | Thickest layer |0.00 | Bottom layer |0.82

 | | | |

516A: | | | |

 Aldo----------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.69

 | Bottom layer |0.16 | Bottom layer |0.86

 | | | |

546A: | | | |

 Prissel-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.08

 | Thickest layer |0.00 | Bottom layer |0.75

 | | | |

546B: | | | |

 Prissel-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.08

 | Thickest layer |0.00 | Bottom layer |0.75

 | | | |

546C: | | | |

 Prissel-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.08

 | Thickest layer |0.00 | Bottom layer |0.75

 | | | |

546F: | | | |

 Prissel-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.08

 | Thickest layer |0.00 | Bottom layer |0.75

 | | | |
Dunn County, Wisconsin 453

Table 22a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

555A: | | | |

 Fordum, frequently | | | |

 flooded------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.16 | Bottom layer |0.53

 | | | |

561B: | | | |

 Tarr----------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.59

 | Thickest layer |0.00 | Bottom layer |0.91

 | | | |

566A: | | | |

 Tint----------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.51

 | Thickest layer |0.00 | Bottom layer |0.82

 | | | |

573B: | | | |

 Plainbo, sand sheet |Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.39

 | Thickest layer |0.00 | Bottom layer |0.72

 | | | |

573C: | | | |

 Plainbo, sand sheet |Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.39

 | Thickest layer |0.00 | Bottom layer |0.72

 | | | |

588A: | | | |

 Meehan, valley train|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.39

 | Thickest layer |0.00 | Bottom layer |0.82

 | | | |

589A: | | | |

 Newson, undrained---|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.70

 | Thickest layer |0.00 | Thickest layer |0.72

 | | | |

601C: | | | |

 Beavercreek---------|Poor | |Poor |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.00

 | | | |

616B: | | | |

 Chaseburg-----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

619A: | | | |

 Vancecreek, | | | |

 undrained----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

626A: | | | |

 Arenzville----------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.00

 | | | |

628A: | | | |

 Orion---------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |
454 Soil Survey of

Table 22a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

629A: | | | |

 Ettrick, undrained--|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

636A: | | | |

 Quarderer-----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

646A: | | | |

 Dunnbot-------------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.00

 | | | |

656A: | | | |

 Scotah--------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.13

 | Bottom layer |0.16 | Bottom layer |0.76

 | | | |

766A: | | | |

 Moppet, occasionally| | | |

 flooded------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.42

 | | | |

804B2: | | | |

 Arland, dissected---|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.03

 | | | |

804C2: | | | |

 Arland, dissected---|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.03

 | | | |

804D: | | | |

 Arland, dissected---|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.03

 | | | |

814D2: | | | |

 Renova, dissected---|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

816B2: | | | |

 Vlasaty, dissected--|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

816C2: | | | |

 Vlasaty, dissected--|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

826B2: | | | |

 Hersey--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |
Dunn County, Wisconsin 455

Table 22a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

826C2: | | | |

 Hersey--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

828B: | | | |

 Vasa----------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

836B2: | | | |

 Spencer, dissected--|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.02

 | | | |

836C2: | | | |

 Spencer, dissected--|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.02

 | | | |

838B: | | | |

 Almena, dissected---|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.02

 | | | |

870B2: | | | |

 Santiago, dissected |Fair | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.02

 | Thickest layer |0.01 | Thickest layer |0.03

 | | | |

870C2: | | | |

 Santiago, dissected |Fair | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.02

 | Thickest layer |0.01 | Thickest layer |0.03

 | | | |

875B: | | | |

 Amery, dissected----|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.02

 | Thickest layer |0.00 | Thickest layer |0.03

 | | | |

875C2: | | | |

 Amery, dissected----|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.02

 | Thickest layer |0.00 | Thickest layer |0.03

 | | | |

875D: | | | |

 Amery, dissected----|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.02

 | Thickest layer |0.00 | Thickest layer |0.03

 | | | |

1125F: | | | |

 Dorerton------------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.00

 | | | |

 Elbaville-----------|Poor | |Poor |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.00

 | | | |

1145F: | | | |

 Gaphill-------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.04

 | Bottom layer |0.00 | Bottom layer |0.75

 | | | |
456 Soil Survey of

Table 22a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

1145F: | | | |

 Rockbluff-----------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.51

 | Thickest layer |0.00 | Bottom layer |0.86

 | | | |

1224F: | | | |

 Boone---------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.21

 | Bottom layer |0.00 | Bottom layer |0.86

 | | | |

 Elevasil------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.04

 | Thickest layer |0.00 | Thickest layer |0.04

 | | | |

1233F: | | | |

 Boone---------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.21

 | Bottom layer |0.00 | Bottom layer |0.86

 | | | |

 Tarr----------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.59

 | Thickest layer |0.00 | Bottom layer |0.91

 | | | |

1275F: | | | |

 Hayriver------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Twinmound-----------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.07

 | Thickest layer |0.00 | Bottom layer |0.36

 | | | |

1648A: | | | |

 Northbend-----------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.75

 | | | |

 Ettrick, flood | | | |

 plain, undrained---|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

1658A: | | | |

 Algansee------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.07

 | Bottom layer |0.01 | Bottom layer |0.10

 | | | |

 Kalmarville, | | | |

 undrained----------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.17

 | | | |

2002: | | | |

 Udorthents, earthen | | | |

 dams---------------|Not rated | |Not rated |

 | | | |

2003A: | | | |

 Riverwash-----------|Not rated | |Not rated |

 | | | |

2013: | | | |

 Pits, gravel--------|Not rated | |Not rated |

 | | | |
Dunn County, Wisconsin 457

Table 22a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

2014: | | | |

 Pits, quarry, hard | | | |

 bedrock------------|Not rated | |Not rated |

 | | | |

2016: | | | |

 Pits, quarry, soft | | | |

 bedrock------------|Not rated | |Not rated |

 | | | |

2030: | | | |

 Udorthents, cut or | | | |

 fill---------------|Not rated | |Not rated |

 | | | |

 Udipsamments, cut or| | | |

 fill---------------|Not rated | |Not rated |

 | | | |

2050: | | | |

 Landfill------------|Not rated | |Not rated |

 | | | |

M-W: | | | |

 Miscellaneous water |Not rated | |Not rated |

 | | | |

W: | | | |

 Water---------------|Not rated | |Not rated |

 | | | | _________________________________________________________________________
458 Soil Survey of

Table 22b.--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 | ___________________________________________________________________________________________________

 | | | | | |

11A: | | | | | |

 Markey, flood plain,| | | | | |

 undrained----------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to |0.00 | Depth to |0.00

 | Low content of |0.50 | saturated zone | | saturated zone |

 | organic matter | | | | Content of |0.00

 | Too acid |0.84 | | | organic matter |

 | | | | | |

20A: | | | | | |

 Palms, undrained----|Poor | |Not rated | |Poor |

 | Wind erosion |0.00 | | | Depth to |0.00

 | Too acid |0.97 | | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | |

 Houghton, undrained |Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to |0.00 | Depth to |0.00

 | Too acid |0.97 | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | |

40A: | | | | | |

 Markey, undrained---|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to |0.00 | Depth to |0.00

 | Low content of |0.50 | saturated zone | | saturated zone |

 | organic matter | | | | Content of |0.00

 | Too acid |0.84 | | | organic matter |

 | | | | | |

 Seelyeville, | | | | | |

 undrained----------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to |0.00 | Depth to |0.00

 | Too acid |0.88 | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | |

45A: | | | | | |

 Seelyeville, | | | | | |

 undrained----------|Not rated | |Poor | |Not rated |

 | | | Depth to |0.00 | |

 | | | saturated zone | | |

 | | | | | |

 Cathro, undrained---|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to |0.00 | Depth to |0.00

 | Too acid |0.97 | saturated zone | | saturated zone |

 | | | | | Content of |0.00

 | | | | | organic matter |

 | | | | | |
Dunn County, Wisconsin 459

Table 22b.--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 | ___________________________________________________________________________________________________

 | | | | | |

101B: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | |

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Droughty |0.81 | | | |

 | Too acid |0.84 | | | |

 | | | | | |

101C: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.96

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Droughty |0.81 | | | |

 | Too acid |0.84 | | | |

 | | | | | |

101E: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Slope |0.32 | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.00

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.98 | | | |

 | | | | | |

115B2: | | | | | |

 Seaton--------------|Fair | |Poor | |Good |

 | Low content of |0.12 | Low strength |0.00 | |

 | organic matter | | Shrink-swell |0.94 | |

 | Water erosion |0.68 | | | |

 | Too acid |0.97 | | | |

 | | | | | |

115C2: | | | | | |

 Seaton--------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Slope |0.96

 | organic matter | | Shrink-swell |0.94 | |

 | Water erosion |0.68 | | | |

 | Too acid |0.97 | | | |

 | | | | | |

115D2: | | | | | |

 Seaton--------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Low strength |0.00 | Slope |0.00

 | organic matter | | Shrink-swell |0.94 | |

 | Water erosion |0.68 | Slope |0.98 | |

 | Too acid |0.97 | | | |

 | | | | | |

115E2: | | | | | |

 Seaton--------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Slope |0.00 | Slope |0.00

 | organic matter | | Low strength |0.00 | |

 | Water erosion |0.68 | Shrink-swell |0.94 | |

 | Too acid |0.97 | | | |

 | | | | | |
460 Soil Survey of

Table 22b.--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 | ___________________________________________________________________________________________________

 | | | | | |

116C2: | | | | | |

 Churchtown----------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Slope |0.96

 | organic matter | | | | |

 | Water erosion |0.90 | | | |

 | Too acid |0.97 | | | |

 | | | | | |

116D2: | | | | | |

 Churchtown----------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Low strength |0.00 | Slope |0.00

 | organic matter | | Slope |0.98 | |

 | Water erosion |0.90 | | | |

 | Too acid |0.97 | | | |

 | | | | | |

116E2: | | | | | |

 Churchtown----------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Slope |0.00 | Slope |0.00

 | organic matter | | Low strength |0.00 | |

 | Water erosion |0.90 | | | |

 | Too acid |0.97 | | | |

 | | | | | |

125B2: | | | | | |

 Pepin---------------|Fair | |Poor | |Good |

 | Low content of |0.12 | Low strength |0.00 | |

 | organic matter | | Shrink-swell |0.77 | |

 | Water erosion |0.68 | | | |

 | Too acid |0.84 | | | |

 | | | | | |

125C2: | | | | | |

 Pepin---------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Slope |0.96

 | organic matter | | Shrink-swell |0.77 | |

 | Water erosion |0.68 | | | |

 | Too acid |0.84 | | | |

 | | | | | |

125D2: | | | | | |

 Pepin---------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Low strength |0.00 | Slope |0.00

 | organic matter | | Shrink-swell |0.77 | |

 | Water erosion |0.68 | Slope |0.98 | |

 | Too acid |0.84 | | | |

 | | | | | |

125E2: | | | | | |

 Pepin---------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Slope |0.00 | Slope |0.00

 | organic matter | | Low strength |0.00 | |

 | Water erosion |0.68 | Shrink-swell |0.77 | |

 | Too acid |0.84 | | | |

 | | | | | |

135C2: | | | | | |

 Wickware------------|Fair | |Fair | |Fair |

 | Low content of |0.12 | Low strength |0.22 | Slope |0.96

 | organic matter | | | | |

 | Water erosion |0.68 | | | |

 | Too acid |0.68 | | | |

 | | | | | |

135D2: | | | | | |

 Wickware------------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Low strength |0.22 | Slope |0.00

 | organic matter | | Slope |0.98 | |

 | Water erosion |0.68 | | | |

 | Too acid |0.68 | | | |

 | | | | | |
Dunn County, Wisconsin 461

Table 22b.--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 | ___________________________________________________________________________________________________

 | | | | | |

135E2: | | | | | |

 Wickware------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Slope |0.00 | Slope |0.00

 | organic matter | | Low strength |0.22 | |

 | Water erosion |0.68 | | | |

 | Too acid |0.68 | | | |

 | | | | | |

136B: | | | | | |

 Doritty-------------|Fair | |Poor | |Good |

 | Low content of |0.12 | Low strength |0.00 | |

 | organic matter | | Shrink-swell |0.99 | |

 | Too acid |0.68 | | | |

 | Water erosion |0.90 | | | |

 | | | | | |

136C2: | | | | | |

 Doritty-------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Slope |0.96

 | organic matter | | Shrink-swell |0.99 | |

 | Too acid |0.68 | | | |

 | Water erosion |0.90 | | | |

 | | | | | |

144B2: | | | | | |

 NewGlarus-----------|Poor | |Poor | |Poor |

 | Too clayey |0.00 | Low strength |0.00 | Too clayey |0.00

 | Low content of |0.12 | Depth to bedrock |0.58 | Hard to reclaim |0.32

 | organic matter | | Shrink-swell |0.96 | Rock fragments |0.50

 | Water erosion |0.68 | | | |

 | Too acid |0.68 | | | |

 | | | | | |

144C2: | | | | | |

 NewGlarus-----------|Poor | |Poor | |Poor |

 | Too clayey |0.00 | Low strength |0.00 | Too clayey |0.00

 | Low content of |0.12 | Depth to bedrock |0.58 | Hard to reclaim |0.32

 | organic matter | | Shrink-swell |0.96 | Rock fragments |0.50

 | Water erosion |0.68 | | | Slope |0.96

 | Too acid |0.68 | | | |

 | | | | | |

144D2: | | | | | |

 NewGlarus-----------|Poor | |Poor | |Poor |

 | Too clayey |0.00 | Low strength |0.00 | Too clayey |0.00

 | Low content of |0.12 | Depth to bedrock |0.58 | Slope |0.00

 | organic matter | | Shrink-swell |0.96 | Hard to reclaim |0.32

 | Water erosion |0.68 | Slope |0.98 | Rock fragments |0.50

 | Too acid |0.68 | | | |

 | | | | | |

144E2: | | | | | |

 NewGlarus-----------|Poor | |Poor | |Poor |

 | Too clayey |0.00 | Slope |0.00 | Slope |0.00

 | Low content of |0.12 | Low strength |0.00 | Too clayey |0.00

 | organic matter | | Depth to bedrock |0.58 | Hard to reclaim |0.32

 | Water erosion |0.68 | Shrink-swell |0.96 | Rock fragments |0.50

 | Too acid |0.68 | | | |

 | | | | | |

161E: | | | | | |

 Fivepoints----------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to bedrock |0.00 | Slope |0.00

 | organic matter | | Slope |0.00 | Rock fragments |0.00

 | Droughty |0.44 | Shrink-swell |0.92 | Depth to bedrock |0.54

 | Too acid |0.50 | | | |

 | Depth to bedrock |0.54 | | | |

 | Water erosion |0.99 | | | |

 | | | | | |
462 Soil Survey of

Table 22b.--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 | ___________________________________________________________________________________________________

 | | | | | |

208A: | | | | | |

 Siouxcreek----------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Depth to bedrock |0.00 | Depth to |0.14

 | organic matter | | Depth to |0.14 | saturated zone |

 | Too acid |0.54 | saturated zone | | Depth to bedrock |0.58

 | Depth to bedrock |0.58 | | | Rock fragments |0.88

 | Droughty |0.98 | | | Too acid |0.98

 | Water erosion |0.99 | | | |

 | | | | | |

213B2: | | | | | |

 Hixton--------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Depth to bedrock |0.00 | Depth to bedrock |0.58

 | organic matter | | | | |

 | Depth to bedrock |0.58 | | | |

 | Too acid |0.68 | | | |

 | Water erosion |0.90 | | | |

 | Droughty |0.98 | | | |

 | | | | | |

213C2: | | | | | |

 Hixton--------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Depth to bedrock |0.00 | Depth to bedrock |0.58

 | organic matter | | | | Slope |0.96

 | Depth to bedrock |0.58 | | | |

 | Too acid |0.68 | | | |

 | Water erosion |0.90 | | | |

 | Droughty |0.98 | | | |

 | | | | | |

224B: | | | | | |

 Elevasil------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Depth to bedrock |0.00 | Depth to bedrock |0.58

 | organic matter | | | | |

 | Droughty |0.40 | | | |

 | Depth to bedrock |0.58 | | | |

 | Too acid |0.68 | | | |

 | | | | | |

224C2: | | | | | |

 Elevasil------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Depth to bedrock |0.00 | Depth to bedrock |0.58

 | organic matter | | | | Slope |0.96

 | Droughty |0.40 | | | |

 | Depth to bedrock |0.58 | | | |

 | Too acid |0.68 | | | |

 | | | | | |

224D2: | | | | | |

 Elevasil------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to bedrock |0.00 | Slope |0.00

 | organic matter | | Slope |0.98 | Depth to bedrock |0.58

 | Droughty |0.40 | | | |

 | Depth to bedrock |0.58 | | | |

 | Too acid |0.68 | | | |

 | | | | | |

224E2: | | | | | |

 Elevasil------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to bedrock |0.00 | Slope |0.00

 | organic matter | | Slope |0.00 | Depth to bedrock |0.58

 | Droughty |0.40 | | | |

 | Depth to bedrock |0.58 | | | |

 | Too acid |0.68 | | | |

 | | | | | |
Dunn County, Wisconsin 463

Table 22b.--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 | ___________________________________________________________________________________________________

 | | | | | |

233C: | | | | | |

 Boone---------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to bedrock |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Depth to bedrock |0.58

 | Droughty |0.00 | | | Slope |0.63

 | Low content of |0.12 | | | Rock fragments |0.88

 | organic matter | | | | |

 | Depth to bedrock |0.58 | | | |

 | Too acid |0.68 | | | |

 | | | | | |

243B2: | | | | | |

 Hixton, thin solum--|Fair | |Poor | |Fair |

 | Depth to bedrock |0.01 | Depth to bedrock |0.00 | Depth to bedrock |0.01

 | Droughty |0.28 | | | |

 | Too acid |0.50 | | | |

 | Water erosion |0.90 | | | |

 | | | | | |

243C2: | | | | | |

 Hixton, thin solum--|Fair | |Poor | |Fair |

 | Depth to bedrock |0.01 | Depth to bedrock |0.00 | Depth to bedrock |0.01

 | Droughty |0.28 | | | Slope |0.96

 | Too acid |0.50 | | | |

 | Water erosion |0.90 | | | |

 | | | | | |

244B: | | | | | |

 Elkmound------------|Poor | |Poor | |Poor |

 | Droughty |0.00 | Depth to bedrock |0.00 | Depth to bedrock |0.00

 | Depth to bedrock |0.00 | | | Rock fragments |0.88

 | Too acid |0.50 | | | |

 | | | | | |

244C2: | | | | | |

 Elkmound------------|Poor | |Poor | |Poor |

 | Droughty |0.00 | Depth to bedrock |0.00 | Depth to bedrock |0.00

 | Depth to bedrock |0.00 | | | Rock fragments |0.88

 | Too acid |0.50 | | | Slope |0.96

 | | | | | |

244D2: | | | | | |

 Elkmound------------|Poor | |Poor | |Poor |

 | Droughty |0.00 | Depth to bedrock |0.00 | Depth to bedrock |0.00

 | Depth to bedrock |0.00 | Slope |0.98 | Slope |0.00

 | Too acid |0.50 | | | Rock fragments |0.88

 | | | | | |

254B2: | | | | | |

 Norden--------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Depth to bedrock |0.00 | Depth to bedrock |0.58

 | organic matter | | | | |

 | Too acid |0.54 | | | |

 | Depth to bedrock |0.58 | | | |

 | Water erosion |0.90 | | | |

 | Droughty |0.99 | | | |

 | | | | | |

254C2: | | | | | |

 Norden--------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Depth to bedrock |0.00 | Depth to bedrock |0.58

 | organic matter | | | | Slope |0.96

 | Too acid |0.54 | | | |

 | Depth to bedrock |0.58 | | | |

 | Water erosion |0.90 | | | |

 | Droughty |0.99 | | | |

 | | | | | |
464 Soil Survey of

Table 22b.--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 | ___________________________________________________________________________________________________

 | | | | | |

254D2: | | | | | |

 Norden--------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to bedrock |0.00 | Slope |0.00

 | organic matter | | Slope |0.98 | Depth to bedrock |0.58

 | Too acid |0.54 | | | |

 | Depth to bedrock |0.58 | | | |

 | Water erosion |0.90 | | | |

 | Droughty |0.99 | | | |

 | | | | | |

254E2: | | | | | |

 Norden--------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to bedrock |0.00 | Slope |0.00

 | organic matter | | Slope |0.00 | Depth to bedrock |0.58

 | Too acid |0.54 | | | |

 | Depth to bedrock |0.58 | | | |

 | Water erosion |0.90 | | | |

 | Droughty |0.99 | | | |

 | | | | | |

254F: | | | | | |

 Norden--------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to bedrock |0.00 | Slope |0.00

 | organic matter | | Slope |0.00 | Depth to bedrock |0.58

 | Too acid |0.50 | | | |

 | Depth to bedrock |0.58 | | | |

 | Water erosion |0.90 | | | |

 | | | | | |

255B2: | | | | | |

 Urne----------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Depth to bedrock |0.00 | Depth to bedrock |0.58

 | organic matter | | | | Rock fragments |0.88

 | Too acid |0.54 | | | |

 | Depth to bedrock |0.58 | | | |

 | Droughty |0.77 | | | |

 | | | | | |

255C2: | | | | | |

 Urne----------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Depth to bedrock |0.00 | Depth to bedrock |0.58

 | organic matter | | | | Rock fragments |0.88

 | Too acid |0.54 | | | Slope |0.96

 | Depth to bedrock |0.58 | | | |

 | Droughty |0.77 | | | |

 | | | | | |

255D2: | | | | | |

 Urne----------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to bedrock |0.00 | Slope |0.00

 | organic matter | | Slope |0.98 | Depth to bedrock |0.58

 | Too acid |0.54 | | | Rock fragments |0.88

 | Depth to bedrock |0.58 | | | |

 | Droughty |0.77 | | | |

 | | | | | |

255E2: | | | | | |

 Urne----------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to bedrock |0.00 | Slope |0.00

 | organic matter | | Slope |0.00 | Depth to bedrock |0.58

 | Too acid |0.54 | | | Rock fragments |0.88

 | Depth to bedrock |0.58 | | | |

 | Droughty |0.77 | | | |

 | | | | | |
Dunn County, Wisconsin 465

Table 22b.--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 | ___________________________________________________________________________________________________

 | | | | | |

255F: | | | | | |

 Urne----------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to bedrock |0.00 | Slope |0.00

 | organic matter | | Slope |0.00 | Depth to bedrock |0.58

 | Too acid |0.54 | | | Rock fragments |0.88

 | Depth to bedrock |0.58 | | | |

 | Droughty |0.73 | | | |

 | | | | | |

265B: | | | | | |

 Garne---------------|Poor | |Poor | |Fair |

 | Wind erosion |0.00 | Depth to bedrock |0.00 | Too sandy |0.26

 | Droughty |0.02 | | | Depth to bedrock |0.58

 | Too sandy |0.26 | | | |

 | Too acid |0.54 | | | |

 | Depth to bedrock |0.58 | | | |

 | | | | | |

265C: | | | | | |

 Garne---------------|Poor | |Poor | |Fair |

 | Wind erosion |0.00 | Depth to bedrock |0.00 | Too sandy |0.26

 | Droughty |0.02 | | | Depth to bedrock |0.58

 | Too sandy |0.26 | | | Slope |0.96

 | Too acid |0.54 | | | |

 | Depth to bedrock |0.58 | | | |

 | | | | | |

266B: | | | | | |

 Hiles---------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Depth to bedrock |0.00 | Too acid |0.50

 | organic matter | | Depth to |0.53 | Rock fragments |0.50

 | Too acid |0.50 | saturated zone | | Depth to |0.53

 | Depth to bedrock |0.58 | Shrink-swell |0.91 | saturated zone |

 | Water erosion |0.90 | | | Depth to bedrock |0.58

 | Droughty |0.98 | | | |

 | | | | | |

268A: | | | | | |

 Kert----------------|Fair | |Poor | |Fair |

 | Too acid |0.50 | Depth to bedrock |0.00 | Depth to |0.14

 | Depth to bedrock |0.58 | Low strength |0.00 | saturated zone |

 | Low content of |0.88 | Depth to |0.14 | Depth to bedrock |0.58

 | organic matter | | saturated zone | | Too acid |0.98

 | Water erosion |0.90 | Shrink-swell |0.87 | |

 | | | | | |

269A: | | | | | |

 Veedum, undrained---|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to bedrock |0.00 | Depth to |0.00

 | organic matter | | Depth to |0.00 | saturated zone |

 | Too acid |0.50 | saturated zone | | Depth to bedrock |0.58

 | Depth to bedrock |0.58 | Low strength |0.00 | Too acid |0.76

 | Water erosion |0.90 | Shrink-swell |0.98 | |

 | | | | | |

273B2: | | | | | |

 Dobie---------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Depth to bedrock |0.00 | Depth to bedrock |0.58

 | organic matter | | Low strength |0.22 | |

 | Too acid |0.54 | Shrink-swell |0.96 | |

 | Depth to bedrock |0.58 | | | |

 | Water erosion |0.90 | | | |

 | | | | | |
466 Soil Survey of

Table 22b.--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 | ___________________________________________________________________________________________________

 | | | | | |

273B2: | | | | | |

 Hixton, frigid------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Depth to bedrock |0.00 | Depth to bedrock |0.58

 | organic matter | | | | |

 | Too acid |0.54 | | | |

 | Depth to bedrock |0.58 | | | |

 | Water erosion |0.90 | | | |

 | Droughty |0.99 | | | |

 | | | | | |

273C2: | | | | | |

 Dobie---------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Depth to bedrock |0.00 | Depth to bedrock |0.58

 | organic matter | | Low strength |0.22 | Slope |0.96

 | Too acid |0.54 | Shrink-swell |0.96 | |

 | Depth to bedrock |0.58 | | | |

 | Water erosion |0.90 | | | |

 | | | | | |

 Hixton, frigid------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Depth to bedrock |0.00 | Depth to bedrock |0.58

 | organic matter | | | | Slope |0.96

 | Too acid |0.54 | | | |

 | Depth to bedrock |0.58 | | | |

 | Water erosion |0.90 | | | |

 | Droughty |0.99 | | | |

 | | | | | |

273D2: | | | | | |

 Dobie---------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to bedrock |0.00 | Slope |0.00

 | organic matter | | Low strength |0.22 | Depth to bedrock |0.58

 | Too acid |0.54 | Shrink-swell |0.96 | |

 | Depth to bedrock |0.58 | Slope |0.98 | |

 | Water erosion |0.90 | | | |

 | | | | | |

 Hixton, frigid------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to bedrock |0.00 | Slope |0.00

 | organic matter | | Slope |0.98 | Depth to bedrock |0.58

 | Too acid |0.54 | | | |

 | Depth to bedrock |0.58 | | | |

 | Water erosion |0.90 | | | |

 | Droughty |0.99 | | | |

 | | | | | |

273E2: | | | | | |

 Dobie---------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to bedrock |0.00 | Slope |0.00

 | organic matter | | Slope |0.00 | Depth to bedrock |0.58

 | Too acid |0.54 | Low strength |0.22 | |

 | Depth to bedrock |0.58 | Shrink-swell |0.96 | |

 | Water erosion |0.90 | | | |

 | | | | | |

 Hixton, frigid------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to bedrock |0.00 | Slope |0.00

 | organic matter | | Slope |0.00 | Depth to bedrock |0.58

 | Too acid |0.54 | | | |

 | Depth to bedrock |0.58 | | | |

 | Water erosion |0.90 | | | |

 | Droughty |0.99 | | | |

 | | | | | |
Dunn County, Wisconsin 467

Table 22b.--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 | ___________________________________________________________________________________________________

 | | | | | |

275B2: | | | | | |

 Hayriver------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Depth to bedrock |0.00 | Rock fragments |0.50

 | organic matter | | | | Depth to bedrock |0.58

 | Droughty |0.53 | | | Too acid |0.98

 | Too acid |0.54 | | | |

 | Depth to bedrock |0.58 | | | |

 | | | | | |

 Elevasil, frigid----|Fair | |Poor | |Fair |

 | Low content of |0.12 | Depth to bedrock |0.00 | Depth to bedrock |0.58

 | organic matter | | | | |

 | Too acid |0.54 | | | |

 | Droughty |0.55 | | | |

 | Depth to bedrock |0.58 | | | |

 | | | | | |

275C2: | | | | | |

 Hayriver------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Depth to bedrock |0.00 | Rock fragments |0.50

 | organic matter | | | | Depth to bedrock |0.58

 | Droughty |0.53 | | | Slope |0.96

 | Too acid |0.54 | | | Too acid |0.98

 | Depth to bedrock |0.58 | | | |

 | | | | | |

 Elevasil, frigid----|Fair | |Poor | |Fair |

 | Low content of |0.12 | Depth to bedrock |0.00 | Depth to bedrock |0.58

 | organic matter | | | | Slope |0.96

 | Too acid |0.54 | | | |

 | Droughty |0.55 | | | |

 | Depth to bedrock |0.58 | | | |

 | | | | | |

275D2: | | | | | |

 Hayriver------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to bedrock |0.00 | Slope |0.00

 | organic matter | | Slope |0.98 | Rock fragments |0.50

 | Droughty |0.53 | | | Depth to bedrock |0.58

 | Too acid |0.54 | | | Too acid |0.98

 | Depth to bedrock |0.58 | | | |

 | | | | | |

 Elevasil, frigid----|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to bedrock |0.00 | Slope |0.00

 | organic matter | | Slope |0.98 | Depth to bedrock |0.58

 | Too acid |0.54 | | | |

 | Droughty |0.55 | | | |

 | Depth to bedrock |0.58 | | | |

 | | | | | |

276B: | | | | | |

 Humbird, loamy | | | | | |

 subsoil------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Depth to bedrock |0.00 | Too acid |0.50

 | organic matter | | Low strength |0.00 | Rock fragments |0.50

 | Droughty |0.23 | Depth to |0.53 | Depth to |0.53

 | Too acid |0.50 | saturated zone | | saturated zone |

 | Depth to bedrock |0.54 | | | Depth to bedrock |0.54

 | | | | | |

278A: | | | | | |

 Merrillan, loamy | | | | | |

 subsoil------------|Fair | |Poor | |Fair |

 | Too acid |0.50 | Depth to bedrock |0.00 | Depth to |0.14

 | Droughty |0.55 | Depth to |0.14 | saturated zone |

 | Depth to bedrock |0.58 | saturated zone | | Depth to bedrock |0.58

 | Low content of |0.88 | | | Too acid |0.98

 | organic matter | | | | |

 | | | | | |
468 Soil Survey of

Table 22b.--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 | ___________________________________________________________________________________________________

 | | | | | |

282C: | | | | | |

 Twinmound-----------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to bedrock |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Rock fragments |0.50

 | Droughty |0.00 | | | Depth to bedrock |0.58

 | Low content of |0.12 | | | Slope |0.63

 | organic matter | | | | |

 | Depth to bedrock |0.58 | | | |

 | Too acid |0.68 | | | |

 | | | | | |

282F: | | | | | |

 Twinmound-----------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to bedrock |0.00 | Slope |0.00

 | Wind erosion |0.00 | Slope |0.00 | Too sandy |0.00

 | Droughty |0.00 | | | Rock fragments |0.50

 | Low content of |0.12 | | | Depth to bedrock |0.58

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | Depth to bedrock |0.58 | | | |

 | | | | | |

313D2: | | | | | |

 Plumcreek-----------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Shrink-swell |0.87 | Slope |0.00

 | organic matter | | Slope |0.98 | |

 | Water erosion |0.90 | | | |

 | Too acid |0.97 | | | |

 | | | | | |

313F: | | | | | |

 Plumcreek-----------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Slope |0.00 | Slope |0.00

 | organic matter | | Shrink-swell |0.87 | |

 | Water erosion |0.90 | | | |

 | Too acid |0.97 | | | |

 | | | | | |

316B2: | | | | | |

 Ella----------------|Fair | |Poor | |Good |

 | Low content of |0.50 | Low strength |0.00 | |

 | organic matter | | Shrink-swell |0.87 | |

 | Water erosion |0.90 | | | |

 | Too acid |0.97 | | | |

 | | | | | |

316C2: | | | | | |

 Ella----------------|Fair | |Poor | |Fair |

 | Low content of |0.50 | Low strength |0.00 | Slope |0.96

 | organic matter | | Shrink-swell |0.87 | |

 | Water erosion |0.90 | | | |

 | Too acid |0.97 | | | |

 | | | | | |

318A: | | | | | |

 Bearpen-------------|Fair | |Poor | |Fair |

 | Low content of |0.50 | Low strength |0.00 | Depth to |0.14

 | organic matter | | Depth to |0.14 | saturated zone |

 | Water erosion |0.90 | saturated zone | | |

 | Too acid |0.97 | | | |

 | | | | | |

349A: | | | | | |

 Rib, valley train, | | | | | |

 undrained----------|Fair | |Poor | |Poor |

 | Too acid |0.88 | Depth to |0.00 | Depth to |0.00

 | Water erosion |0.90 | saturated zone | | saturated zone |

 | | | | | Hard to reclaim |0.00

 | | | | | |
Dunn County, Wisconsin 469

Table 22b.--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 | ___________________________________________________________________________________________________

 | | | | | |

378A: | | | | | |

 Poskin, valley train|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 |0.32

 | Water erosion |0.90 | | | |

 | | | | | |

403A: | | | | | |

 Dakota--------------|Fair | |Good | |Fair |

 | Too acid |0.84 | | | Hard to reclaim |0.32

 | Low content of |0.88 | | | |

 | organic matter | | | | |

 | Water erosion |0.99 | | | |

 | | | | | |

413A: | | | | | |

 Rasset--------------|Fair | |Good | |Fair |

 | Too acid |0.84 | | | Hard to reclaim |0.32

 | Low content of |0.88 | | | |

 | organic matter | | | | |

 | | | | | |

413B: | | | | | |

 Rasset--------------|Fair | |Good | |Fair |

 | Too acid |0.84 | | | Hard to reclaim |0.32

 | Low content of |0.88 | | | |

 | organic matter | | | | |

 | | | | | |

416A: | | | | | |

 Menomin-------------|Fair | |Good | |Good |

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.84 | | | |

 | Water erosion |0.90 | | | |

 | | | | | |

423A: | | | | | |

 Meridian------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Hard to reclaim |0.68

 | organic matter | | | | |

 | Too acid |0.84 | | | |

 | Water erosion |0.90 | | | |

 | | | | | |

423B2: | | | | | |

 Meridian------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Hard to reclaim |0.68

 | organic matter | | | | |

 | Too acid |0.84 | | | |

 | Water erosion |0.90 | | | |

 | | | | | |

423C2: | | | | | |

 Meridian------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Hard to reclaim |0.68

 | organic matter | | | | Slope |0.96

 | Too acid |0.84 | | | |

 | Water erosion |0.90 | | | |

 | | | | | |

428A: | | | | | |

 Shiffer-------------|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 | | | |

 | | | | | |
470 Soil Survey of

Table 22b.--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 | ___________________________________________________________________________________________________

 | | | | | |

429A: | | | | | |

 Lows, undrained-----|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.84 | | | |

 | | | | | |

432A: | | | | | |

 Kevilar-------------|Fair | |Good | |Good |

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.97 | | | |

 | | | | | |

432B: | | | | | |

 Kevilar-------------|Fair | |Good | |Good |

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.97 | | | |

 | | | | | |

432C2: | | | | | |

 Kevilar-------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Slope |0.96

 | organic matter | | | | |

 | Too acid |0.97 | | | |

 | | | | | |

432D2: | | | | | |

 Kevilar-------------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Slope |0.98 | Slope |0.00

 | organic matter | | | | |

 | Too acid |0.97 | | | |

 | | | | | |

433A: | | | | | |

 Forkhorn------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Hard to reclaim |0.32

 | organic matter | | | | Rock fragments |0.97

 | Too acid |0.84 | | | |

 | Droughty |0.99 | | | |

 | | | | | |

433B: | | | | | |

 Forkhorn------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Hard to reclaim |0.32

 | organic matter | | | | Rock fragments |0.97

 | Too acid |0.84 | | | |

 | Droughty |0.99 | | | |

 | | | | | |

433C2: | | | | | |

 Forkhorn------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Hard to reclaim |0.32

 | organic matter | | | | Slope |0.96

 | Too acid |0.84 | | | Rock fragments |0.97

 | Droughty |0.99 | | | |

 | | | | | |

433D2: | | | | | |

 Forkhorn------------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Slope |0.98 | Slope |0.00

 | organic matter | | | | Hard to reclaim |0.32

 | Too acid |0.84 | | | Rock fragments |0.97

 | Droughty |0.99 | | | |

 | | | | | |
Dunn County, Wisconsin 471

Table 22b.--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 | ___________________________________________________________________________________________________

 | | | | | |

434B: | | | | | |

 Bilson--------------|Fair | |Good | |Good |

 | Low content of |0.50 | | | |

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | | | | | |

436A: | | | | | |

 Rusktown------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Rock fragments |0.88

 | organic matter | | | | |

 | Too acid |0.84 | | | |

 | | | | | |

438A: | | | | | |

 Hoopeston-----------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Depth to |0.14 | Too sandy |0.00

 | Low content of |0.12 | saturated zone | | Depth to |0.14

 | organic matter | | | | saturated zone |

 | Too acid |0.84 | | | |

 | | | | | |

453A: | | | | | |

 Burkhardt-----------|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 |0.08

 | Droughty |0.66 | | | |

 | Too acid |0.84 | | | |

 | | | | | |

453B: | | | | | |

 Burkhardt-----------|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 |0.08

 | Droughty |0.66 | | | |

 | Too acid |0.84 | | | |

 | | | | | |

454B: | | | | | |

 Chetek, kame terrace|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 |0.56 | | | |

 | Too acid |0.97 | | | |

 | | | | | |

454C2: | | | | | |

 Chetek, kame terrace|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 |0.56 | | | Slope |0.96

 | Too acid |0.97 | | | |

 | | | | | |

454D2: | | | | | |

 Chetek, kame terrace|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Slope |0.98 | Too sandy |0.00

 | Low content of |0.12 | | | Slope |0.00

 | organic matter | | | | Rock fragments |0.00

 | Droughty |0.56 | | | Hard to reclaim |0.32

 | Too acid |0.97 | | | |

 | | | | | |
472 Soil Survey of

Table 22b.--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 | ___________________________________________________________________________________________________

 | | | | | |

454E: | | | | | |

 Chetek, kame terrace|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

 | Too acid |0.50 | | | Hard to reclaim |0.32

 | Droughty |0.84 | | | |

 | | | | | |

468A: | | | | | |

 Oesterle, valley | | | | | |

 train--------------|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 |0.32

 | Droughty |0.98 | | | Rock fragments |0.88

 | | | | | |

501A: | | | | | |

 Finchford-----------|Poor | |Good | |Fair |

 | Wind erosion |0.00 | | | Too sandy |0.02

 | Too sandy |0.02 | | | Hard to reclaim |0.32

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Droughty |0.91 | | | |

 | Too acid |0.97 | | | |

 | | | | | |

501B: | | | | | |

 Finchford-----------|Poor | |Good | |Fair |

 | Wind erosion |0.00 | | | Too sandy |0.02

 | Too sandy |0.02 | | | Hard to reclaim |0.32

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Droughty |0.91 | | | |

 | Too acid |0.97 | | | |

 | | | | | |

502B2: | | | | | |

 Chelsea-------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | |

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.84 | | | |

 | | | | | |

502C2: | | | | | |

 Chelsea-------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.63

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.84 | | | |

 | | | | | |

506A: | | | | | |

 Komro---------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Rock fragments |0.88

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Droughty |0.80 | | | |

 | Too acid |0.84 | | | |

 | | | | | |
Dunn County, Wisconsin 473

Table 22b.--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 | ___________________________________________________________________________________________________

 | | | | | |

508A: | | | | | |

 Farrington----------|Poor | |Fair | |Fair |

 | Wind erosion |0.00 | Depth to |0.14 | Depth to |0.14

 | Low content of |0.12 | saturated zone | | saturated zone |

 | organic matter | | | | Too sandy |0.30

 | Too sandy |0.30 | | | |

 | Droughty |0.68 | | | |

 | Too acid |0.97 | | | |

 | | | | | |

510B: | | | | | |

 Boplain-------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to bedrock |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Depth to bedrock |0.58

 | Droughty |0.00 | | | |

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Depth to bedrock |0.58 | | | |

 | Too acid |0.68 | | | |

 | | | | | |

510C: | | | | | |

 Boplain-------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to bedrock |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Depth to bedrock |0.58

 | Droughty |0.00 | | | Slope |0.63

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Depth to bedrock |0.58 | | | |

 | Too acid |0.68 | | | |

 | | | | | |

511A: | | | | | |

 Plainfield----------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Hard to reclaim |0.32

 | Low content of |0.12 | | | Rock fragments |0.97

 | organic matter | | | | |

 | Droughty |0.68 | | | |

 | Too acid |0.84 | | | |

 | | | | | |

511B: | | | | | |

 Plainfield----------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Hard to reclaim |0.32

 | Low content of |0.12 | | | Rock fragments |0.97

 | organic matter | | | | |

 | Droughty |0.68 | | | |

 | Too acid |0.84 | | | |

 | | | | | |

511C: | | | | | |

 Plainfield----------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Hard to reclaim |0.32

 | Low content of |0.12 | | | Slope |0.63

 | organic matter | | | | Rock fragments |0.97

 | Droughty |0.68 | | | |

 | Too acid |0.84 | | | |

 | | | | | |
474 Soil Survey of

Table 22b.--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 | ___________________________________________________________________________________________________

 | | | | | |

511F: | | | | | |

 Plainfield----------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Slope |0.00 | Slope |0.00

 | Wind erosion |0.00 | | | Too sandy |0.00

 | Low content of |0.12 | | | Hard to reclaim |0.32

 | organic matter | | | | Rock fragments |0.97

 | Too acid |0.50 | | | |

 | Droughty |0.91 | | | |

 | | | | | |

512B: | | | | | |

 Drammen-------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | |

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.97 | | | |

 | | | | | |

512C: | | | | | |

 Drammen-------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.96

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.97 | | | |

 | | | | | |

512D: | | | | | |

 Drammen-------------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Slope |0.98 | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.00

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.97 | | | |

 | | | | | |

516A: | | | | | |

 Aldo----------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Hard to reclaim |0.32

 | Droughty |0.77 | | | Rock fragments |0.88

 | Low content of |0.88 | | | |

 | organic matter | | | | |

 | Too acid |0.97 | | | |

 | | | | | |

546A: | | | | | |

 Prissel-------------|Poor | |Good | |Fair |

 | Wind erosion |0.00 | | | Too sandy |0.19

 | Too sandy |0.19 | | | |

 | Low content of |0.88 | | | |

 | organic matter | | | | |

 | Too acid |0.97 | | | |

 | | | | | |

546B: | | | | | |

 Prissel-------------|Poor | |Good | |Fair |

 | Wind erosion |0.00 | | | Too sandy |0.19

 | Too sandy |0.19 | | | |

 | Low content of |0.88 | | | |

 | organic matter | | | | |

 | Too acid |0.97 | | | |

 | | | | | |
Dunn County, Wisconsin 475

Table 22b.--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 | ___________________________________________________________________________________________________

 | | | | | |

546C: | | | | | |

 Prissel-------------|Poor | |Good | |Fair |

 | Wind erosion |0.00 | | | Too sandy |0.19

 | Too sandy |0.19 | | | Slope |0.63

 | Low content of |0.88 | | | |

 | organic matter | | | | |

 | Too acid |0.97 | | | |

 | | | | | |

546F: | | | | | |

 Prissel-------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Slope |0.00 | Slope |0.00

 | Too sandy |0.19 | | | Too sandy |0.19

 | Too acid |0.20 | | | |

 | Low content of |0.88 | | | |

 | organic matter | | | | |

 | | | | | |

555A: | | | | | |

 Fordum, frequently | | | | | |

 flooded------------|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 |0.12

 | | | | | Hard to reclaim |0.50

 | | | | | |

561B: | | | | | |

 Tarr----------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | |

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Droughty |0.24 | | | |

 | Too acid |0.68 | | | |

 | | | | | |

566A: | | | | | |

 Tint----------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | |

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Droughty |0.26 | | | |

 | Too acid |0.68 | | | |

 | | | | | |

573B: | | | | | |

 Plainbo, sand sheet |Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to bedrock |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Depth to bedrock |0.58

 | Droughty |0.00 | | | Too acid |0.92

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | Depth to bedrock |0.58 | | | |

 | | | | | |

573C: | | | | | |

 Plainbo, sand sheet |Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to bedrock |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Depth to bedrock |0.58

 | Droughty |0.00 | | | Slope |0.63

 | Low content of |0.12 | | | Too acid |0.92

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | Depth to bedrock |0.58 | | | |

 | | | | | |
476 Soil Survey of

Table 22b.--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 | ___________________________________________________________________________________________________

 | | | | | |

588A: | | | | | |

 Meehan, valley train|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Depth to |0.14 | Too sandy |0.00

 | Wind erosion |0.00 | saturated zone | | Depth to |0.14

 | Low content of |0.12 | | | saturated zone |

 | organic matter | | | | Too acid |0.88

 | Droughty |0.19 | | | |

 | Too acid |0.50 | | | |

 | | | | | |

589A: | | | | | |

 Newson, undrained---|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | saturated zone | | Depth to |0.00

 | Low content of |0.12 | | | saturated zone |

 | organic matter | | | | Rock fragments |0.88

 | Too acid |0.50 | | | |

 | Droughty |0.62 | | | |

 | | | | | |

601C: | | | | | |

 Beavercreek---------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Cobble content |0.00 | Hard to reclaim |0.00

 | organic matter | | | | Rock fragments |0.00

 | Cobble content |0.41 | | | Too sandy |0.99

 | Too sandy |0.99 | | | |

 | | | | | |

616B: | | | | | |

 Chaseburg-----------|Fair | |Good | |Good |

 | Water erosion |0.99 | | | |

 | | | | | |

619A: | | | | | |

 Vancecreek, | | | | | |

 undrained----------|Fair | |Poor | |Poor |

 | Too acid |0.84 | Depth to |0.00 | Depth to |0.00

 | Water erosion |0.90 | saturated zone | | saturated zone |

 | | | Low strength |0.00 | |

 | | | | | |

626A: | | | | | |

 Arenzville----------|Fair | |Good | |Good |

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Water erosion |0.99 | | | |

 | | | | | |

628A: | | | | | |

 Orion---------------|Fair | |Fair | |Fair |

 | Water erosion |0.99 | Depth to |0.14 | Depth to |0.14

 | | | saturated zone | | saturated zone |

 | | | | | |

629A: | | | | | |

 Ettrick, undrained--|Fair | |Poor | |Poor |

 | Low content of |0.50 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | | | Low strength |0.00 | |

 | | | | | |

636A: | | | | | |

 Quarderer-----------|Fair | |Good | |Good |

 | Too acid |0.54 | | | |

 | Low content of |0.88 | | | |

 | organic matter | | | | |

 | Water erosion |0.90 | | | |

 | | | | | |
Dunn County, Wisconsin 477

Table 22b.--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 | ___________________________________________________________________________________________________

 | | | | | |

646A: | | | | | |

 Dunnbot-------------|Good | |Good | |Fair |

 | | | | | Hard to reclaim |0.32

 | | | | | |

656A: | | | | | |

 Scotah--------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Hard to reclaim |0.32

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Droughty |0.44 | | | |

 | | | | | |

766A: | | | | | |

 Moppet, occasionally| | | | | |

 flooded------------|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

 | | | | | |

804B2: | | | | | |

 Arland, dissected---|Fair | |Poor | |Fair |

 | Depth to bedrock |0.58 | Depth to bedrock |0.00 | Depth to bedrock |0.58

 | Droughty |0.64 | | | Rock fragments |0.88

 | Too acid |0.68 | | | |

 | | | | | |

804C2: | | | | | |

 Arland, dissected---|Fair | |Poor | |Fair |

 | Depth to bedrock |0.58 | Depth to bedrock |0.00 | Depth to bedrock |0.58

 | Droughty |0.64 | | | Rock fragments |0.88

 | Too acid |0.68 | | | Slope |0.96

 | | | | | |

804D: | | | | | |

 Arland, dissected---|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to bedrock |0.00 | Slope |0.00

 | organic matter | | Slope |0.68 | Depth to bedrock |0.58

 | Too acid |0.50 | | | Rock fragments |0.88

 | Depth to bedrock |0.58 | | | |

 | Droughty |0.81 | | | |

 | | | | | |

814D2: | | | | | |

 Renova, dissected---|Fair | |Fair | |Poor |

 | Low content of |0.12 | Shrink-swell |0.87 | Slope |0.00

 | organic matter | | Slope |0.98 | |

 | Too acid |0.54 | | | |

 | Water erosion |0.68 | | | |

 | | | | | |

816B2: | | | | | |

 Vlasaty, dissected--|Fair | |Fair | |Fair |

 | Low content of |0.12 | Depth to |0.53 | Depth to |0.53

 | organic matter | | saturated zone | | saturated zone |

 | Water erosion |0.68 | Shrink-swell |0.88 | |

 | Too acid |0.74 | | | |

 | | | | | |

816C2: | | | | | |

 Vlasaty, dissected--|Fair | |Fair | |Fair |

 | Low content of |0.12 | Depth to |0.53 | Depth to |0.53

 | organic matter | | saturated zone | | saturated zone |

 | Water erosion |0.68 | Shrink-swell |0.88 | Slope |0.96

 | Too acid |0.74 | | | |

 | | | | | |
478 Soil Survey of

Table 22b.--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 | ___________________________________________________________________________________________________

 | | | | | |

826B2: | | | | | |

 Hersey--------------|Fair | |Poor | |Good |

 | Low content of |0.50 | Low strength |0.00 | |

 | organic matter | | Shrink-swell |0.87 | |

 | Water erosion |0.90 | | | |

 | Too acid |0.97 | | | |

 | | | | | |

826C2: | | | | | |

 Hersey--------------|Fair | |Poor | |Fair |

 | Low content of |0.50 | Low strength |0.00 | Slope |0.96

 | organic matter | | Shrink-swell |0.87 | |

 | Water erosion |0.90 | | | |

 | Too acid |0.97 | | | |

 | | | | | |

828B: | | | | | |

 Vasa----------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Depth to |0.14

 | organic matter | | Depth to |0.14 | saturated zone |

 | Water erosion |0.90 | saturated zone | | |

 | Too acid |0.97 | Shrink-swell |0.87 | |

 | | | | | |

836B2: | | | | | |

 Spencer, dissected--|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Too acid |0.98

 | organic matter | | | | |

 | Too acid |0.54 | | | |

 | Water erosion |0.68 | | | |

 | | | | | |

836C2: | | | | | |

 Spencer, dissected--|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Slope |0.96

 | organic matter | | | | Too acid |0.98

 | Too acid |0.54 | | | |

 | Water erosion |0.68 | | | |

 | | | | | |

838B: | | | | | |

 Almena, dissected---|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Hard to reclaim |0.01

 | organic matter | | Depth to |0.14 | Depth to |0.14

 | Too acid |0.54 | saturated zone | | saturated zone |

 | Water erosion |0.90 | Shrink-swell |0.99 | Too acid |0.98

 | | | | | |

870B2: | | | | | |

 Santiago, dissected |Fair | |Good | |Poor |

 | Low content of |0.12 | | | Rock fragments |0.00

 | organic matter | | | | Hard to reclaim |0.05

 | Too acid |0.68 | | | |

 | Water erosion |0.90 | | | |

 | | | | | |

870C2: | | | | | |

 Santiago, dissected |Fair | |Good | |Poor |

 | Low content of |0.12 | | | Rock fragments |0.00

 | organic matter | | | | Hard to reclaim |0.05

 | Too acid |0.68 | | | Slope |0.96

 | Water erosion |0.90 | | | |

 | | | | | |

 | | | | | |
Dunn County, Wisconsin 479

Table 22b.--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 | ___________________________________________________________________________________________________

 | | | | | |

875B: | | | | | |

 Amery, dissected----|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Hard to reclaim |0.84

 | organic matter | | | | Rock fragments |0.88

 | Too acid |0.54 | | | Too acid |0.98

 | | | | | |

875C2: | | | | | |

 Amery, dissected----|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Hard to reclaim |0.84

 | organic matter | | | | Rock fragments |0.88

 | Too acid |0.54 | | | Slope |0.96

 | | | | | Too acid |0.98

 | | | | | |

875D: | | | | | |

 Amery, dissected----|Fair | |Fair | |Poor |

 | Low content of |0.12 | Slope |0.98 | Slope |0.00

 | organic matter | | | | Hard to reclaim |0.84

 | Too acid |0.54 | | | Rock fragments |0.88

 | | | | | Too acid |0.98

 | | | | | |

1125F: | | | | | |

 Dorerton------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Slope |0.00 | Slope |0.00

 | organic matter | | Cobble content |0.71 | Hard to reclaim |0.00

 | Too acid |0.84 | Depth to bedrock |0.99 | |

 | Stone content |0.92 | Stone content |0.99 | |

 | Droughty |0.96 | | | |

 | Cobble content |0.98 | | | |

 | | | | | |

 Elbaville-----------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Slope |0.00 | Slope |0.00

 | organic matter | | | | Hard to reclaim |0.00

 | Too acid |0.50 | | | Rock fragments |0.00

 | Too clayey |0.50 | | | Too clayey |0.29

 | Water erosion |0.90 | | | |

 | | | | | |

1145F: | | | | | |

 Gaphill-------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Slope |0.00 | Slope |0.00

 | organic matter | | | | |

 | Too acid |0.20 | | | |

 | | | | | |

 Rockbluff-----------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Slope |0.00 | Slope |0.00

 | Wind erosion |0.00 | | | Too sandy |0.00

 | Low content of |0.12 | | | Rock fragments |0.88

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.59 | | | |

 | | | | | |

1224F: | | | | | |

 Boone---------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to bedrock |0.00 | Slope |0.00

 | Wind erosion |0.00 | Slope |0.00 | Too sandy |0.00

 | Droughty |0.00 | | | Depth to bedrock |0.58

 | Low content of |0.12 | | | Rock fragments |0.88

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | Depth to bedrock |0.58 | | | |

 | | | | | |
480 Soil Survey of

Table 22b.--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 | ___________________________________________________________________________________________________

 | | | | | |

1224F: | | | | | |

 Elevasil------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to bedrock |0.00 | Slope |0.00

 | organic matter | | Slope |0.00 | Depth to bedrock |0.58

 | Too acid |0.50 | | | |

 | Depth to bedrock |0.58 | | | |

 | Droughty |0.75 | | | |

 | | | | | |

1233F: | | | | | |

 Boone---------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to bedrock |0.00 | Slope |0.00

 | Wind erosion |0.00 | Slope |0.00 | Too sandy |0.00

 | Droughty |0.00 | | | Depth to bedrock |0.58

 | Low content of |0.12 | | | Rock fragments |0.88

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | Depth to bedrock |0.58 | | | |

 | | | | | |

 Tarr----------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Slope |0.00 | Slope |0.00

 | Wind erosion |0.00 | | | Too sandy |0.00

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.76 | | | |

 | | | | | |

1275F: | | | | | |

 Hayriver------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to bedrock |0.00 | Slope |0.00

 | organic matter | | Slope |0.00 | Rock fragments |0.50

 | Too acid |0.50 | | | Depth to bedrock |0.58

 | Depth to bedrock |0.58 | | | Too acid |0.98

 | Droughty |0.77 | | | |

 | | | | | |

 Twinmound-----------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to bedrock |0.00 | Slope |0.00

 | Wind erosion |0.00 | Slope |0.00 | Too sandy |0.00

 | Droughty |0.00 | | | Rock fragments |0.50

 | Low content of |0.12 | | | Depth to bedrock |0.58

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | Depth to bedrock |0.58 | | | |

 | | | | | |

1648A: | | | | | |

 Northbend-----------|Fair | |Fair | |Fair |

 | Low content of |0.50 | Depth to |0.14 | Depth to |0.14

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.50 | | | Too acid |0.88

 | Water erosion |0.90 | | | |

 | | | | | |

 Ettrick, flood | | | | | |

 plain, undrained---|Fair | |Poor | |Poor |

 | Low content of |0.50 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | | | Low strength |0.22 | |

 | | | | | |

1658A: | | | | | |

 Algansee------------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Depth to |0.14 | Too sandy |0.00

 | Low content of |0.12 | saturated zone | | Depth to |0.14

 | organic matter | | | | saturated zone |

 | Droughty |0.74 | | | Hard to reclaim |0.92

 | | | | | |
Dunn County, Wisconsin 481

Table 22b.--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 | ___________________________________________________________________________________________________

 | | | | | |

1658A: | | | | | |

 Kalmarville, | | | | | |

 undrained----------|Good | |Poor | |Poor |

 | | | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | | | |

2002: | | | | | |

 Udorthents, earthen | | | | | |

 dams---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2003A: | | | | | |

 Riverwash-----------|Not rated | |Not rated | |Not rated |

 | | | | | |

2013: | | | | | |

 Pits, gravel--------|Not rated | |Not rated | |Not rated |

 | | | | | |

2014: | | | | | |

 Pits, quarry, hard | | | | | |

 bedrock------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2016: | | | | | |

 Pits, quarry, soft | | | | | |

 bedrock------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2030: | | | | | |

 Udorthents, cut or | | | | | |

 fill---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Udipsamments, cut or| | | | | |

 fill---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2050: | | | | | |

 Landfill------------|Not rated | |Not rated | |Not rated |

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
482 Soil Survey of

Table 23.--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 | ___________________________________________________________________________________________________

 | | | | | |

11A: | | | | | |

 Markey, flood plain,| | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Ponding |1.00 | Cutbanks cave |1.00

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Seepage |0.64 | |

 | | | | | |

20A: | | | | | |

 Palms, undrained----|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Content of |1.00 | Cutbanks cave |0.10

 | | | organic matter | | |

 | | | Ponding |1.00 | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

 Houghton, undrained |Very limited | |Not rated | |Somewhat limited |

 | Seepage |1.00 | | | Cutbanks cave |0.10

 | | | | | |

40A: | | | | | |

 Markey, undrained---|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Ponding |1.00 | Cutbanks cave |1.00

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Seepage |0.50 | |

 | | | | | |

 Seelyeville, | | | | | |

 undrained----------|Very limited | |Not rated | |Somewhat limited |

 | Seepage |1.00 | | | Cutbanks cave |0.10

 | | | | | |

45A: | | | | | |

 Seelyeville, | | | | | |

 undrained----------|Very limited | |Not rated | |Somewhat limited |

 | Seepage |1.00 | | | Cutbanks cave |0.10

 | | | | | |

 Cathro, undrained---|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Content of |1.00 | Cutbanks cave |0.10

 | | | organic matter | | |

 | | | Ponding |1.00 | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

101B: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.86 | Depth to water |1.00

 | | | | | |

101C: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.86 | Depth to water |1.00

 | | | | | |
Dunn County, Wisconsin 483

Table 23.--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 | ___________________________________________________________________________________________________

 | | | | | |

101E: | | | | | |

 Menahga, valley | | | | | |

 train--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.86 | Depth to water |1.00

 | Slope |0.15 | | | |

 | | | | | |

115B2: | | | | | |

 Seaton--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.93 | Depth to water |1.00

 | | | | | |

115C2: | | | | | |

 Seaton--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.93 | Depth to water |1.00

 | | | | | |

115D2: | | | | | |

 Seaton--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.93 | Depth to water |1.00

 | Slope |0.04 | | | |

 | | | | | |

115E2: | | | | | |

 Seaton--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.93 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |

116C2: | | | | | |

 Churchtown----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.98 | Depth to water |1.00

 | | | | | |

116D2: | | | | | |

 Churchtown----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.98 | Depth to water |1.00

 | Slope |0.04 | | | |

 | | | | | |

116E2: | | | | | |

 Churchtown----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.98 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |

125B2: | | | | | |

 Pepin---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.12 | Depth to water |1.00

 | | | | | |

125C2: | | | | | |

 Pepin---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.12 | Depth to water |1.00

 | | | | | |

125D2: | | | | | |

 Pepin---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.12 | Depth to water |1.00

 | Slope |0.04 | | | |

 | | | | | |

125E2: | | | | | |

 Pepin---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.12 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |

135C2: | | | | | |

 Wickware------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | | | | |
484 Soil Survey of

Table 23.--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 | ___________________________________________________________________________________________________

 | | | | | |

135D2: | | | | | |

 Wickware------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | Slope |0.04 | | | |

 | | | | | |

135E2: | | | | | |

 Wickware------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |

136B: | | | | | |

 Doritty-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | | | | | |

136C2: | | | | | |

 Doritty-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | | | | | |

144B2: | | | | | |

 NewGlarus-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.12 | Depth to water |1.00

 | Depth to bedrock |0.10 | Thin layer |0.11 | |

 | | | | | |

144C2: | | | | | |

 NewGlarus-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.12 | Depth to water |1.00

 | Depth to bedrock |0.10 | Thin layer |0.11 | |

 | | | | | |

144D2: | | | | | |

 NewGlarus-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.12 | Depth to water |1.00

 | Depth to bedrock |0.10 | Thin layer |0.11 | |

 | Slope |0.04 | | | |

 | | | | | |

144E2: | | | | | |

 NewGlarus-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.12 | Depth to water |1.00

 | Slope |0.28 | Thin layer |0.11 | |

 | Depth to bedrock |0.10 | | | |

 | | | | | |

161E: | | | | | |

 Fivepoints----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.86 | Depth to water |1.00

 | Depth to bedrock |0.86 | Seepage |0.19 | |

 | Slope |0.28 | Piping |0.01 | |

 | | | | | |

208A: | | | | | |

 Siouxcreek----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Depth to water |1.00

 | Depth to bedrock |0.11 | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Thin layer |0.85 | |

 | | | Seepage |0.01 | |

 | | | | | |

213B2: | | | | | |

 Hixton--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | Depth to bedrock |0.11 | Thin layer |0.85 | |

 | | | | | |
Dunn County, Wisconsin 485

Table 23.--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 | ___________________________________________________________________________________________________

 | | | | | |

213C2: | | | | | |

 Hixton--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | Depth to bedrock |0.11 | Thin layer |0.85 | |

 | | | | | |

224B: | | | | | |

 Elevasil------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.11 | Seepage |0.04 | |

 | | | | | |

224C2: | | | | | |

 Elevasil------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.11 | Seepage |0.04 | |

 | | | | | |

224D2: | | | | | |

 Elevasil------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.11 | Seepage |0.04 | |

 | Slope |0.04 | | | |

 | | | | | |

224E2: | | | | | |

 Elevasil------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Slope |0.28 | Seepage |0.04 | |

 | Depth to bedrock |0.11 | | | |

 | | | | | |

233C: | | | | | |

 Boone---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.89 | Depth to water |1.00

 | Depth to bedrock |0.11 | Thin layer |0.85 | |

 | Slope |0.01 | | | |

 | | | | | |

243B2: | | | | | |

 Hixton, thin solum--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | Depth to bedrock |0.41 | Thin layer |1.00 | |

 | | | | | |

243C2: | | | | | |

 Hixton, thin solum--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | Depth to bedrock |0.41 | Thin layer |1.00 | |

 | | | | | |

244B: | | | | | |

 Elkmound------------|Somewhat limited | |Very limited | |Very limited |

 | Depth to bedrock |0.66 | Thin layer |1.00 | Depth to water |1.00

 | Seepage |0.02 | | | |

 | | | | | |

244C2: | | | | | |

 Elkmound------------|Somewhat limited | |Very limited | |Very limited |

 | Depth to bedrock |0.66 | Thin layer |1.00 | Depth to water |1.00

 | Seepage |0.02 | | | |

 | | | | | |

244D2: | | | | | |

 Elkmound------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Thin layer |1.00 | Depth to water |1.00

 | Slope |0.04 | | | |

 | Seepage |0.02 | | | |

 | | | | | |
486 Soil Survey of

Table 23.--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 | ___________________________________________________________________________________________________

 | | | | | |

254B2: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | Depth to bedrock |0.11 | Thin layer |0.85 | |

 | | | | | |

254C2: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | Depth to bedrock |0.11 | Thin layer |0.85 | |

 | | | | | |

254D2: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | Depth to bedrock |0.11 | Thin layer |0.85 | |

 | Slope |0.04 | | | |

 | | | | | |

254E2: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | Slope |0.28 | Thin layer |0.85 | |

 | Depth to bedrock |0.11 | | | |

 | | | | | |

254F: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | Slope |0.82 | Thin layer |0.85 | |

 | Depth to bedrock |0.11 | | | |

 | | | | | |

255B2: | | | | | |

 Urne----------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.11 | Seepage |0.01 | |

 | | | | | |

255C2: | | | | | |

 Urne----------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.11 | Seepage |0.01 | |

 | | | | | |

255D2: | | | | | |

 Urne----------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.11 | Seepage |0.01 | |

 | Slope |0.04 | | | |

 | | | | | |

255E2: | | | | | |

 Urne----------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Slope |0.28 | Seepage |0.01 | |

 | Depth to bedrock |0.11 | | | |

 | | | | | |

255F: | | | | | |

 Urne----------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | Slope |0.82 | Thin layer |0.85 | |

 | Depth to bedrock |0.11 | Seepage |0.01 | |

 | | | | | |

265B: | | | | | |

 Garne---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.11 | Seepage |0.69 | |

 | | | | | |
Dunn County, Wisconsin 487

Table 23.--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 | ___________________________________________________________________________________________________

 | | | | | |

265C: | | | | | |

 Garne---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.11 | Seepage |0.69 | |

 | | | | | |

266B: | | | | | |

 Hiles---------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.54 | Depth to |1.00 | Depth to water |1.00

 | Depth to bedrock |0.11 | saturated zone | | |

 | | | Piping |0.97 | |

 | | | Thin layer |0.85 | |

 | | | | | |

268A: | | | | | |

 Kert----------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | Depth to bedrock |0.11 | saturated zone | | |

 | | | Piping |0.86 | |

 | | | Thin layer |0.85 | |

 | | | | | |

269A: | | | | | |

 Veedum, undrained---|Somewhat limited | |Very limited | |Somewhat limited |

 | Seepage |0.72 | Ponding |1.00 | Cutbanks cave |0.10

 | Depth to bedrock |0.11 | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Thin layer |0.85 | |

 | | | | | |

273B2: | | | | | |

 Dobie---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | Depth to bedrock |0.11 | Thin layer |0.85 | |

 | | | | | |

 Hixton, frigid------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | Depth to bedrock |0.11 | Thin layer |0.85 | |

 | | | | | |

273C2: | | | | | |

 Dobie---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | Depth to bedrock |0.11 | Thin layer |0.85 | |

 | | | | | |

 Hixton, frigid------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | Depth to bedrock |0.11 | Thin layer |0.85 | |

 | | | | | |

273D2: | | | | | |

 Dobie---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | Depth to bedrock |0.11 | Thin layer |0.85 | |

 | Slope |0.04 | | | |

 | | | | | |

 Hixton, frigid------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | Depth to bedrock |0.11 | Thin layer |0.85 | |

 | Slope |0.04 | | | |

 | | | | | |

273E2: | | | | | |

 Dobie---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | Slope |0.28 | Thin layer |0.85 | |

 | Depth to bedrock |0.11 | | | |

 | | | | | |
488 Soil Survey of

Table 23.--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 | ___________________________________________________________________________________________________

 | | | | | |

273E2: | | | | | |

 Hixton, frigid------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | Slope |0.28 | Thin layer |0.85 | |

 | Depth to bedrock |0.11 | | | |

 | | | | | |

275B2: | | | | | |

 Hayriver------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.11 | Seepage |0.01 | |

 | | | | | |

 Elevasil, frigid----|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.11 | | | |

 | | | | | |

275C2: | | | | | |

 Hayriver------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.11 | Seepage |0.01 | |

 | | | | | |

 Elevasil, frigid----|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.11 | | | |

 | | | | | |

275D2: | | | | | |

 Hayriver------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.11 | Seepage |0.01 | |

 | Slope |0.04 | | | |

 | | | | | |

 Elevasil, frigid----|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.11 | | | |

 | Slope |0.04 | | | |

 | | | | | |

276B: | | | | | |

 Humbird, loamy | | | | | |

 subsoil------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.54 | Depth to |1.00 | Depth to water |1.00

 | Depth to bedrock |0.11 | saturated zone | | |

 | | | Thin layer |0.86 | |

 | | | | | |

278A: | | | | | |

 Merrillan, loamy | | | | | |

 subsoil------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Depth to water |1.00

 | Depth to bedrock |0.11 | saturated zone | | |

 | | | Thin layer |0.85 | |

 | | | Seepage |0.01 | |

 | | | | | |

282C: | | | | | |

 Twinmound-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.11 | Seepage |0.36 | |

 | Slope |0.01 | | | |

 | | | | | |

282F: | | | | | |

 Twinmound-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Slope |0.72 | Seepage |0.36 | |

 | Depth to bedrock |0.11 | | | |

 | | | | | |
Dunn County, Wisconsin 489

Table 23.--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 | ___________________________________________________________________________________________________

 | | | | | |

313D2: | | | | | |

 Plumcreek-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.99 | Depth to water |1.00

 | Slope |0.04 | | | |

 | | | | | |

313F: | | | | | |

 Plumcreek-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.99 | Depth to water |1.00

 | Slope |0.64 | | | |

 | | | | | |

316B2: | | | | | |

 Ella----------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | | | | |

316C2: | | | | | |

 Ella----------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | | | | |

318A: | | | | | |

 Bearpen-------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | | | |

349A: | | | | | |

 Rib, valley train, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Ponding |1.00 | Cutbanks cave |1.00

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Seepage |0.97 | |

 | | | | | |

378A: | | | | | |

 Poskin, valley train|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.97 | |

 | | | | | |

403A: | | | | | |

 Dakota--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.54 | Depth to water |1.00

 | | | | | |

413A: | | | | | |

 Rasset--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | Depth to water |1.00

 | | | | | |

413B: | | | | | |

 Rasset--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | Depth to water |1.00

 | | | | | |

416A: | | | | | |

 Menomin-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.54 | Cutbanks cave |1.00

 | | | | | Depth to water |0.81

 | | | | | |

423A: | | | | | |

 Meridian------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.54 | Depth to water |1.00

 | | | | | |

423B2: | | | | | |

 Meridian------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.54 | Depth to water |1.00

 | | | | | |
490 Soil Survey of

Table 23.--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 | ___________________________________________________________________________________________________

 | | | | | |

423C2: | | | | | |

 Meridian------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.54 | Depth to water |1.00

 | | | | | |

428A: | | | | | |

 Shiffer-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.64 | |

 | | | | | |

429A: | | | | | |

 Lows, undrained-----|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Ponding |1.00 | Cutbanks cave |1.00

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Seepage |0.64 | |

 | | | | | |

432A: | | | | | |

 Kevilar-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.75 | Depth to water |1.00

 | | | | | |

432B: | | | | | |

 Kevilar-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.75 | Depth to water |1.00

 | | | | | |

432C2: | | | | | |

 Kevilar-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.75 | Depth to water |1.00

 | | | | | |

432D2: | | | | | |

 Kevilar-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.75 | Depth to water |1.00

 | Slope |0.04 | | | |

 | | | | | |

433A: | | | | | |

 Forkhorn------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.46 | Depth to water |1.00

 | | | | | |

433B: | | | | | |

 Forkhorn------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.46 | Depth to water |1.00

 | | | | | |

433C2: | | | | | |

 Forkhorn------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.46 | Depth to water |1.00

 | | | | | |

433D2: | | | | | |

 Forkhorn------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.46 | Depth to water |1.00

 | Slope |0.04 | | | |

 | | | | | |

434B: | | | | | |

 Bilson--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.12 | Depth to water |1.00

 | | | | | |

436A: | | | | | |

 Rusktown------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.46 | Cutbanks cave |1.00

 | | | | | Depth to water |0.81

 | | | | | |
Dunn County, Wisconsin 491

Table 23.--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 | ___________________________________________________________________________________________________

 | | | | | |

438A: | | | | | |

 Hoopeston-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.64 | |

 | | | | | |

453A: | | | | | |

 Burkhardt-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Depth to water |1.00

 | | | | | |

453B: | | | | | |

 Burkhardt-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Depth to water |1.00

 | | | | | |

454B: | | | | | |

 Chetek, kame terrace|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Depth to water |1.00

 | | | | | |

454C2: | | | | | |

 Chetek, kame terrace|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Depth to water |1.00

 | | | | | |

454D2: | | | | | |

 Chetek, kame terrace|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Depth to water |1.00

 | Slope |0.04 | | | |

 | | | | | |

454E: | | | | | |

 Chetek, kame terrace|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.90 | Depth to water |1.00

 | Slope |0.36 | | | |

 | | | | | |

468A: | | | | | |

 Oesterle, valley | | | | | |

 train--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.90 | |

 | | | | | |

501A: | | | | | |

 Finchford-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | Depth to water |1.00

 | | | | | |

501B: | | | | | |

 Finchford-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | Depth to water |1.00

 | | | | | |

502B2: | | | | | |

 Chelsea-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.12 | Depth to water |1.00

 | | | | | |

502C2: | | | | | |

 Chelsea-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.12 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

506A: | | | | | |

 Komro---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.84 | Cutbanks cave |1.00

 | | | | | Depth to water |0.81

 | | | | | |
492 Soil Survey of

Table 23.--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 | ___________________________________________________________________________________________________

 | | | | | |

508A: | | | | | |

 Farrington----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.50 | |

 | | | | | |

510B: | | | | | |

 Boplain-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.11 | Seepage |0.75 | |

 | | | | | |

510C: | | | | | |

 Boplain-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.11 | Seepage |0.75 | |

 | Slope |0.01 | | | |

 | | | | | |

511A: | | | | | |

 Plainfield----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.92 | Depth to water |1.00

 | | | | | |

511B: | | | | | |

 Plainfield----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.92 | Depth to water |1.00

 | | | | | |

511C: | | | | | |

 Plainfield----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.92 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

511F: | | | | | |

 Plainfield----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.72 | Depth to water |1.00

 | Slope |0.82 | | | |

 | | | | | |

512B: | | | | | |

 Drammen-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.82 | Depth to water |1.00

 | | | | | |

512C: | | | | | |

 Drammen-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.82 | Depth to water |1.00

 | | | | | |

512D: | | | | | |

 Drammen-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.82 | Depth to water |1.00

 | Slope |0.04 | | | |

 | | | | | |

516A: | | | | | |

 Aldo----------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.92 | Cutbanks cave |1.00

 | | | | | Depth to water |0.81

 | | | | | |

546A: | | | | | |

 Prissel-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.75 | Depth to water |1.00

 | | | Depth to |0.46 | |

 | | | saturated zone | | |

 | | | | | |
Dunn County, Wisconsin 493

Table 23.--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 | ___________________________________________________________________________________________________

 | | | | | |

546B: | | | | | |

 Prissel-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.75 | Depth to water |1.00

 | | | Depth to |0.46 | |

 | | | saturated zone | | |

 | | | | | |

546C: | | | | | |

 Prissel-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.75 | Depth to water |1.00

 | Slope |0.01 | Depth to |0.46 | |

 | | | saturated zone | | |

 | | | | | |

546F: | | | | | |

 Prissel-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.75 | Depth to water |1.00

 | Slope |0.82 | Depth to |0.46 | |

 | | | saturated zone | | |

 | | | | | |

555A: | | | | | |

 Fordum, frequently | | | | | |

 flooded------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.53 | |

 | | | | | |

561B: | | | | | |

 Tarr----------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.91 | Depth to water |1.00

 | | | | | |

566A: | | | | | |

 Tint----------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.82 | Cutbanks cave |1.00

 | | | | | Depth to water |0.81

 | | | | | |

573B: | | | | | |

 Plainbo, sand sheet |Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.11 | Seepage |0.72 | |

 | | | | | |

573C: | | | | | |

 Plainbo, sand sheet |Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.11 | Seepage |0.72 | |

 | Slope |0.01 | | | |

 | | | | | |

588A: | | | | | |

 Meehan, valley train|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.82 | |

 | | | | | |

589A: | | | | | |

 Newson, undrained---|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Ponding |1.00 | Cutbanks cave |1.00

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Seepage |0.72 | |

 | | | | | |
494 Soil Survey of

Table 23.--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 | ___________________________________________________________________________________________________

 | | | | | |

601C: | | | | | |

 Beavercreek---------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Content of large |0.35 | Depth to water |1.00

 | | | stones | | |

 | | | Seepage |0.08 | |

 | | | | | |

616B: | | | | | |

 Chaseburg-----------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | | | | |

619A: | | | | | |

 Vancecreek, | | | | | |

 undrained----------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Ponding |1.00 | Cutbanks cave |1.00

 | | | Depth to |1.00 | Slow refill |0.28

 | | | saturated zone | | |

 | | | Piping |0.96 | |

 | | | | | |

626A: | | | | | |

 Arenzville----------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Cutbanks cave |1.00

 | | | | | Depth to water |0.81

 | | | | | Slow refill |0.28

 | | | | | |

628A: | | | | | |

 Orion---------------|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 | |

 | | | | | |

629A: | | | | | |

 Ettrick, undrained--|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Ponding |1.00 | Cutbanks cave |1.00

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Piping |0.09 | |

 | | | | | |

636A: | | | | | |

 Quarderer-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Seepage |0.72 | Piping |1.00 | Depth to water |0.81

 | | | | | Slow refill |0.28

 | | | | | Cutbanks cave |0.10

 | | | | | |

646A: | | | | | |

 Dunnbot-------------|Very limited | |Not limited | |Very limited |

 | Seepage |1.00 | | | Cutbanks cave |1.00

 | | | | | Depth to water |0.81

 | | | | | |

656A: | | | | | |

 Scotah--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.76 | Cutbanks cave |1.00

 | | | | | Depth to water |0.81

 | | | | | |

766A: | | | | | |

 Moppet, occasionally| | | | | |

 flooded------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Depth to |0.86 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to water |0.06

 | | | Seepage |0.42 | |

 | | | | | |
Dunn County, Wisconsin 495

Table 23.--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 | ___________________________________________________________________________________________________

 | | | | | |

804B2: | | | | | |

 Arland, dissected---|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.11 | Seepage |0.03 | |

 | | | | | |

804C2: | | | | | |

 Arland, dissected---|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.11 | Seepage |0.03 | |

 | | | | | |

804D: | | | | | |

 Arland, dissected---|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.11 | Seepage |0.03 | |

 | Slope |0.10 | | | |

 | | | | | |

814D2: | | | | | |

 Renova, dissected---|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Piping |0.71 | Depth to water |1.00

 | Seepage |0.04 | | | |

 | | | | | |

816B2: | | | | | |

 Vlasaty, dissected--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.04 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |0.89 | |

 | | | | | |

816C2: | | | | | |

 Vlasaty, dissected--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.04 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |0.89 | |

 | | | | | |

826B2: | | | | | |

 Hersey--------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | | Depth to |0.46 | |

 | | | saturated zone | | |

 | | | | | |

826C2: | | | | | |

 Hersey--------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | | Depth to |0.46 | |

 | | | saturated zone | | |

 | | | | | |

828B: | | | | | |

 Vasa----------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | | | |

836B2: | | | | | |

 Spencer, dissected--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | | Depth to |0.46 | |

 | | | saturated zone | | |

 | | | Seepage |0.02 | |

 | | | | | |
496 Soil Survey of

Table 23.--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 | ___________________________________________________________________________________________________

 | | | | | |

836C2: | | | | | |

 Spencer, dissected--|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | | Depth to |0.46 | |

 | | | saturated zone | | |

 | | | Seepage |0.02 | |

 | | | | | |

838B: | | | | | |

 Almena, dissected---|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Seepage |0.02 | |

 | | | | | |

870B2: | | | | | |

 Santiago, dissected |Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | | Seepage |0.03 | |

 | | | | | |

870C2: | | | | | |

 Santiago, dissected |Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | | Seepage |0.03 | |

 | | | | | |

875B: | | | | | |

 Amery, dissected----|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.03 | Depth to water |1.00

 | | | | | |

875C2: | | | | | |

 Amery, dissected----|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.03 | Depth to water |1.00

 | | | | | |

875D: | | | | | |

 Amery, dissected----|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.03 | Depth to water |1.00

 | Slope |0.04 | | | |

 | | | | | |

1125F: | | | | | |

 Dorerton------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Content of large |0.03 | Depth to water |1.00

 | Slope |0.97 | stones | | |

 | Depth to bedrock |0.01 | Thin layer |0.01 | |

 | | | | | |

 Elbaville-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | Slope |0.82 | Seepage |0.02 | |

 | | | | | |

1145F: | | | | | |

 Gaphill-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.75 | Depth to water |1.00

 | Slope |0.97 | | | |

 | | | | | |

 Rockbluff-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.89 | Depth to water |1.00

 | Slope |0.97 | | | |

 | | | | | |

1224F: | | | | | |

 Boone---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.89 | Depth to water |1.00

 | Slope |0.64 | Thin layer |0.85 | |

 | Depth to bedrock |0.11 | | | |

 | | | | | |
Dunn County, Wisconsin 497

Table 23.--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 | ___________________________________________________________________________________________________

 | | | | | |

1224F: | | | | | |

 Elevasil------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Slope |0.64 | Seepage |0.04 | |

 | Depth to bedrock |0.11 | | | |

 | | | | | |

1233F: | | | | | |

 Boone---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.89 | Depth to water |1.00

 | Slope |0.64 | Thin layer |0.85 | |

 | Depth to bedrock |0.11 | | | |

 | | | | | |

 Tarr----------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.91 | Depth to water |1.00

 | Slope |0.50 | | | |

 | | | | | |

1275F: | | | | | |

 Hayriver------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Slope |0.50 | Seepage |0.01 | |

 | Depth to bedrock |0.11 | | | |

 | | | | | |

 Twinmound-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Slope |0.50 | Seepage |0.36 | |

 | Depth to bedrock |0.11 | | | |

 | | | | | |

1648A: | | | | | |

 Northbend-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.75 | |

 | | | | | |

 Ettrick, flood | | | | | |

 plain, undrained---|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Ponding |1.00 | Cutbanks cave |1.00

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Piping |0.09 | |

 | | | | | |

1658A: | | | | | |

 Algansee------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.10 | |

 | | | | | |

 Kalmarville, | | | | | |

 undrained----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Ponding |1.00 | Cutbanks cave |1.00

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Seepage |0.17 | |

 | | | | | |

2002: | | | | | |

 Udorthents, earthen | | | | | |

 dams---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2003A: | | | | | |

 Riverwash-----------|Not rated | |Not rated | |Not rated |

 | | | | | |

2013: | | | | | |

 Pits, gravel--------|Not rated | |Not rated | |Not rated |

 | | | | | |
498

Table 23.--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 | ___________________________________________________________________________________________________

 | | | | | |

2014: | | | | | |

 Pits, quarry, hard | | | | | |

 bedrock------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2016: | | | | | |

 Pits, quarry, soft | | | | | |

 bedrock------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2030: | | | | | |

 Udorthents, cut or | | | | | |

 fill---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Udipsamments, cut or| | | | | |

 fill---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2050: | | | | | |

 Landfill------------|Not rated | |Not rated | |Not rated |

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
499

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 24 gives the engineering classifications and

the range of index properties for the layers of each soil

in the survey area.

Depth to the upper and lower boundaries of each

layer is indicated.

Texture is given in the standard terms used by the

U.S. Department of Agriculture. These terms are

defined according to percentages of sand, silt, and

clay in the fraction of the soil that is less than 2

millimeters in diameter. “Loam,” for example, is soil that

is 7 to 27 percent clay, 28 to 50 percent silt, and less

than 52 percent sand. If the content of particles

coarser than sand is 15 percent or more, an

appropriate modifier is added, for example, “gravelly.”

Textural terms are defined in the Glossary.

Classification of the soils is determined according to

the Unified soil classification system (ASTM, 2001)

and the system adopted by the American Association

of State Highway and Transportation Officials

(AASHTO, 2000).

The Unified system classifies soils according to

properties that affect their use as construction

material. Soils are classified according to particle-size

distribution of the fraction less than 3 inches in

diameter and according to plasticity index, liquid limit,

and organic matter content. Sandy and gravelly soils

are identified as GW, GP, GM, GC, SW, SP, SM, and

SC; silty and clayey soils as ML, CL, OL, MH, CH, and

OH; and highly organic soils as PT. Soils exhibiting

engineering properties of two groups can have a dual

classification, for example, CL-ML.

The AASHTO system classifies soils according to

those properties that affect roadway construction and

maintenance. In this system, the fraction of a mineral

soil that is less than 3 inches in diameter is classified

in one of seven groups from A-1 through A-7 on the

basis of particle-size distribution, liquid limit, and

plasticity index. Soils in group A-1 are coarse grained

and low in content of fines (silt and clay). At the other

extreme, soils in group A-7 are fine grained. Highly

organic soils are classified in group A-8 on the basis of

visual inspection.

If laboratory data are available, the A-1, A-2, and

A-7 groups are further classified as A-1-a, A-1-b,

A-2-4, A-2-5, A-2-6, A-2-7, A-7-5, or A-7-6. As an

additional refinement, the suitability of a soil as

subgrade material can be indicated by a group 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)

Soil Properties
500 Soil Survey of

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 25 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 25, 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

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

25, 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 25 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
Dunn County, Wisconsin 501

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 26 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

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 27 gives estimates of soil moisture for each

component of a map unit at various depths for every

month of the year. The depths displayed are

representative values that are indicative of conditions

that occur most commonly. Dry indicates a moisture

condition under which most plants (especially crops)

cannot extract water for growth. Moist indicates a

moisture condition under which soil water is most

readily available for plant growth. Wet indicates a

condition under which water will stand in an unlined

hole or at least a condition under which the soil is too

wet for the growth of most agricultural species. A

moisture status of 4.0-6.7 (wet) indicates that most of

the time the component is saturated at some depth

between 4.0 feet and 6.7 feet during the month

designated. In some years the soil may be saturated at

a depth of less than 4.0 feet or more than 6.7 feet;

however, field observations indicate that the soil will be

saturated between these depths in most years. In the

summer, the soil may show the effects of drying plus

intermittent rains that result in a moist or wet layer

over a dry layer that gets moist or wet again.
502 Soil Survey of

In table 27, 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 28 gives estimates of the frequency and

duration of flooding for every month of the year.

Flooding frequency is the annual probability of a flood

event expressed as a class. None indicates no

reasonable possibility of flooding (the chance of

flooding is nearly 0 percent in any year, or flooding is

likely less than once in 500 years). Very rare indicates

that flooding is very unlikely but possible under

extremely unusual weather conditions (the chance of

flooding is less than 1 percent in any year, or flooding

is likely less than once in 100 years but more than

once in 500 years). Rare indicates that flooding is

unlikely but possible under unusual weather conditions

(the chance of flooding is 1 to 5 percent in any year, or

flooding is likely 1 to 5 times in 100 years). Occasional

indicates that flooding occurs infrequently under usual

weather conditions (the chance of flooding is 5 to 50

percent in any year, or flooding is likely 5 to 50 times in

100 years). Frequent indicates that flooding is likely to

occur often under usual weather conditions (the

chance of flooding is more than 50 percent in any

year, or flooding is likely more than 50 times in 100

years; but the chance of flooding is less than 50

percent in all months in any year). Very frequent

indicates that flooding is likely to occur very often

under usual weather conditions (the chance of

flooding is more than 50 percent in all months of any

year).

Flooding duration is the average duration of

inundation per flood occurrence expressed as a class.

Extremely brief is 0.1 hour to 4.0 hours; very brief is 4

to 48 hours; brief is 2 to 7 days; long is 7 to 30 days;

and very long is more than 30 days. About two-thirds

to three-fourths of all flooding occurs during the stated

period.

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.
Dunn County, Wisconsin 503

Table 29 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 30 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

electrochemical or chemical action that corrodes or

weakens uncoated steel or concrete. The rate of

corrosion of uncoated steel is related to such factors

as soil moisture, particle-size distribution, acidity, and

electrical conductivity of the soil. The rate of corrosion

of concrete is based mainly on the sulfate and sodium

content, texture, moisture content, and acidity of the

soil. Special site examination and design may be

needed if the combination of factors results in a severe

hazard of corrosion. The steel or concrete in

installations that intersect soil boundaries or soil layers

is more susceptible to corrosion than the steel or

concrete in installations that are entirely within one

kind of soil or within one soil layer.

For uncoated steel, the risk of corrosion, expressed

as low, moderate, or high, is based on soil drainage

class, total acidity, electrical resistivity near field

capacity, and electrical conductivity of the saturation

extract.

For concrete, the risk of corrosion also is expressed

as low, moderate, or high. It is based on soil texture,

acidity, and amount of sulfates in the saturation

extract.
Table 24.--Engineering Index Properties (See text for definitions of terms used in this table. Absence of an entry indicates that the data w

________________________________________________________________________________________________________ | | | 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 | | |  | | | | | | | | | 11A: | | | | | | | | |  Markey, | | | | | | | | |  flood plain, | | | | | | | | |  undrained------| 0-27 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 27-60 |Stratified |SM, SP-SM |A-2, A-3 | 0 | 0 |85-100|75-100|25-75  | | loamy sand to | | | | | | |  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 20A: | | | | | | | | |  Palms, undrained| 0-40 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 40-60 |Silt loam, |CL, CL-ML, |A-4, A-6 | 0 | 0 |85-100|80-100|70-95  | | silty clay | SC, SC-SM | | | | | |  | | loam, loam, | | | | | | |  | | sandy loam, | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | | | | | | | | |  Houghton, | | | | | | | | |  undrained------| 0-22 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 22-28 |Mucky peat |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 28-60 |Muck | |A-8 | 0 | 0 | 100 | 100 | ---  | | | | | | | | | 40A: | | | | | | | | |  Markey, | | | | | | | | |  undrained------| 0-27 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 27-60 |Stratified sand|SM, SP, SP-SM|A-1, A-2, A-3| 0 | 0 |60-100|50-100|15-75  | | to gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | |  Seelyeville, | | | | | | | | |  undrained------| 0-12 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 12-72 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | | | | | | | | | 45A: | | | | | | | | |  Seelyeville, | | | | | | | | |  undrained------| 0-12 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 12-72 |Muck |PT |A-8 | 0 | 0 | --- | --- | ---  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 45A: | | | | | | | | |  Cathro, | | | | | | | | |  undrained------| 0-16 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 16-30 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 30-60 |Silt loam, | |A-2-4, A-2-6,| 0 | 0-5 |80-100|65-100|40-10 | | sandy loam, | | A-4, A-6 | | | | |  | | silty clay | | | | | | |  | | loam | | | | | | |  | | | | | | | | | 101B: | | | | | | | | |  Menahga, valley | | | | | | | | |  train----------| 0-9 |Sand |SM, SP-SM, SP|A-2-4, A-3 | 0 | 0 |90-100|85-100|25-70  | 9-33 |Sand, loamy |SM, SP-SM, SP|A-2-4, A-3 | 0 | 0 |90-100|80-100|25-75  | | sand | | | | | | |  | 33-80 |Sand, coarse |SP, SP-SM, SM|A-1-b, A-2-4,| 0 | 0 |95-100|85-100|25-70  | | sand | | A-3 | | | | |  | | | | | | | | | 101C: | | | | | | | | |  Menahga, valley | | | | | | | | |  train----------| 0-9 |Sand |SM, SP-SM, SP|A-2-4, A-3 | 0 | 0 |90-100|85-100|25-70  | 9-33 |Sand, loamy |SM, SP-SM, SP|A-2-4, A-3 | 0 | 0 |90-100|80-100|25-75  | | sand | | | | | | |  | 33-80 |Sand, coarse |SP, SP-SM, SM|A-1-b, A-2-4,| 0 | 0 |95-100|85-100|25-70  | | sand | | A-3 | | | | |  | | | | | | | | | 101E: | | | | | | | | |  Menahga, valley | | | | | | | | |  train----------| 0-1 |Moderately | --- |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-5 |Sand |SM, SP-SM, SP|A-2-4, A-3 | 0 | 0 |90-100|85-100|25-70  | 5-33 |Sand, loamy |SM, SP-SM, SP|A-2-4, A-3 | 0 | 0 |90-100|80-100|25-75  | | sand | | | | | | |  | 33-80 |Sand, coarse |SP, SP-SM, SM|A-1-b, A-2-4,| 0 | 0 |95-100|85-100|25-70  | | sand | | A-3 | | | | |  | | | | | | | | | 115B2: | | | | | | | | |  Seaton----------| 0-8 |Silt loam |CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | 8-13 |Silt loam |CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | 13-55 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | 55-80 |Silt loam, silt|CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 115C2: | | | | | | | | |  Seaton----------| 0-8 |Silt loam |CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | 8-13 |Silt loam |CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | 13-55 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | 55-80 |Silt loam, silt|CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | | | | | | | | | 115D2: | | | | | | | | |  Seaton----------| 0-8 |Silt loam |CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | 8-13 |Silt loam |CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | 13-55 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | 55-80 |Silt loam, silt|CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | | | | | | | | | 115E2: | | | | | | | | |  Seaton----------| 0-8 |Silt loam |CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | 8-13 |Silt loam |CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | 13-55 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | 55-80 |Silt loam, silt|CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | | | | | | | | | 116C2: | | | | | | | | |  Churchtown------| 0-9 |Silt loam |CL-ML, CL |A-6, A-4 | 0-5 | 0-10 |90-100|90-100|80-10 | 9-26 |Silt loam, loam|CL-ML, CL |A-6, A-4 | 0-5 | 0-10 |90-100|90-100|65-95  | 26-63 |Silty clay |CL |A-6, A-4 | 0 | 0 | 100 | 100 |85-10 | | loam, silt | | | | | | |  | | loam | | | | | | |  | 63-80 |Silt loam |CL-ML, CL |A-6, A-4 | 0 | 0 | 100 | 100 | 100  | | | | | | | | | 116D2: | | | | | | | | |  Churchtown------| 0-9 |Silt loam |CL-ML, CL |A-6, A-4 | 0-5 | 0-10 |90-100|90-100|80-10 | 9-26 |Silt loam, loam|CL-ML, CL |A-6, A-4 | 0-5 | 0-10 |90-100|90-100|65-95  | 26-63 |Silty clay |CL |A-6, A-4 | 0 | 0 | 100 | 100 |85-10 | | loam, silt | | | | | | |  | | loam | | | | | | |  | 63-80 |Silt loam |CL-ML, CL |A-6, A-4 | 0 | 0 | 100 | 100 | 100  | | | | | | | | | 116E2: | | | | | | | | |  Churchtown------| 0-9 |Silt loam |CL-ML, CL |A-6, A-4 | 0-5 | 0-10 |90-100|90-100|80-10 | 9-26 |Silt loam, loam|CL-ML, CL |A-6, A-4 | 0-5 | 0-10 |90-100|90-100|65-95  | 26-63 |Silty clay |CL |A-6, A-4 | 0 | 0 | 100 | 100 |85-10 | | loam, silt | | | | | | |  | | loam | | | | | | |  | 63-80 |Silt loam |CL-ML, CL |A-6, A-4 | 0 | 0 | 100 | 100 | 100  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 125B2: | | | | | | | | |  Pepin-----------| 0-9 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 | 100  | 9-48 |Silt loam, |CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | | silty clay | | | | | | |  | | loam | | | | | | |  | 48-58 |Clay, channery |CH, SC |A-7 | 0-10 | 0-25 |55-100|50-95 |40-95  | | clay, clay | | | | | | |  | | loam, flaggy | | | | | | |  | | clay loam | | | | | | |  | 58-66 |Very flaggy |CL, CL-ML, |A-1-b, A-2, | 1-20 | 2-30 |50-100|40-80 |25-75  | | loam, clay | GC, SC | A-4, A-6 | | | | |  | | loam, channery| | | | | | |  | | sandy loam | | | | | | |  | 66-80 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 125C2: | | | | | | | | |  Pepin-----------| 0-9 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 | 100  | 9-48 |Silt loam, |CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | | silty clay | | | | | | |  | | loam | | | | | | |  | 48-58 |Clay, channery |CH, SC |A-7 | 0-10 | 0-25 |55-100|50-95 |40-95  | | clay, clay | | | | | | |  | | loam, flaggy | | | | | | |  | | clay loam | | | | | | |  | 58-66 |Very flaggy |CL, CL-ML, |A-1-b, A-2, | 1-20 | 2-30 |50-100|40-80 |25-75  | | loam, clay | GC, SC | A-4, A-6 | | | | |  | | loam, channery| | | | | | |  | | sandy loam | | | | | | |  | 66-80 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 125D2: | | | | | | | | |  Pepin-----------| 0-9 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 | 100  | 9-48 |Silt loam, |CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | | silty clay | | | | | | |  | | loam | | | | | | |  | 48-58 |Clay, channery |CH, SC |A-7 | 0-10 | 0-25 |55-100|50-95 |40-95  | | clay, clay | | | | | | |  | | loam, flaggy | | | | | | |  | | clay loam | | | | | | |  | 58-66 |Very flaggy |CL, CL-ML, |A-1-b, A-2, | 1-20 | 2-30 |50-100|40-80 |25-75  | | loam, clay | GC, SC | A-4, A-6 | | | | |  | | loam, channery| | | | | | |  | | sandy loam | | | | | | |  | 66-80 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 125E2: | | | | | | | | |  Pepin-----------| 0-9 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 | 100  | 9-48 |Silt loam, |CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | | silty clay | | | | | | |  | | loam | | | | | | |  | 48-58 |Clay, channery |CH, SC |A-7 | 0-10 | 0-25 |55-100|50-95 |40-95  | | clay, clay | | | | | | |  | | loam, flaggy | | | | | | |  | | clay loam | | | | | | |  | 58-66 |Very flaggy |CL, CL-ML, |A-1-b, A-2, | 1-20 | 2-30 |50-100|40-80 |25-75  | | loam, clay | GC, SC | A-4, A-6 | | | | |  | | loam, channery| | | | | | |  | | sandy loam | | | | | | |  | 66-80 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 135C2: | | | | | | | | |  Wickware--------| 0-10 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |80-100 | 10-17 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 |80-100 | 17-36 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | 36-71 |Silt loam |CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | 71-80 |Stratified silt|ML, CL-ML |A-4 | 0 | 0 | 100 | 100 |75-100 | | loam to sand | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 135D2: | | | | | | | | |  Wickware--------| 0-10 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |80-10 | 10-17 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 |80-10 | 17-36 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | 36-71 |Silt loam |CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | 71-80 |Stratified silt|ML, CL-ML |A-4 | 0 | 0 | 100 | 100 |75-10 | | loam to sand | | | | | | |  | | | | | | | | | 135E2: | | | | | | | | |  Wickware--------| 0-10 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |80-10 | 10-17 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 |80-10 | 17-36 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | 36-71 |Silt loam |CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | 71-80 |Stratified silt|ML, CL-ML |A-4 | 0 | 0 | 100 | 100 |75-10 | | loam to sand | | | | | | |  | | | | | | | | | 136B: | | | | | | | | |  Doritty---------| 0-9 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |80-10 | 9-12 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |80-10 | 12-18 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | 18-38 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | 38-45 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | 45-60 |Stratified | |A-1-b, A-3, | 0 | 0 |60-100|50-100|20-90  | | gravelly | | A-2-4 | | | | |  | | coarse sand to| | | | | | |  | | silt loam | | | | | | |  | | | | | | | | | 136C2: | | | | | | | | |  Doritty---------| 0-9 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |80-10 | 9-12 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |80-10 | 12-18 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | 18-38 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | 38-45 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | 45-60 |Stratified | |A-1-b, A-3, | 0 | 0 |60-100|50-100|20-90  | | gravelly | | A-2-4 | | | | |  | | coarse sand to| | | | | | |  | | silt loam | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 144B2: | | | | | | | | |  NewGlarus-------| 0-9 |Silt loam |CL-ML |A-4, A-6 | 0 | 0 |90-100|85-100|85-10 | 9-13 |Silt loam, |CL-ML, ML |A-4, A-6 | 0 | 0 |90-100|85-100|70-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 13-23 |Silty clay |CL, CL-ML |A-4, A-6 | 0 | 0 |85-100|75-100|65-10 | | loam, silt | | | | | | |  | | loam | | | | | | |  | 23-35 |Clay, clay |CH, SC |A-7 | 0-10 | 0-25 |55-100|50-95 |40-95  | | loam, flaggy | | | | | | |  | | clay loam, | | | | | | |  | | silty clay | | | | | | |  | | loam | | | | | | |  | 35-45 |Very channery |CL, CL-ML, |A-1-b, A-2, | 1-20 | 2-30 |50-100|40-80 |25-75  | | loam, | GC, SC | A-4, A-6 | | | | |  | | extremely | | | | | | |  | | channery sandy| | | | | | |  | | loam | | | | | | |  | 45-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 144C2: | | | | | | | | |  NewGlarus-------| 0-9 |Silt loam |CL-ML |A-4, A-6 | 0 | 0 |90-100|85-100|85-10 | 9-13 |Silt loam, |CL-ML, ML |A-4, A-6 | 0 | 0 |90-100|85-100|70-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 13-23 |Silty clay |CL, CL-ML |A-4, A-6 | 0 | 0 |85-100|75-100|65-10 | | loam, silt | | | | | | |  | | loam | | | | | | |  | 23-35 |Clay, clay |CH, SC |A-7 | 0-10 | 0-25 |55-100|50-95 |40-95  | | loam, flaggy | | | | | | |  | | clay loam, | | | | | | |  | | silty clay | | | | | | |  | | loam | | | | | | |  | 35-45 |Very channery |CL, CL-ML, |A-1-b, A-2, | 1-20 | 2-30 |50-100|40-80 |25-75  | | loam, | GC, SC | A-4, A-6 | | | | |  | | extremely | | | | | | |  | | channery sandy| | | | | | |  | | loam | | | | | | |  | 45-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 144D2: | | | | | | | | |  NewGlarus-------| 0-9 |Silt loam |CL-ML |A-4, A-6 | 0 | 0 |90-100|85-100|85-10 | 9-13 |Silt loam, |CL-ML, ML |A-4, A-6 | 0 | 0 |90-100|85-100|70-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 13-23 |Silty clay |CL, CL-ML |A-4, A-6 | 0 | 0 |85-100|75-100|65-10 | | loam, silt | | | | | | |  | | loam | | | | | | |  | 23-35 |Clay, clay |CH, SC |A-7 | 0-10 | 0-25 |55-100|50-95 |40-95  | | loam, flaggy | | | | | | |  | | clay loam, | | | | | | |  | | silty clay | | | | | | |  | | loam | | | | | | |  | 35-45 |Very channery |CL, CL-ML, |A-1-b, A-2, | 1-20 | 2-30 |50-100|40-80 |25-75  | | loam, | GC, SC | A-4, A-6 | | | | |  | | extremely | | | | | | |  | | channery sandy| | | | | | |  | | loam | | | | | | |  | 45-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 144E2: | | | | | | | | |  NewGlarus-------| 0-9 |Silt loam |CL-ML |A-4, A-6 | 0 | 0 |90-100|85-100|85-10 | 9-13 |Silt loam, |CL-ML, ML |A-4, A-6 | 0 | 0 |90-100|85-100|70-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 13-23 |Silty clay |CL, CL-ML |A-4, A-6 | 0 | 0 |85-100|75-100|65-10 | | loam, silt | | | | | | |  | | loam | | | | | | |  | 23-35 |Clay, clay |CH, SC |A-7 | 0-10 | 0-25 |55-100|50-95 |40-95  | | loam, flaggy | | | | | | |  | | clay loam, | | | | | | |  | | silty clay | | | | | | |  | | loam | | | | | | |  | 35-45 |Very channery |CL, CL-ML, |A-1-b, A-2, | 1-20 | 2-30 |50-100|40-80 |25-75  | | loam, | GC, SC | A-4, A-6 | | | | |  | | extremely | | | | | | |  | | channery sandy| | | | | | |  | | loam | | | | | | |  | 45-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 161E: | | | | | | | | |  Fivepoints------| 0-1 |Moderately | --- |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-4 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0-2 |80-100|75-100|70-10 | 4-10 |Silty clay |CL |A-4, A-6, A-7| 0 | 0-2 |80-100|75-100|70-10 | | loam, silt | | | | | | |  | | loam | | | | | | |  | 10-19 |Clay, silty |CH, SC |A-7 | 0 | 1-15 |80-100|55-95 |50-90  | | clay, channery| | | | | | |  | | clay, silty | | | | | | |  | | clay loam, | | | | | | |  | | clay loam, | | | | | | |  | | flaggy clay | | | | | | |  | | loam | | | | | | |  | 19-35 |Extremely |GC, GC-GM |A-1, A-2-4 | 0-15 |20-30 |35-60 |30-55 |20-50  | | channery sandy| | | | | | |  | | loam, very | | | | | | |  | | channery loam | | | | | | |  | 35-80 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 208A: | | | | | | | | |  Siouxcreek------| 0-8 |Silt loam |CL, CL-ML, ML|A-4 | 0 | 0 |80-100|75-100|60-95  | 8-14 |Silt loam, loam|CL, ML, SC, |A-4 | 0 | 0 |80-100|75-100|55-95  | | | SM | | | | | |  | 14-22 |Silt loam, loam|CL, CL-ML, |A-4 | 0 | 0 |80-100|75-100|55-95  | | | SC, SC-SM | | | | | |  | 22-32 |Fine sandy |SM, ML |A-1, A-4 | 0 | 0 |80-100|75-100|45-90  | | loam, sandy | | | | | | |  | | loam, loam | | | | | | |  | 32-38 |Fine sand, fine|SM, SP-SM |A-2-4, A-3 | 0 | 0 |80-100|75-100|20-90  | | sandy loam, | | | | | | |  | | channery fine | | | | | | |  | | sand | | | | | | |  | 38-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 213B2: | | | | | | | | |  Hixton----------| 0-8 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |95-10 | 8-20 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-10 | 20-32 |Loam, sandy |SC, CL, |A-2-4, A-4 | 0 | 0 |80-100|75-100|60-95  | | loam, fine | CL-ML, SC-SM| | | | | |  | | sandy loam | | | | | | |  | 32-37 |Channery sand, |SP-SM, SP |A-1-b, A-3 | 0 | 0-9 |55-100|50-100|30-90  | | sand, channery| | | | | | |  | | fine sand | | | | | | |  | 37-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 213C2: | | | | | | | | |  Hixton----------| 0-8 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |95-10 | 8-20 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-10 | 20-32 |Loam, sandy |SC, CL, |A-2-4, A-4 | 0 | 0 |80-100|75-100|60-95  | | loam, fine | CL-ML, SC-SM| | | | | |  | | sandy loam | | | | | | |  | 32-37 |Channery sand, |SP-SM, SP |A-1-b, A-3 | 0 | 0-9 |55-100|50-100|30-90  | | sand, channery| | | | | | |  | | fine sand | | | | | | |  | 37-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 224B: | | | | | | | | |  Elevasil--------| 0-9 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0 | 0 |80-100|75-100|60-90  | 9-27 |Sandy loam, |SC, CL, |A-2-4, A-4 | 0 | 0 |80-100|75-100|60-90  | | loam | CL-ML, SC-SM| | | | | |  | 27-31 |Loamy sand, |SM, SP, SP-SM|A-1-b, A-2-4,| 0 | 0-9 |55-100|50-100|30-90  | | loamy fine | | A-3 | | | | |  | | sand, channery| | | | | | |  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 31-39 |Sand, fine |SP, SP-SM |A-1-b, A-3 | 0 | 0-9 |55-100|50-100|30-90  | | sand, channery| | | | | | |  | | sand | | | | | | |  | 39-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 224C2: | | | | | | | | |  Elevasil--------| 0-9 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0 | 0 |80-100|75-100|60-90  | 9-27 |Sandy loam, |SC, CL, |A-2-4, A-4 | 0 | 0 |80-100|75-100|60-90  | | loam | CL-ML, SC-SM| | | | | |  | 27-31 |Loamy sand, |SM, SP, SP-SM|A-1-b, A-2-4,| 0 | 0-9 |55-100|50-100|30-90  | | loamy fine | | A-3 | | | | |  | | sand, channery| | | | | | |  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 31-39 |Sand, fine |SP, SP-SM |A-1-b, A-3 | 0 | 0-9 |55-100|50-100|30-90  | | sand, channery| | | | | | |  | | sand | | | | | | |  | 39-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 224D2: | | | | | | | | |  Elevasil--------| 0-9 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0 | 0 |80-100|75-100|60-90  | 9-27 |Sandy loam, |SC, CL, |A-2-4, A-4 | 0 | 0 |80-100|75-100|60-90  | | loam | CL-ML, SC-SM| | | | | |  | 27-31 |Loamy sand, |SM, SP, SP-SM|A-1-b, A-2-4,| 0 | 0-9 |55-100|50-100|30-90  | | loamy fine | | A-3 | | | | |  | | sand, channery| | | | | | |  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 31-39 |Sand, fine |SP, SP-SM |A-1-b, A-3 | 0 | 0-9 |55-100|50-100|30-90  | | sand, channery| | | | | | |  | | sand | | | | | | |  | 39-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 224E2: | | | | | | | | |  Elevasil--------| 0-9 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0 | 0 |80-100|75-100|60-90  | 9-27 |Sandy loam, |SC, CL, |A-2-4, A-4 | 0 | 0 |80-100|75-100|60-90  | | loam | CL-ML, SC-SM| | | | | |  | 27-31 |Loamy sand, |SM, SP, SP-SM|A-1-b, A-2-4,| 0 | 0-9 |55-100|50-100|30-90  | | loamy fine | | A-3 | | | | |  | | sand, channery| | | | | | |  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 31-39 |Sand, fine |SP, SP-SM |A-1-b, A-3 | 0 | 0-9 |55-100|50-100|30-90  | | sand, channery| | | | | | |  | | sand | | | | | | |  | 39-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 233C: | | | | | | | | |  Boone-----------| 0-8 |Sand |SM, SP-SM |A-2-4, A-3 | 0 | 0-9 |80-100|75-100|55-90  | 8-21 |Sand, fine |SM, SP, SP-SM|A-1, A-2-4, | 0 | 0-9 |55-100|50-100|20-85  | | sand, loamy | | A-3 | | | | |  | | sand, channery| | | | | | |  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 21-35 |Sand, fine |SP, SP-SM |A-1-b, A-3 | 0 | 0-9 |55-100|50-100|20-85  | | sand, channery| | | | | | |  | | sand | | | | | | |  | 35-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 243B2: | | | | | | | | |  Hixton, thin | | | | | | | | |  solum----------| 0-8 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |95-10 | 8-15 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 |95-100|90-100|85-10 | 15-21 |Channery loam, |CL, CL-ML, |A-4, A-6 | 0 | 0-10 |80-100|75-90 |35-85  | | sandy loam, | SC, SC-SM | | | | | |  | | channery sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 21-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 243C2: | | | | | | | | |  Hixton, thin | | | | | | | | |  solum----------| 0-8 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |95-10 | 8-15 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 |95-100|90-100|85-10 | 15-21 |Channery loam, |CL, CL-ML, |A-4, A-6 | 0 | 0-10 |80-100|75-90 |35-85  | | sandy loam, | SC, SC-SM | | | | | |  | | channery sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 21-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 244B: | | | | | | | | |  Elkmound--------| 0-8 |Loam |CL-ML, ML, |A-4 | 0 | 0-10 |80-100|75-90 |55-85  | | | SC-SM, SM | | | | | |  | 8-12 |Channery loam, |CL, CL-ML, |A-4, A-6 | 0 | 0-10 |75-95 |50-90 |35-85  | | sandy loam, | SC, SC-SM | | | | | |  | | channery sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 12-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 244C2: | | | | | | | | |  Elkmound--------| 0-8 |Loam |CL-ML, ML, |A-4 | 0 | 0-10 |80-100|75-90 |55-85  | | | SC-SM, SM | | | | | |  | 8-12 |Channery loam, |CL, CL-ML, |A-4, A-6 | 0 | 0-10 |75-95 |50-90 |35-85  | | sandy loam, | SC, SC-SM | | | | | |  | | channery sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 12-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 244D2: | | | | | | | | |  Elkmound--------| 0-8 |Loam |CL-ML, ML, |A-4 | 0 | 0-10 |80-100|75-90 |55-85  | | | SC-SM, SM | | | | | |  | 8-12 |Channery loam, |CL, CL-ML, |A-4, A-6 | 0 | 0-10 |75-95 |50-90 |35-85  | | sandy loam, | SC, SC-SM | | | | | |  | | channery sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 12-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 254B2: | | | | | | | | |  Norden----------| 0-8 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |95-100 | 8-20 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100 | 20-37 |Loam, fine |SC-SM, CL, |A-2-4, A-4, | 0 | 0-3 |55-100|50-100|35-95  | | sandy loam, | SC, CL-ML | A-6 | | | | |  | | channery sandy| | | | | | |  | | loam, sandy | | | | | | |  | | clay loam | | | | | | |  | 37-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 254C2: | | | | | | | | |  Norden----------| 0-8 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |95-10 | 8-20 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-10 | 20-37 |Loam, fine |SC-SM, CL, |A-2-4, A-4, | 0 | 0-3 |55-100|50-100|35-95  | | sandy loam, | SC, CL-ML | A-6 | | | | |  | | channery sandy| | | | | | |  | | loam, sandy | | | | | | |  | | clay loam | | | | | | |  | 37-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 254D2: | | | | | | | | |  Norden----------| 0-8 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |95-10 | 8-20 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-10 | 20-37 |Loam, fine |SC-SM, CL, |A-2-4, A-4, | 0 | 0-3 |55-100|50-100|35-95  | | sandy loam, | SC, CL-ML | A-6 | | | | |  | | channery sandy| | | | | | |  | | loam, sandy | | | | | | |  | | clay loam | | | | | | |  | 37-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 254E2: | | | | | | | | |  Norden----------| 0-8 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |95-10 | 8-20 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-10 | 20-37 |Loam, fine |SC-SM, CL, |A-2-4, A-4, | 0 | 0-3 |55-100|50-100|35-95  | | sandy loam, | SC, CL-ML | A-6 | | | | |  | | channery sandy| | | | | | |  | | loam, sandy | | | | | | |  | | clay loam | | | | | | |  | 37-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 254F: | | | | | | | | |  Norden----------| 0-1 |Moderately | --- |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |95-10 | 3-20 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-10 | 20-37 |Loam, fine |SC-SM, CL, |A-2-4, A-4, | 0 | 0-3 |55-100|50-100|35-95  | | sandy loam, | SC, CL-ML | A-6 | | | | |  | | channery sandy| | | | | | |  | | loam, sandy | | | | | | |  | | clay loam | | | | | | |  | 37-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 255B2: | | | | | | | | |  Urne------------| 0-9 |Fine sandy loam|SC, SC-SM |A-4 | 0 | 0 |85-100|75-100|55-90  | 9-28 |Fine sandy |CL, CL-ML, |A-2-4, A-4, | 0 | 0 |55-100|50-100|35-95  | | loam, sandy | SC, SC-SM | A-6 | | | | |  | | loam, channery| | | | | | |  | | fine sandy | | | | | | |  | | loam, channery| | | | | | |  | | loam | | | | | | |  | 28-36 |Fine sandy |CL, CL-ML, |A-4, A-2-4, | 0 | 0-3 |55-100|50-100|35-95  | | loam, channery| SC, SC-SM | A-6 | | | | |  | | sandy loam, | | | | | | |  | | loam, sandy | | | | | | |  | | clay loam | | | | | | |  | 36-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 255C2: | | | | | | | | |  Urne------------| 0-9 |Fine sandy loam|SC, SC-SM |A-4 | 0 | 0 |85-100|75-100|55-90  | 9-28 |Fine sandy |CL, CL-ML, |A-2-4, A-4, | 0 | 0 |55-100|50-100|35-95  | | loam, sandy | SC, SC-SM | A-6 | | | | |  | | loam, channery| | | | | | |  | | fine sandy | | | | | | |  | | loam, channery| | | | | | |  | | loam | | | | | | |  | 28-36 |Fine sandy |CL, CL-ML, |A-4, A-2-4, | 0 | 0-3 |55-100|50-100|35-95  | | loam, channery| SC, SC-SM | A-6 | | | | |  | | sandy loam, | | | | | | |  | | loam, sandy | | | | | | |  | | clay loam | | | | | | |  | 36-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 255D2: | | | | | | | | |  Urne------------| 0-9 |Fine sandy loam|SC, SC-SM |A-4 | 0 | 0 |85-100|75-100|55-90  | 9-28 |Fine sandy |CL, CL-ML, |A-2-4, A-4, | 0 | 0 |55-100|50-100|35-95  | | loam, sandy | SC, SC-SM | A-6 | | | | |  | | loam, channery| | | | | | |  | | fine sandy | | | | | | |  | | loam, channery| | | | | | |  | | loam | | | | | | |  | 28-36 |Fine sandy |CL, CL-ML, |A-4, A-2-4, | 0 | 0-3 |55-100|50-100|35-95  | | loam, channery| SC, SC-SM | A-6 | | | | |  | | sandy loam, | | | | | | |  | | loam, sandy | | | | | | |  | | clay loam | | | | | | |  | 36-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 255E2: | | | | | | | | |  Urne------------| 0-9 |Fine sandy loam|SC, SC-SM |A-4 | 0 | 0 |85-100|75-100|55-90  | 9-28 |Fine sandy |CL, CL-ML, |A-2-4, A-4, | 0 | 0 |55-100|50-100|35-95  | | loam, sandy | SC, SC-SM | A-6 | | | | |  | | loam, channery| | | | | | |  | | fine sandy | | | | | | |  | | loam, channery| | | | | | |  | | loam | | | | | | |  | 28-36 |Fine sandy |CL, CL-ML, |A-4, A-2-4, | 0 | 0-3 |55-100|50-100|35-95  | | loam, channery| SC, SC-SM | A-6 | | | | |  | | sandy loam, | | | | | | |  | | loam, sandy | | | | | | |  | | clay loam | | | | | | |  | 36-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 255F: | | | | | | | | |  Urne------------| 0-2 |Fine sandy loam|SC, SC-SM |A-4 | 0 | 0 |85-100|75-100|55-90  | 2-28 |Fine sandy |CL, CL-ML, |A-2-4, A-4, | 0 | 0 |55-100|50-100|35-95  | | loam, sandy | SC, SC-SM | A-6 | | | | |  | | loam, channery| | | | | | |  | | fine sandy | | | | | | |  | | loam, channery| | | | | | |  | | loam | | | | | | |  | 28-36 |Fine sandy |CL, CL-ML, |A-4, A-2-4, | 0 | 0-3 |55-100|50-100|35-95  | | loam, channery| SC, SC-SM | A-6 | | | | |  | | sandy loam, | | | | | | |  | | loam, sandy | | | | | | |  | | clay loam | | | | | | |  | 36-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 265B: | | | | | | | | |  Garne-----------| 0-18 |Loamy sand |SM |A-1-b, A-2-4 | 0 | 0 |90-100|75-100|30-70  | 18-23 |Loamy sand, |SM |A-1-b, A-2-4 | 0 | 0 |90-100|75-100|30-70  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 23-27 |Sand, loamy |SM, SP-SM |A-1-b, A-2-4 | 0 | 0 |90-100|75-100|30-70  | | fine sand, | | | | | | |  | | loamy sand | | | | | | |  | 27-34 |Very fine sandy|CL, CL-ML, |A-4, A-2-4, | 0 | 0-9 |75-100|50-100|35-95  | | loam, channery| SC, SC-SM | A-6 | | | | |  | | sandy loam, | | | | | | |  | | channery fine | | | | | | |  | | sandy loam, | | | | | | |  | | sandy clay | | | | | | |  | | loam | | | | | | |  | 34-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 265C: | | | | | | | | |  Garne-----------| 0-18 |Loamy sand |SM |A-1-b, A-2-4 | 0 | 0 |90-100|75-100|30-70  | 18-23 |Loamy sand, |SM |A-1-b, A-2-4 | 0 | 0 |90-100|75-100|30-70  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 23-27 |Sand, loamy |SM, SP-SM |A-1-b, A-2-4 | 0 | 0 |90-100|75-100|30-70  | | fine sand, | | | | | | |  | | loamy sand | | | | | | |  | 27-34 |Very fine sandy|CL, CL-ML, |A-4, A-2-4, | 0 | 0-9 |75-100|50-100|35-95  | | loam, channery| SC, SC-SM | A-6 | | | | |  | | sandy loam, | | | | | | |  | | channery fine | | | | | | |  | | sandy loam, | | | | | | |  | | sandy clay | | | | | | |  | | loam | | | | | | |  | 34-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 266B: | | | | | | | | |  Hiles-----------| 0-9 |Silt loam |CL, CL-ML |A-4 | 0 | 0 |80-100|75-100|75-95  | 9-19 |Silt loam |CL |A-6 | 0 | 0 |80-100|75-100|75-95  | 19-29 |Loam, clay |CL, SC |A-2-6, A-6 | 0 | 0-3 |60-100|50-95 |30-80  | | loam, channery| | | | | | |  | | sandy loam, | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 29-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 268A: | | | | | | | | |  Kert------------| 0-9 |Silt loam |CL, CL-ML |A-4 | 0 | 0 |80-100|75-100|75-95  | 9-22 |Silt loam |CL |A-6 | 0 | 0 |80-100|75-100|75-95  | 22-34 |Loam, clay |CL, SC |A-2-6, A-6 | 0 | 0-3 |60-100|50-95 |30-80  | | loam, channery| | | | | | |  | | sandy loam, | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 34-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 269A: | | | | | | | | |  Veedum, | | | | | | | | |  undrained------| 0-5 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | ---  | 5-7 |Silt loam |CL, CL-ML |A-4 | 0 | 0 |80-100|75-100|65-95  | 7-9 |Silt loam, loam|CL |A-6 | 0 | 0 |80-100|75-100|65-95  | 9-20 |Silt loam, loam| |A-6 | 0 | 0 |80-100|75-100|65-95  | 20-26 |Clay loam, |SC, CL |A-2-6, A-6, | 0 | 0-3 |60-100|50-95 |30-80  | | silty clay | | A-7 | | | | |  | | loam, channery| | | | | | |  | | sandy loam, | | | | | | |  | | sandy loam | | | | | | |  | 26-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 273B2: | | | | | | | | |  Dobie-----------| 0-8 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |95-100 | 8-26 |Silt loam |CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-100 | 26-37 |Very fine sandy|CL, ML, SC, |A-1-b, A-2-4,| 0 | 0 |60-100|50-100|30-90  | | loam, channery| SM | A-4 | | | | |  | | very fine | | | | | | |  | | sandy loam, | | | | | | |  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 37-60 |Weathered | --- | --- | --- | --- | 0 | 0 | ---  | | bedrock | | | | | | |  | | | | | | | | |  Hixton, frigid--| 0-8 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |95-100 | 8-13 |Silt loam |CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-100 | 13-20 |Silt loam |CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-100 | 20-32 |Loam, sandy |SC, CL, |A-2-4, A-4 | 0 | 0 |80-100|75-100|60-95  | | loam, fine | CL-ML, SC-SM| | | | | |  | | sandy loam | | | | | | |  | 32-37 |Channery sand, |SP-SM, SP |A-1-b, A-3 | 0-2 | 0-9 |55-100|50-100|30-90  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 37-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 273C2: | | | | | | | | |  Dobie-----------| 0-8 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |95-10 | 8-26 |Silt loam |CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-10 | 26-37 |Very fine sandy|CL, ML, SC, |A-1-b, A-2-4,| 0 | 0 |60-100|50-100|30-90  | | loam, channery| SM | A-4 | | | | |  | | very fine | | | | | | |  | | sandy loam, | | | | | | |  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 37-60 |Weathered | --- | --- | --- | --- | 0 | 0 | ---  | | bedrock | | | | | | |  | | | | | | | | |  Hixton, frigid--| 0-8 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |95-10 | 8-13 |Silt loam |CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-10 | 13-20 |Silt loam |CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-10 | 20-32 |Loam, sandy |SC, CL, |A-2-4, A-4 | 0 | 0 |80-100|75-100|60-95  | | loam, fine | CL-ML, SC-SM| | | | | |  | | sandy loam | | | | | | |  | 32-37 |Channery sand, |SP-SM, SP |A-1-b, A-3 | 0-2 | 0-9 |55-100|50-100|30-90  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 37-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 273D2: | | | | | | | | |  Dobie-----------| 0-8 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |95-10 | 8-26 |Silt loam |CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-10 | 26-37 |Very fine sandy|CL, ML, SC, |A-1-b, A-2-4,| 0 | 0 |60-100|50-100|30-90  | | loam, channery| SM | A-4 | | | | |  | | very fine | | | | | | |  | | sandy loam, | | | | | | |  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 37-60 |Weathered | --- | --- | --- | --- | 0 | 0 | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 273D2: | | | | | | | | |  Hixton, frigid--| 0-8 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |95-100 | 8-13 |Silt loam |CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-100 | 13-20 |Silt loam |CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-100 | 20-32 |Loam, sandy |SC, CL, |A-2-4, A-4 | 0 | 0 |80-100|75-100|60-95  | | loam, fine | CL-ML, SC-SM| | | | | |  | | sandy loam | | | | | | |  | 32-37 |Channery sand, |SP-SM, SP |A-1-b, A-3 | 0-2 | 0-9 |55-100|50-100|30-90  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 37-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 273E2: | | | | | | | | |  Dobie-----------| 0-8 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |95-100 | 8-26 |Silt loam |CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-100 | 26-37 |Very fine sandy|CL, ML, SC, |A-1-b, A-2-4,| 0 | 0 |60-100|50-100|30-90  | | loam, channery| SM | A-4 | | | | |  | | very fine | | | | | | |  | | sandy loam, | | | | | | |  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 37-60 |Weathered | --- | --- | --- | --- | 0 | 0 | ---  | | bedrock | | | | | | |  | | | | | | | | |  Hixton, frigid--| 0-8 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |95-100 | 8-13 |Silt loam |CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-100 | 13-20 |Silt loam |CL |A-4, A-6 | 0 | 0 |95-100|90-100|85-100 | 20-32 |Loam, sandy |SC, CL, |A-2-4, A-4 | 0 | 0 |80-100|75-100|60-95  | | loam, fine | CL-ML, SC-SM| | | | | |  | | sandy loam | | | | | | |  | 32-37 |Channery sand, |SP-SM, SP |A-1-b, A-3 | 0-2 | 0-9 |55-100|50-100|30-90  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 37-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 275B2: | | | | | | | | |  Hayriver--------| 0-8 |Fine sandy loam|CL-ML, ML, |A-2, A-4 | 0 | 0-3 |80-100|75-100|55-90  | | | SC-SM, SM | | | | | |  | 8-13 |Fine sandy |CL-ML, ML, |A-2, A-4 | 0 | 0-3 |80-100|75-100|50-90  | | loam, sandy | SC-SM, SM | | | | | |  | | loam, very | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 13-30 |Fine sandy |CL, ML, SC, |A-4, A-2 | 0 | 0-9 |75-100|50-100|35-85  | | loam, sandy | SM | | | | | |  | | loam, channery| | | | | | |  | | sandy loam, | | | | | | |  | | very fine | | | | | | |  | | sandy loam | | | | | | |  | 30-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | |  Elevasil, frigid| 0-9 |Fine sandy loam|SC-SM, SM |A-2-4, A-4 | 0 | 0-3 |80-100|75-100|60-90  | 9-27 |Fine sandy |SC, CL, |A-2-4, A-4 | 0 | 0 |80-100|75-100|60-90  | | loam, sandy | CL-ML, SC-SM| | | | | |  | | loam, loam | | | | | | |  | 27-31 |Loamy sand, |SM, SP, SP-SM|A-1-b, A-2-4,| 0 | 0-9 |75-100|50-100|30-90  | | loamy fine | | A-3 | | | | |  | | sand, channery| | | | | | |  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 31-39 |Sand, fine |SP, SP-SM |A-1-b, A-3 | 0 | 0-9 |75-100|50-100|30-90  | | sand, channery| | | | | | |  | | sand | | | | | | |  | 39-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 275C2: | | | | | | | | |  Hayriver--------| 0-8 |Fine sandy loam|CL-ML, ML, |A-2, A-4 | 0 | 0-3 |80-100|75-100|55-90  | | | SC-SM, SM | | | | | |  | 8-13 |Fine sandy |CL-ML, ML, |A-2, A-4 | 0 | 0-3 |80-100|75-100|50-90  | | loam, sandy | SC-SM, SM | | | | | |  | | loam, very | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 13-30 |Fine sandy |CL, ML, SC, |A-4, A-2 | 0 | 0-9 |75-100|50-100|35-85  | | loam, sandy | SM | | | | | |  | | loam, channery| | | | | | |  | | sandy loam, | | | | | | |  | | very fine | | | | | | |  | | sandy loam | | | | | | |  | 30-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | |  Elevasil, frigid| 0-9 |Fine sandy loam|SC-SM, SM |A-2-4, A-4 | 0 | 0-3 |80-100|75-100|60-90  | 9-27 |Fine sandy |SC, CL, |A-2-4, A-4 | 0 | 0 |80-100|75-100|60-90  | | loam, sandy | CL-ML, SC-SM| | | | | |  | | loam, loam | | | | | | |  | 27-31 |Loamy sand, |SM, SP, SP-SM|A-1-b, A-2-4,| 0 | 0-9 |75-100|50-100|30-90  | | loamy fine | | A-3 | | | | |  | | sand, channery| | | | | | |  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 31-39 |Sand, fine |SP, SP-SM |A-1-b, A-3 | 0 | 0-9 |75-100|50-100|30-90  | | sand, channery| | | | | | |  | | sand | | | | | | |  | 39-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 275D2: | | | | | | | | |  Hayriver--------| 0-8 |Fine sandy loam|CL-ML, ML, |A-2, A-4 | 0 | 0-3 |80-100|75-100|55-90  | | | SC-SM, SM | | | | | |  | 8-13 |Fine sandy |CL-ML, ML, |A-2, A-4 | 0 | 0-3 |80-100|75-100|50-90  | | loam, sandy | SC-SM, SM | | | | | |  | | loam, very | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 13-30 |Fine sandy |CL, ML, SC, |A-4, A-2 | 0 | 0-9 |75-100|50-100|35-85  | | loam, sandy | SM | | | | | |  | | loam, channery| | | | | | |  | | sandy loam, | | | | | | |  | | very fine | | | | | | |  | | sandy loam | | | | | | |  | 30-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | |  Elevasil, frigid| 0-9 |Fine sandy loam|SC-SM, SM |A-2-4, A-4 | 0 | 0-3 |80-100|75-100|60-90  | 9-27 |Fine sandy |SC, CL, |A-2-4, A-4 | 0 | 0 |80-100|75-100|60-90  | | loam, sandy | CL-ML, SC-SM| | | | | |  | | loam, loam | | | | | | |  | 27-31 |Loamy sand, |SM, SP, SP-SM|A-1-b, A-2-4,| 0 | 0-9 |75-100|50-100|30-90  | | loamy fine | | A-3 | | | | |  | | sand, channery| | | | | | |  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 31-39 |Sand, fine |SP, SP-SM |A-1-b, A-3 | 0 | 0-9 |75-100|50-100|30-90  | | sand, channery| | | | | | |  | | sand | | | | | | |  | 39-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 276B: | | | | | | | | |  Humbird, loamy | | | | | | | | |  subsoil--------| 0-9 |Fine sandy loam|SC-SM, SM |A-2-4, A-4 | 0 | 0 |85-100|75-100|55-85  | 9-15 |Sandy loam, |SC, SC-SM, SM|A-2-4, A-4 | 0 | 0 |85-100|75-100|55-85  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-27 |Channery loam, |CH, CL |A-7 | 0 | 0-9 |75-100|50-95 |30-80  | | clay loam, | | | | | | |  | | fine sandy | | | | | | |  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 27-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 278A: | | | | | | | | |  Merrillan, loamy| | | | | | | | |  subsoil--------| 0-9 |Fine sandy loam|SC-SM, SM |A-2-4, A-4 | 0 | 0 |85-100|75-100|45-90  | 9-29 |Fine sandy |SC-SM, SM |A-2-4, A-4 | 0 | 0 |85-100|75-100|45-90  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 29-34 |Channery loam, |CH, CL |A-7-6 | 0 | 0-9 |75-100|50-95 |30-80  | | clay loam, | | | | | | |  | | sandy loam, | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 34-60 |Weathered | --- | --- | --- | --- | 0 | 0 | ---  | | bedrock | | | | | | |  | | | | | | | | | 282C: | | | | | | | | |  Twinmound-------| 0-8 |Fine sand |SM, SP-SM |A-1, A-2, A-3| 0 | 0 |85-100|75-100|20-70  | 8-17 |Fine sand, |SP-SM, SP |A-1, A-2, A-3| 0 | 0-9 |75-100|50-100|15-85  | | channery sand,| | | | | | |  | | sand | | | | | | |  | 17-26 |Channery fine |SP-SM, SP |A-1, A-2, A-3| 0 | 0-9 |75-100|50-100|15-85  | | sand, fine | | | | | | |  | | sand, sand | | | | | | |  | 26-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 282F: | | | | | | | | |  Twinmound-------| 0-1 |Slightly |PT |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Fine sand |SM, SP-SM |A-1, A-2, A-3| 0 | 0 |85-100|75-100|20-70  | 3-17 |Fine sand, |SP-SM, SP |A-1, A-2, A-3| 0 | 0-9 |75-100|50-100|15-85  | | channery sand,| | | | | | |  | | sand | | | | | | |  | 17-26 |Channery fine |SP, SP-SM |A-1, A-2, A-3| 0 | 0-9 |75-100|50-100|15-85  | | sand, fine | | | | | | |  | | sand, sand | | | | | | |  | 26-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 313D2: | | | | | | | | |  Plumcreek-------| 0-9 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |80-100 | 9-28 |Silt loam, |CL, SC |A-6 | 0 | 0 | 100 | 100 |70-100 | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 28-36 |Stratified |CL, CL-ML, |A-4, A-6 | 0 | 0 | 100 | 100 |65-100 | | silty clay | SC, SC-SM | | | | | |  | | loam to sand | | | | | | |  | 36-60 |Stratified |CL, CL-ML, |A-4, A-6 | 0 | 0 | 100 | 100 |65-100 | | silty clay | SC, SC-SM | | | | | |  | | loam to sand | | | | | | |  | | | | | | | | | 313F: | | | | | | | | |  Plumcreek-------| 0-4 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |80-100 | 4-7 |Silt loam, loam|CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |75-100 | 7-28 |Silt loam, |CL, SC |A-6 | 0 | 0 | 100 | 100 |70-100 | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 28-36 |Stratified |CL, CL-ML, |A-4, A-6 | 0 | 0 | 100 | 100 |65-100 | | silty clay | SC, SC-SM | | | | | |  | | loam to sand | | | | | | |  | 36-60 |Stratified |CL, CL-ML, |A-4, A-6 | 0 | 0 | 100 | 100 |65-100 | | silty clay | SC, SC-SM | | | | | |  | | loam to sand | | | | | | |  | | | | | | | | | 316B2: | | | | | | | | |  Ella------------| 0-8 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |90-100 | 8-55 |Silt loam, |CL |A-6 | 0 | 0 | 100 | 100 |90-100 | | silty clay | | | | | | |  | | loam | | | | | | |  | 55-72 |Stratified |CL, CL-ML, |A-4 | 0 | 0 | 100 | 100 |65-100 | | silty clay | SC, SC-SM | | | | | |  | | loam to sandy | | | | | | |  | | loam | | | | | | |  | 72-80 |Stratified |CL, CL-ML, |A-4 | 0 | 0 | 100 | 100 |65-100 | | silty clay | SC, SC-SM | | | | | |  | | loam to sandy | | | | | | |  | | loam | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 316C2: | | | | | | | | |  Ella------------| 0-8 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |90-10 | 8-55 |Silt loam, |CL |A-6 | 0 | 0 | 100 | 100 |90-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 55-72 |Stratified |CL, CL-ML, |A-4 | 0 | 0 | 100 | 100 |65-10 | | silty clay | SC, SC-SM | | | | | |  | | loam to sandy | | | | | | |  | | loam | | | | | | |  | 72-80 |Stratified |CL, CL-ML, |A-4 | 0 | 0 | 100 | 100 |65-10 | | silty clay | SC, SC-SM | | | | | |  | | loam to sandy | | | | | | |  | | loam | | | | | | |  | | | | | | | | | 318A: | | | | | | | | |  Bearpen---------| 0-18 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |85-10 | 18-41 |Silt loam, |CL |A-4, A-6 | 0 | 0 | 100 | 100 |85-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 41-50 |Stratified |CL, CL-ML, |A-2-4, A-2-6,| 0 | 0 | 100 | 100 |55-95  | | silty clay | SC, SC-SM | A-4, A-6 | | | | |  | | loam to sandy | | | | | | |  | | loam | | | | | | |  | 50-60 |Stratified |CL, CL-ML, |A-2-4, A-4 | 0 | 0 | 100 | 100 |55-95  | | silty clay | SC, SC-SM | | | | | |  | | loam to sandy | | | | | | |  | | loam | | | | | | |  | | | | | | | | | 349A: | | | | | | | | |  Rib, valley | | | | | | | | |  train, | | | | | | | | |  undrained------| 0-8 |Silt loam |CL-ML, CL |A-4, A-6 | 0 | 0-9 |95-100|90-100|70-10 | 8-32 |Silt loam, |CL |A-6 | 0 | 0-9 |95-100|90-100|70-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 32-36 |Gravelly loam, |CL, ML, SC, |A-2-4, A-2-6,| 0 | 0-9 |55-100|50-100|30-90  | | loam, very | SM | A-4, A-6 | | | | |  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 36-60 |Stratified sand|GP, GP-GM, |A-1 | 0 | 0-9 |45-95 |40-95 |10-30  | | to extremely | SP, SP-SM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 378A: | | | | | | | | |  Poskin, valley | | | | | | | | |  train----------| 0-9 |Silt loam |CL, CL-ML |A-4 | 0 | 0-9 |95-100|90-100|70-10 | 9-12 |Silt loam |CL-ML |A-4 | 0 | 0-9 |95-100|90-100|70-10 | 12-19 |Silt loam |CL |A-4, A-6 | 0 | 0-9 |95-100|90-100|70-10 | 19-36 |Silt loam |CL |A-4, A-6 | 0 | 0-9 |95-100|90-100|70-10 | 36-39 |Sandy loam, |CL-ML, ML, |A-1, A-2, A-4| 0 | 0-9 |55-100|45-100|30-90  | | loam, very | SC-SM, SM | | | | | |  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 39-60 |Stratified sand|GP, GP-GM, |A-1 | 0 | 0-9 |50-95 |40-95 |10-30  | | to extremely | SP, SP-SM | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 403A: | | | | | | | | |  Dakota----------| 0-10 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 |95-100|90-100|80-10 | 10-13 |Silt loam, |CL, CL-ML |A-4, A-6 | 0 | 0 |95-100|85-100|60-10 | | loam, sandy | | | | | | |  | | clay loam | | | | | | |  | 13-35 |Silt loam, |CL, SC |A-6 | 0 | 0 |95-100|85-100|50-90  | | loam, sandy | | | | | | |  | | loam, silty | | | | | | |  | | clay loam, | | | | | | |  | | sandy clay | | | | | | |  | | loam | | | | | | |  | 35-38 |Loamy sand, |SM, SP, SP-SM|A-1, A-2-4 | 0 | 0-9 |60-100|50-100|20-75  | | loamy coarse | | | | | | |  | | sand, gravelly| | | | | | |  | | coarse sand | | | | | | |  | 38-60 |Stratified |SP, SP-SM |A-1-b, A-3 | 0 | 0-9 |60-100|50-100|20-70  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 413A: | | | | | | | | |  Rasset----------| 0-10 |Sandy loam |SC, SC-SM, SM|A-2-4, A-4 | 0 | 0-9 |90-100|75-100|45-80  | 10-18 |Sandy loam, |SC, SC-SM, SM|A-2-4, A-4 | 0 | 0-9 |90-100|75-100|45-80  | | loam | | | | | | |  | 18-30 |Sandy loam, |SC, SC-SM, SM|A-4, A-6 | 0 | 0-9 |90-100|75-100|45-80  | | loam | | | | | | |  | 30-50 |Loamy sand, |SM, SP, SP-SM|A-1, A-2-4, | 0 | 0-9 |60-100|50-100|15-75  | | sand, loamy | | A-3 | | | | |  | | coarse sand, | | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | 50-60 |Stratified |SP, SP-SM |A-1-b, A-3 | 0 | 0-9 |60-100|50-100|25-75  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 413B: | | | | | | | | |  Rasset----------| 0-10 |Sandy loam |SC, SC-SM, SM|A-2-4, A-4 | 0 | 0-9 |90-100|75-100|45-80  | 10-18 |Sandy loam, |SC, SC-SM, SM|A-2-4, A-4 | 0 | 0-9 |90-100|75-100|45-80  | | loam | | | | | | |  | 18-30 |Sandy loam, |SC, SC-SM, SM|A-4, A-6 | 0 | 0-9 |90-100|75-100|45-80  | | loam | | | | | | |  | 30-50 |Loamy sand, |SM, SP, SP-SM|A-1, A-2-4, | 0 | 0-9 |60-100|50-100|15-75  | | sand, loamy | | A-3 | | | | |  | | coarse sand, | | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | 50-60 |Stratified |SP, SP-SM |A-1-b, A-3 | 0 | 0-9 |60-100|50-100|25-75  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 416A: | | | | | | | | |  Menomin---------| 0-9 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |80-100 | 9-32 |Loam, sandy |CL |A-4, A-6 | 0 | 0 |95-100|90-100|55-85  | | loam, silt | | | | | | |  | | loam, sandy | | | | | | |  | | clay loam | | | | | | |  | 32-55 |Loamy coarse |SM, SP, SP-SM|A-1-b, A-2-4,| 0 | 0-9 |75-100|50-100|15-75  | | sand, gravelly| | A-3 | | | | |  | | coarse sand, | | | | | | |  | | loamy sand | | | | | | |  | 55-72 |Stratified |SM, SP, SP-SM|A-1-b, A-2-4,| 0 | 0-9 |75-100|50-100|15-70  | | gravelly | | A-3 | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 423A: | | | | | | | | |  Meridian--------| 0-9 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |80-100 | 9-28 |Silt loam, |CL |A-4, A-6 | 0 | 0 |95-100|90-100|65-95  | | loam, silty | | | | | | |  | | clay loam | | | | | | |  | 28-32 |Sandy loam, |CL, CL-ML, |A-4, A-6 | 0 | 0 |95-100|90-100|55-85  | | loam | SC, SC-SM | | | | | |  | 32-41 |Loamy coarse |SM, SP, SP-SM|A-1-b, A-2-4,| 0 | 0-9 |60-100|50-100|15-75  | | sand, gravelly| | A-3 | | | | |  | | coarse sand, | | | | | | |  | | loamy sand | | | | | | |  | 41-72 |Stratified |SM, SP, SP-SM|A-1-b, A-2-4,| 0 | 0-9 |60-100|50-100|15-70  | | gravelly | | A-3 | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 423B2: | | | | | | | | |  Meridian--------| 0-9 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |80-100 | 9-28 |Silt loam, |CL |A-4, A-6 | 0 | 0 |95-100|90-100|65-95  | | loam, silty | | | | | | |  | | clay loam | | | | | | |  | 28-32 |Sandy loam, |CL, CL-ML, |A-4, A-6 | 0 | 0 |95-100|90-100|55-85  | | loam | SC, SC-SM | | | | | |  | 32-41 |Loamy coarse |SM, SP, SP-SM|A-1-b, A-2-4,| 0 | 0-9 |60-100|50-100|15-75  | | sand, gravelly| | A-3 | | | | |  | | coarse sand, | | | | | | |  | | loamy sand | | | | | | |  | 41-72 |Stratified |SP-SM, SM, SP|A-1-b, A-2-4,| 0 | 0-9 |60-100|50-100|15-70  | | gravelly | | A-3 | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 423C2: | | | | | | | | |  Meridian--------| 0-9 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |80-100 | 9-28 |Silt loam, |CL |A-4, A-6 | 0 | 0 |95-100|90-100|65-95  | | loam, silty | | | | | | |  | | clay loam | | | | | | |  | 28-32 |Sandy loam, |CL, CL-ML, |A-4, A-6 | 0 | 0 |95-100|90-100|55-85  | | loam | SC, SC-SM | | | | | |  | 32-41 |Loamy coarse |SM, SP, SP-SM|A-1-b, A-2-4,| 0 | 0-9 |60-100|50-100|15-75  | | sand, gravelly| | A-3 | | | | |  | | coarse sand, | | | | | | |  | | loamy sand | | | | | | |  | 41-72 |Stratified |SM, SP, SP-SM|A-1-b, A-2-4,| 0 | 0-9 |60-100|50-100|15-70  | | gravelly | | A-3 | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 428A: | | | | | | | | |  Shiffer---------| 0-7 |Loam |CL, CL-ML |A-4, A-6 | 0 | 0 |90-100|85-100|65-95  | 7-24 |Loam, sandy |CL, SC |A-4, A-6 | 0 | 0 |90-100|85-100|60-95  | | loam | | | | | | |  | 24-32 |Sandy loam, |SM, SC-SM |A-1, A-2, A-4| 0 | 0 |90-100|85-100|35-75  | | loamy sand | | | | | | |  | 32-60 |Sand, coarse |SP-SM, SP, SM|A-1, A-2, A-3| 0 | 0 |90-100|85-100|25-65  | | sand, loamy | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 429A: | | | | | | | | |  Lows, undrained-| 0-6 |Loam |CL, CL-ML |A-4 | 0 | 0 |95-100|90-100|65-95  | 6-13 |Loam, sandy |CL, SC-SM |A-2, A-4 | 0 | 0 |95-100|90-100|60-95  | | loam, silt | | | | | | |  | | loam | | | | | | |  | 13-28 |Loam, silt |CL, SC |A-6 | 0 | 0 |95-100|90-100|60-95  | | loam, sandy | | | | | | |  | | clay loam | | | | | | |  | 28-60 |Sand, loamy |SM, SP-SM |A-2, A-3 | 0 | 0 |85-100|75-100|20-60  | | sand, fine | | | | | | |  | | sand, coarse | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 432A: | | | | | | | | |  Kevilar---------| 0-9 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0 | 0 |85-100|75-100|50-80  | 9-29 |Loam, sandy |CL, ML, SC, |A-2-4, A-4 | 0 | 0 |85-100|75-100|50-90  | | loam, fine | SM | | | | | |  | | sandy loam | | | | | | |  | 29-50 |Sand, fine |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |85-100|75-100|30-70  | | sand, loamy | | A-3 | | | | |  | | fine sand | | | | | | |  | 50-80 |Stratified silt|CL, ML, SC, |A-2-4, A-4 | 0 | 0 |80-100|75-100|40-90  | | loam to sand | SM | | | | | |  | | | | | | | | | 432B: | | | | | | | | |  Kevilar---------| 0-9 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0 | 0 |85-100|75-100|50-80  | 9-29 |Loam, sandy |CL, ML, SC, |A-2-4, A-4 | 0 | 0 |85-100|75-100|50-90  | | loam, fine | SM | | | | | |  | | sandy loam | | | | | | |  | 29-50 |Sand, fine |SM, SP-SM |A-3, A-1-b, | 0 | 0 |85-100|75-100|30-70  | | sand, loamy | | A-2-4 | | | | |  | | fine sand | | | | | | |  | 50-80 |Stratified silt|CL, ML, SC, |A-2-4, A-4 | 0 | 0 |80-100|75-100|40-90  | | loam to sand | SM | | | | | |  | | | | | | | | | 432C2: | | | | | | | | |  Kevilar---------| 0-9 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0 | 0 |85-100|75-100|50-80  | 9-29 |Loam, sandy |CL, ML, SC, |A-2-4, A-4 | 0 | 0 |85-100|75-100|50-90  | | loam, fine | SM | | | | | |  | | sandy loam | | | | | | |  | 29-50 |Sand, fine |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |85-100|75-100|30-70  | | sand, loamy | | A-3 | | | | |  | | fine sand | | | | | | |  | 50-80 |Stratified silt|CL, ML, SC, |A-2-4, A-4 | 0 | 0 |80-100|75-100|40-90  | | loam to sand | SM | | | | | |  | | | | | | | | | 432D2: | | | | | | | | |  Kevilar---------| 0-9 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0 | 0 |85-100|75-100|50-80  | 9-29 |Loam, sandy |CL, ML, SC, |A-2-4, A-4 | 0 | 0 |85-100|75-100|50-90  | | loam, fine | SM | | | | | |  | | sandy loam | | | | | | |  | 29-50 |Sand, fine |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |85-100|75-100|30-70  | | sand, loamy | | A-3 | | | | |  | | fine sand | | | | | | |  | 50-80 |Stratified silt|CL, ML, SC, |A-2-4, A-4 | 0 | 0 |80-100|75-100|40-90  | | loam to sand | SM | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 433A: | | | | | | | | |  Forkhorn--------| 0-9 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0 | 0-9 |80-100|75-100|45-80  | 9-25 |Sandy loam, |CL, ML, SC, |A-2-4, A-4 | 0 | 0-9 |80-100|75-100|45-95  | | fine sandy | SM | | | | | |  | | loam, loam | | | | | | |  | 25-32 |Gravelly loamy |SM, SP-SM |A-1-b, A-2-4,| 0 | 0-9 |60-100|50-100|20-70  | | sand, coarse | | A-3 | | | | |  | | sand, sand, | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 32-72 |Stratified |SP-SM, SP |A-1-b, A-3 | 0 | 0-9 |60-100|50-100|15-75  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 433B: | | | | | | | | |  Forkhorn--------| 0-9 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0 | 0-9 |80-100|75-100|45-80  | 9-25 |Sandy loam, |CL, ML, SC, |A-2-4, A-4 | 0 | 0-9 |80-100|75-100|45-95  | | fine sandy | SM | | | | | |  | | loam, loam | | | | | | |  | 25-32 |Gravelly loamy |SM, SP-SM |A-1-b, A-2-4,| 0 | 0-9 |60-100|50-100|20-70  | | sand, coarse | | A-3 | | | | |  | | sand, sand, | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 32-72 |Stratified |SP-SM, SP |A-1-b, A-3 | 0 | 0-9 |60-100|50-100|15-75  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 433C2: | | | | | | | | |  Forkhorn--------| 0-9 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0 | 0-9 |80-100|75-100|45-80  | 9-25 |Sandy loam, |CL, ML, SC, |A-2-4, A-4 | 0 | 0-9 |80-100|75-100|45-95  | | fine sandy | SM | | | | | |  | | loam, loam | | | | | | |  | 25-32 |Gravelly loamy |SM, SP-SM |A-1-b, A-2-4,| 0 | 0-9 |60-100|50-100|20-70  | | sand, coarse | | A-3 | | | | |  | | sand, sand, | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 32-72 |Stratified |SP-SM, SP |A-1-b, A-3 | 0 | 0-9 |60-100|50-100|15-75  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 433D2: | | | | | | | | |  Forkhorn--------| 0-9 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0 | 0-9 |80-100|75-100|45-80  | 9-25 |Sandy loam, |CL, ML, SC, |A-2-4, A-4 | 0 | 0-9 |80-100|75-100|45-95  | | fine sandy | SM | | | | | |  | | loam, loam | | | | | | |  | 25-32 |Gravelly loamy |SM, SP-SM |A-1-b, A-2-4,| 0 | 0-9 |60-100|50-100|20-70  | | sand, coarse | | A-3 | | | | |  | | sand, sand, | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 32-72 |Stratified |SP-SM, SP |A-1-b, A-3 | 0 | 0-9 |60-100|50-100|15-75  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 434B: | | | | | | | | |  Bilson----------| 0-8 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0 | 0 |80-100|75-100|60-90  | 8-32 |Sandy loam, |CL, ML, SC, |A-2-4, A-4 | 0 | 0 |80-100|75-100|60-95  | | fine sandy | SM | | | | | |  | | loam, loam | | | | | | |  | 32-38 |Stratified sand|SM, SP-SM, SP|A-3, A-2-4 | 0 | 0 |80-100|75-100|55-90  | | to loamy sand | | | | | | |  | 38-60 |Stratified sand|SM, SP-SM |A-2-4, A-3 | 0 | 0 |80-100|75-100|55-90  | | to sandy loam | | | | | | |  | | | | | | | | | 436A: | | | | | | | | |  Rusktown--------| 0-9 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0 | 0-9 |85-100|75-100|45-80  | 9-25 |Loam, fine |CL, ML, SC, |A-2-4, A-4 | 0 | 0-9 |85-100|75-100|45-95  | | sandy loam, | SM | | | | | |  | | sandy loam | | | | | | |  | 25-38 |Loamy sand, |SM, SP-SM |A-1-b, A-2-4,| 0 | 0-9 |75-100|50-100|20-70  | | coarse sand, | | A-3 | | | | |  | | sand, gravelly| | | | | | |  | | coarse sand | | | | | | |  | 38-72 |Stratified |SP-SM, SP |A-1-b, A-3 | 0 | 0-9 |75-100|50-100|15-75  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 438A: | | | | | | | | |  Hoopeston-------| 0-13 |Sandy loam |SC, SC-SM, SM|A-2, A-4 | 0 | 0 |90-100|85-100|50-80  | 13-22 |Sandy loam, |SC, SC-SM, SM|A-2-4, A-4 | 0 | 0 |90-100|85-100|60-90  | | fine sandy | | | | | | |  | | loam, loam | | | | | | |  | 22-37 |Loamy sand, |SC-SM, SM, |A-2, A-3 | 0 | 0 |90-100|85-100|45-75  | | sand | SP-SM | | | | | |  | 37-72 |Sand, loamy |SC-SM, SM |A-2, A-3 | 0 | 0 |90-100|85-100|50-75  | | sand, fine | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 453A: | | | | | | | | |  Burkhardt-------| 0-10 |Sandy loam |SC-SM, SM |A-2, A-4 | 0 | 0-9 |85-100|75-100|55-70  | 10-17 |Sandy loam, |CL, ML, SC, |A-2, A-4 | 0 | 0-9 |85-100|75-100|50-95  | | loam | SM | | | | | |  | 17-19 |Loamy sand, |GP, SP, |A-1-a, A-1-b | 0 | 0-9 |30-100|25-100|20-60  | | very gravelly | SP-SM, GW | | | | | |  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | 19-60 |Stratified sand|GP, SP, |A-1-a, A-1-b | 0 | 0-9 |30-100|25-100|20-50  | | to very | SP-SM, GW | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 453B: | | | | | | | | |  Burkhardt-------| 0-10 |Sandy loam |SC-SM, SM |A-2, A-4 | 0 | 0-9 |85-100|75-100|55-70  | 10-17 |Sandy loam, |CL, ML, SC, |A-2, A-4 | 0 | 0-9 |85-100|75-100|50-95  | | loam | SM | | | | | |  | 17-19 |Loamy sand, |GP, SP, |A-1-a, A-1-b | 0 | 0-9 |30-100|25-100|20-60  | | very gravelly | SP-SM, GW | | | | | |  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | 19-60 |Stratified sand|GP, SP, |A-1-a, A-1-b | 0 | 0-9 |30-100|25-100|20-50  | | to very | SP-SM, GW | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 454B: | | | | | | | | |  Chetek, kame | | | | | | | | |  terrace--------| 0-10 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0-5 | 0-15 |80-100|75-100|45-80  | 10-16 |Sandy loam, |SC, SM, SC-SM|A-2, A-4, A-6| 0-5 | 0-15 |75-100|50-100|30-80  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 16-20 |Stratified very|SM, SP-SM |A-1, A-2-4, | 0-5 | 0-15 |45-95 |40-95 |20-65  | | gravelly | | A-3 | | | | |  | | coarse sand to| | | | | | |  | | loamy sand | | | | | | |  | 20-60 |Stratified very|SP, SP-SM |A-1-b | 0-5 | 0-15 |45-95 |40-95 |10-60  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 454C2: | | | | | | | | |  Chetek, kame | | | | | | | | |  terrace--------| 0-10 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0-5 | 0-15 |80-100|75-100|45-80  | 10-16 |Sandy loam, |SC, SM, SC-SM|A-2, A-4, A-6| 0-5 | 0-15 |75-100|50-100|30-80  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 16-20 |Stratified very|SM, SP-SM |A-1, A-2-4, | 0-5 | 0-15 |45-95 |40-95 |20-65  | | gravelly | | A-3 | | | | |  | | coarse sand to| | | | | | |  | | loamy sand | | | | | | |  | 20-60 |Stratified very|SP, SP-SM |A-1-b | 0-5 | 0-15 |45-95 |40-95 |10-60  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 454D2: | | | | | | | | |  Chetek, kame | | | | | | | | |  terrace--------| 0-10 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0-5 | 0-15 |80-100|75-100|45-80  | 10-16 |Sandy loam, |SC, SM, SC-SM|A-2, A-4, A-6| 0-5 | 0-15 |75-100|50-100|30-80  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 16-20 |Stratified very|SM, SP-SM |A-1, A-2-4, | 0-5 | 0-15 |45-95 |40-95 |20-65  | | gravelly | | A-3 | | | | |  | | coarse sand to| | | | | | |  | | loamy sand | | | | | | |  | 20-60 |Stratified very|SP, SP-SM |A-1-b | 0-5 | 0-15 |45-95 |40-95 |10-60  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 454E: | | | | | | | | |  Chetek, kame | | | | | | | | |  terrace--------| 0-1 |Moderately | --- |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-4 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0-5 | 0-15 |80-100|75-100|45-80  | 4-11 |Sandy loam, |SC-SM, SM |A-2-4, A-4 | 0-5 | 0-15 |55-100|50-100|30-80  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 11-16 |Sandy loam, |SC, SM, SC-SM|A-2, A-4, A-6| 0-5 | 0-15 |75-100|50-100|30-80  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 16-20 |Stratified very|SM, SP-SM |A-1, A-2-4, | 0-5 | 0-15 |45-95 |40-95 |20-65  | | gravelly | | A-3 | | | | |  | | coarse sand to| | | | | | |  | | loamy sand | | | | | | |  | 20-60 |Stratified very|SP, SP-SM |A-1-b | 0-5 | 0-15 |45-95 |40-95 |10-60  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 468A: | | | | | | | | |  Oesterle, valley| | | | | | | | |  train----------| 0-8 |Sandy loam |SC, SC-SM, SM|A-1, A-2, A-4| 0 | 0-9 |80-100|75-100|30-80  | 8-11 |Sandy loam, |CL, ML, SC, |A-1, A-2, A-4| 0 | 0-9 |80-100|75-100|30-80  | | loam, fine | SM | | | | | |  | | sandy loam | | | | | | |  | 11-25 |Sandy loam, |CL, ML, SC, |A-1, A-2, A-4| 0 | 0-9 |80-100|75-100|30-80  | | loam, fine | SM | | | | | |  | | sandy loam | | | | | | |  | 25-31 |Loamy sand, |GP, SP, |A-1 | 0 | 0-9 |45-100|40-95 |20-60  | | very gravelly | SP-SM, GW | | | | | |  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | 31-60 |Stratified sand|GP, SP, |A-1 | 0 | 0-9 |45-100|40-95 |10-50  | | to very | SP-SM, GW | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 501A: | | | | | | | | |  Finchford-------| 0-15 |Loamy sand |SM, SP-SM |A-2-4 | 0 | 0-8 |85-100|75-100|35-75  | 15-19 |Loamy sand, |SM, SP-SM |A-2-4 | 0 | 0-8 |85-100|75-100|30-75  | | sand, coarse | | | | | | |  | | sand | | | | | | |  | 19-26 |Sand, loamy |SP-SM, SW-SM,|A-1-b, A-3 | 0 | 0-8 |80-95 |50-95 |25-70  | | sand, gravelly| SM | | | | | |  | | coarse sand | | | | | | |  | 26-80 |Stratified |SP, SP-SM, |A-3, A-1-b | 0 | 0-8 |60-95 |50-95 |20-60  | | gravelly | SW, SW-SM | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 501B: | | | | | | | | |  Finchford-------| 0-15 |Loamy sand |SM, SP-SM |A-2-4 | 0 | 0-8 |85-100|75-100|35-75  | 15-19 |Loamy sand, |SM, SP-SM |A-2-4 | 0 | 0-8 |85-100|75-100|30-75  | | sand, coarse | | | | | | |  | | sand | | | | | | |  | 19-26 |Sand, loamy |SP-SM, SW-SM,|A-1-b, A-3 | 0 | 0-8 |80-95 |50-95 |25-70  | | sand, gravelly| SM | | | | | |  | | coarse sand | | | | | | |  | 26-80 |Stratified |SP, SP-SM, |A-3, A-1-b | 0 | 0-8 |60-95 |50-95 |20-60  | | gravelly | SW, SW-SM | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 502B2: | | | | | | | | |  Chelsea---------| 0-9 |Fine sand |SM |A-2-4 | 0 | 0 | 100 | 100 |75-100 | 9-30 |Fine sand, |SM |A-2-4 | 0 | 0 | 100 | 100 |75-100 | | loamy fine | | | | | | |  | | sand | | | | | | |  | 30-80 |Stratified fine|SM |A-2-4, A-4 | 0 | 0 | 100 | 100 |75-100 | | sand to fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 502C2: | | | | | | | | |  Chelsea---------| 0-9 |Fine sand |SM |A-2-4 | 0 | 0 | 100 | 100 |75-100 | 9-30 |Fine sand, |SM |A-2-4 | 0 | 0 | 100 | 100 |75-100 | | loamy fine | | | | | | |  | | sand | | | | | | |  | 30-80 |Stratified fine|SM |A-2-4, A-4 | 0 | 0 | 100 | 100 |75-100 | | sand to fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 506A: | | | | | | | | |  Komro-----------| 0-14 |Loamy sand |SM, SP-SM |A-1-b, A-2-4 | 0 | 0-9 |85-100|75-100|30-75  | 14-18 |Sand, loamy |SM, SP-SM |A-1-b, A-2-4,| 0 | 0-9 |85-100|75-100|20-75  | | sand, coarse | | A-3 | | | | |  | | sand | | | | | | |  | 18-38 |Sand, loamy |SM, SP, SP-SM|A-1-b, A-2-4,| 0 | 0-9 |60-100|50-100|15-75  | | sand, gravelly| | A-3 | | | | |  | | coarse sand | | | | | | |  | 38-72 |Stratified sand|SM, SP, SP-SM|A-1-b, A-3 | 0 | 0-9 |60-100|50-100|20-70  | | to very | | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 508A: | | | | | | | | |  Farrington------| 0-14 |Loamy sand |SM, SP-SM |A-1-b, A-2-4 | 0 | 0 |85-100|75-100|30-75  | 14-18 |Loamy sand, |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |85-100|75-100|20-75  | | sand, coarse | | A-3 | | | | |  | | sand | | | | | | |  | 18-41 |Loamy sand, |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |85-100|75-100|20-75  | | sand, coarse | | A-3 | | | | |  | | sand | | | | | | |  | 41-72 |Coarse sand, |SM, SP-SM |A-1-b, A-3 | 0 | 0 |85-100|75-100|20-70  | | sand | | | | | | |  | | | | | | | | | 510B: | | | | | | | | |  Boplain---------| 0-9 |Sand |SM, SP-SM |A-3, A-2-4 | 0 | 0 |85-100|75-100|20-70  | 9-32 |Sand, coarse |SM, SP-SM |A-3, A-2-4 | 0 | 0 |85-100|75-100|20-75  | | sand, loamy | | | | | | |  | | sand, loamy | | | | | | |  | | coarse sand | | | | | | |  | 32-37 |Sand, fine |SP, SP-SM |A-3, A-2-4, | 0 | 0-9 |75-100|55-100|30-90  | | sand, channery| | A-1-b | | | | |  | | sand | | | | | | |  | 37-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 510C: | | | | | | | | |  Boplain---------| 0-9 |Sand |SM, SP-SM |A-3, A-2-4 | 0 | 0 |85-100|75-100|20-70  | 9-32 |Sand, coarse |SM, SP-SM |A-3, A-2-4 | 0 | 0 |85-100|75-100|20-75  | | sand, loamy | | | | | | |  | | sand, loamy | | | | | | |  | | coarse sand | | | | | | |  | 32-37 |Sand, fine |SP, SP-SM |A-3, A-2-4, | 0 | 0-9 |75-100|55-100|30-90  | | sand, channery| | A-1-b | | | | |  | | sand | | | | | | |  | 37-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 511A: | | | | | | | | |  Plainfield------| 0-9 |Sand |SM, SP-SM |A-2, A-3, A-1| 0 | 0 |75-100|75-100|20-70  | 9-32 |Sand, loamy |SM, SP-SM |A-1, A-2, A-3| 0 | 0 |75-100|75-100|20-70  | | sand, coarse | | | | | | |  | | sand, loamy | | | | | | |  | | coarse sand | | | | | | |  | 32-80 |Stratified |SP, SP-SM |A-1, A-2, A-3| 0 | 0-9 |60-100|50-100|15-55  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 511B: | | | | | | | | |  Plainfield------| 0-9 |Sand |SM, SP-SM |A-2, A-3, A-1| 0 | 0 |75-100|75-100|20-70  | 9-32 |Sand, loamy |SM, SP-SM |A-1, A-2, A-3| 0 | 0 |75-100|75-100|20-70  | | sand, coarse | | | | | | |  | | sand, loamy | | | | | | |  | | coarse sand | | | | | | |  | 32-80 |Stratified |SP, SP-SM |A-1, A-2, A-3| 0 | 0-9 |60-100|50-100|15-55  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 511C: | | | | | | | | |  Plainfield------| 0-9 |Sand |SM, SP-SM |A-2, A-3, A-1| 0 | 0 |75-100|75-100|20-70  | 9-32 |Sand, loamy |SM, SP-SM |A-1, A-2, A-3| 0 | 0 |75-100|75-100|20-70  | | sand, coarse | | | | | | |  | | sand, loamy | | | | | | |  | | coarse sand | | | | | | |  | 32-80 |Stratified |SP, SP-SM |A-1, A-2, A-3| 0 | 0-9 |60-100|50-100|15-55  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 511F: | | | | | | | | |  Plainfield------| 0-1 |Moderately | --- |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-4 |Sand |SM, SP-SM |A-1, A-2-4, | 0 | 0 |75-100|75-100|20-70  | | | | A-3 | | | | |  | 4-32 |Sand, loamy |SM, SP-SM |A-1, A-2, A-3| 0 | 0 |75-100|75-100|20-70  | | sand, coarse | | | | | | |  | | sand, loamy | | | | | | |  | | coarse sand | | | | | | |  | 32-80 |Stratified |SP, SP-SM |A-1, A-2, A-3| 0 | 0-9 |60-100|50-100|15-55  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 512B: | | | | | | | | |  Drammen---------| 0-9 |Loamy sand |SM, SP-SM |A-1, A-2 | 0 | 0 |85-100|75-100|45-65  | 9-44 |Sand, loamy |SM |A-1, A-2, A-3| 0 | 0 |85-100|75-100|40-60  | | fine sand, | | | | | | |  | | fine sand, | | | | | | |  | | loamy sand | | | | | | |  | 44-65 |Stratified sand|SM |A-2, A-3 | 0 | 0 |85-100|75-100|45-75  | | to loamy fine | | | | | | |  | | sand | | | | | | |  | 65-72 |Sand, loamy |SM, SP-SM |A-1, A-2, A-3| 0 | 0 | 100 | 100 |30-60  | | sand | | | | | | |  | | | | | | | | | 512C: | | | | | | | | |  Drammen---------| 0-9 |Loamy sand |SM, SP-SM |A-1, A-2 | 0 | 0 |85-100|75-100|45-65  | 9-44 |Sand, loamy |SM |A-1, A-2, A-3| 0 | 0 |85-100|75-100|40-60  | | fine sand, | | | | | | |  | | fine sand, | | | | | | |  | | loamy sand | | | | | | |  | 44-65 |Stratified sand|SM |A-2, A-3 | 0 | 0 |85-100|75-100|45-75  | | to loamy fine | | | | | | |  | | sand | | | | | | |  | 65-72 |Sand, loamy |SM, SP-SM |A-1, A-2, A-3| 0 | 0 | 100 | 100 |30-60  | | sand | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 512D: | | | | | | | | |  Drammen---------| 0-9 |Loamy sand |SM, SP-SM |A-1, A-2 | 0 | 0 |85-100|75-100|45-65  | 9-44 |Sand, loamy |SM |A-1, A-2, A-3| 0 | 0 |85-100|75-100|40-60  | | fine sand, | | | | | | |  | | fine sand, | | | | | | |  | | loamy sand | | | | | | |  | 44-65 |Stratified sand|SM |A-2, A-3 | 0 | 0 |85-100|75-100|45-75  | | to loamy fine | | | | | | |  | | sand | | | | | | |  | 65-72 |Sand, loamy |SM, SP-SM |A-1, A-2, A-3| 0 | 0 | 100 | 100 |30-60  | | sand | | | | | | |  | | | | | | | | | 516A: | | | | | | | | |  Aldo------------| 0-7 |Sand |SP-SM |A-2 | 0 | 0 |85-100|75-100|20-70  | 7-42 |Sand, coarse |SM, SP-SM |A-2 | 0 | 0-9 |75-100|50-100|20-75  | | sand, gravelly| | | | | | |  | | coarse sand, | | | | | | |  | | loamy sand | | | | | | |  | 42-80 |Sand, coarse |SP |A-1 | 0 | 0-9 |60-100|50-100|15-55  | | sand, gravelly| | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 546A: | | | | | | | | |  Prissel---------| 0-9 |Loamy sand |SM, SP-SM |A-1-b, A-2-4 | 0 | 0 |80-100|75-100|30-70  | 9-48 |Loamy sand, |SM, SP-SM |A-1-b, A-2-4 | 0 | 0 |80-100|75-100|20-70  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 48-56 |Stratified silt|CL, ML, SC, |A-2-4, A-4 | 0 | 0 |80-100|75-100|45-95  | | loam to sand | SM | | | | | |  | 56-72 |Sand, fine sand|SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-70  | | | | A-3 | | | | |  | | | | | | | | | 546B: | | | | | | | | |  Prissel---------| 0-9 |Loamy sand |SM, SP-SM |A-1-b, A-2-4 | 0 | 0 |80-100|75-100|30-70  | 9-48 |Loamy sand, |SM, SP-SM |A-1-b, A-2-4 | 0 | 0 |80-100|75-100|20-70  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 48-56 |Stratified silt|CL, ML, SC, |A-2-4, A-4 | 0 | 0 |80-100|75-100|45-95  | | loam to sand | SM | | | | | |  | 56-72 |Sand, fine sand|SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-70  | | | | A-3 | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 546C: | | | | | | | | |  Prissel---------| 0-9 |Loamy sand |SM, SP-SM |A-1-b, A-2-4 | 0 | 0 |80-100|75-100|30-70  | 9-48 |Loamy sand, |SM, SP-SM |A-1-b, A-2-4 | 0 | 0 |80-100|75-100|20-70  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 48-56 |Stratified silt|CL, ML, SC, |A-2-4, A-4 | 0 | 0 |80-100|75-100|45-95  | | loam to sand | SM | | | | | |  | 56-72 |Sand, fine sand|SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-70  | | | | A-3 | | | | |  | | | | | | | | | 546F: | | | | | | | | |  Prissel---------| 0-1 |Moderately | --- |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-4 |Loamy sand |SM, SP-SM |A-1-b, A-2-4 | 0 | 0 |80-100|75-100|30-70  | 4-48 |Loamy sand, |SM, SP-SM |A-1-b, A-2-4 | 0 | 0 |80-100|75-100|20-70  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 48-56 |Stratified silt|CL, ML, SC, |A-2-4, A-4 | 0 | 0 |80-100|75-100|45-95  | | loam to sand | SM | | | | | |  | 56-72 |Sand, fine sand|SP-SM, SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-70  | | | | A-3 | | | | |  | | | | | | | | | 555A: | | | | | | | | |  Fordum, | | | | | | | | |  frequently | | | | | | | | |  flooded--------| 0-6 |Silt loam |CL, ML, CL-ML|A-4, A-6 | 0 | 0-7 |80-100|75-100|70-100 | 6-18 |Silt loam, fine|CL, ML, SC, |A-1, A-2, A-4| 0 | 0-15 |60-100|50-100|35-100 | | sandy loam, | SM | | | | | |  | | mucky sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 18-30 |Fine sandy |CL, ML, SC, |A-1, A-2, A-4| 0 | 0-15 |60-100|50-100|30-100 | | loam, silt | SM | | | | | |  | | 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 24.--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 | | |  | | | | | | | | | 561B: | | | | | | | | |  Tarr------------| 0-9 |Sand |SM, SP-SM |A-2-4, A-3 | 0 | 0 |80-100|75-100|55-90  | 9-34 |Sand, fine sand|SP, SP-SM |A-3 | 0 | 0 |80-100|75-100|55-90  | 34-62 |Sand, fine sand|SP, SP-SM |A-3 | 0 | 0 |80-100|75-100|55-90  | | | | | | | | | 566A: | | | | | | | | |  Tint------------| 0-9 |Sand |SM, SP-SM |A-2-4 | 0 | 0 |80-100|75-100|55-90  | 9-34 |Sand, fine sand|SP, SP-SM |A-3 | 0 | 0 |80-100|75-100|55-90  | 34-60 |Sand, fine sand|SM, SP-SM, SP|A-2-4, A-3 | 0 | 0 |80-100|75-100|55-90  | | | | | | | | | 573B: | | | | | | | | |  Plainbo, sand | | | | | | | | |  sheet----------| 0-8 |Sand |SC-SM, SM, |A-1-b, A-2-4 | 0 | 0 |80-100|75-100|20-70  | | | SP-SM | | | | | |  | 8-32 |Sand, loamy |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-85  | | sand | | A-3 | | | | |  | 32-37 |Sand, fine |SM, SP-SM |A-1-b, A-2-4,| 0 | 0-9 |75-100|55-100|30-90  | | sand, channery| | A-3 | | | | |  | | sand | | | | | | |  | 37-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 573C: | | | | | | | | |  Plainbo, sand | | | | | | | | |  sheet----------| 0-8 |Sand |SC-SM, SM, |A-1-b, A-2-4 | 0 | 0 |80-100|75-100|20-70  | | | SP-SM | | | | | |  | 8-32 |Sand, loamy |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-85  | | sand | | A-3 | | | | |  | 32-37 |Sand, fine |SM, SP-SM |A-1-b, A-2-4,| 0 | 0-9 |75-100|55-100|30-90  | | sand, channery| | A-3 | | | | |  | | sand | | | | | | |  | 37-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 588A: | | | | | | | | |  Meehan, valley | | | | | | | | |  train----------| 0-8 |Loamy sand |SM |A-1, A-2 | 0 | 0 |80-100|75-100|40-90  | 8-28 |Sand, loamy |SM, SP, SP-SM|A-1, A-2 | 0 | 0 |90-100|75-100|40-90  | | sand, coarse | | | | | | |  | | sand | | | | | | |  | 28-60 |Sand, coarse |SP, SP-SM |A-1, A-2, A-3| 0 | 0 |90-100|75-100|40-90  | | sand | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 589A: | | | | | | | | |  Newson, | | | | | | | | |  undrained------| 0-3 |Mucky loamy |SM, SP-SM |A-1-b, A-2-4 | 0 | 0 |80-100|75-100|30-75  | | sand | | | | | | |  | 3-8 |Loamy sand, |SM, SP-SM |A-2-4, A-1-b | 0 | 0 |80-100|75-100|30-75  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 8-22 |Sand, coarse |SM, SP-SM |A-1, A-2, A-3| 0 | 0 |80-100|75-100|20-75  | | sand, loamy | | | | | | |  | | sand, loamy | | | | | | |  | | coarse sand | | | | | | |  | 22-60 |Sand, loamy |SM, SP-SM |A-1, A-2, A-3| 0 | 0 |80-100|75-100|20-60  | | sand, coarse | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 601C: | | | | | | | | |  Beavercreek-----| 0-5 |Cobbly fine |SM |A-2-4, A-4 | 0 | 1-25 |70-100|50-75 |35-70  | | sandy loam | | | | | | |  | 5-12 |Stratified |SM |A-2-4, A-4 | 0 | 1-25 |70-100|65-92 |35-70  | | cobbly fine | | | | | | |  | | sandy loam to | | | | | | |  | | silt loam | | | | | | |  | 12-60 |Stratified very|SM, GM |A-1, A-2-4 | 0 |30-60 |45-80 |40-70 |25-50  | | cobbly silt | | | | | | |  | | loam to | | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | | | | | | | | | 616B: | | | | | | | | |  Chaseburg-------| 0-9 |Silt loam |ML, CL-ML |A-4 | 0 | 0 |85-100|75-100|65-95  | 9-60 |Silt loam |ML, CL-ML |A-4 | 0 | 0 |85-100|75-100|65-95  | | | | | | | | | 619A: | | | | | | | | |  Vancecreek, | | | | | | | | |  undrained------| 0-16 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 |80-100 | 16-49 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 |80-100 | 49-60 |Stratified very|CL, CL-ML, ML|A-4, A-6 | 0 | 0 | 100 | 100 |70-100 | | fine sand to | | | | | | |  | | silt loam | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 626A: | | | | | | | | |  Arenzville------| 0-10 |Silt loam |ML, CL-ML |A-4 | 0 | 0 | 100 | 100 |80-10 | 10-25 |Silt loam |ML, CL-ML |A-4 | 0 | 0 | 100 | 100 |80-10 | 25-40 |Silt loam, |CL-ML, ML, CL|A-6, A-4 | 0 | 0 | 100 | 100 |80-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 40-60 |Stratified silt|CL, CL-ML, ML|A-4 | 0 | 0 |75-100|75-100|75-10 | | loam to very | | | | | | |  | | fine sand | | | | | | |  | | | | | | | | | 628A: | | | | | | | | |  Orion-----------| 0-8 |Silt loam |CL, CL-ML, ML|A-4 | 0 | 0 | 100 | 100 |85-10 | 8-32 |Silt loam |CL, CL-ML, ML|A-4 | 0 | 0 | 100 | 100 |90-10 | 32-40 |Silt loam, |CL, CL-ML, ML|A-4, A-6 | 0 | 0 | 100 | 100 |85-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 40-60 |Stratified silt|CL, CL-ML, ML|A-4 | 0 | 0 |80-100|80-100|80-10 | | loam to very | | | | | | |  | | fine sand | | | | | | |  | | | | | | | | | 629A: | | | | | | | | |  Ettrick, | | | | | | | | |  undrained------| 0-16 |Silt loam |CL |A-6, A-7 | 0 | 0 | 100 | 100 |90-10 | 16-35 |Silt loam, |CH, CL |A-7 | 0 | 0 | 100 | 100 |90-10 | | silty clay | | | | | | |  | | loam | | | | | | |  | 35-60 |Stratified silt|CL, CL-ML, |A-2, A-4, | 0 | 0 | 100 | 100 |60-10 | | loam to fine | SC, SC-SM | A-6, A-7 | | | | |  | | sand | | | | | | |  | | | | | | | | | 636A: | | | | | | | | |  Quarderer-------| 0-13 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |80-10 | 13-22 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |80-10 | 22-29 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |80-10 | 29-55 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |80-10 | 55-72 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 |80-10 | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 646A: | | | | | | | | |  Dunnbot---------| 0-9 |Fine sandy loam|CL-ML, SC-SM |A-4 | 0 | 0 | 100 | 100 |75-90  | 9-36 |Stratified |CL-ML, SC-SM |A-4 | 0 | 0 | 100 | 100 |60-90  | | sandy loam to | | | | | | |  | | silt loam | | | | | | |  | 36-45 |Stratified |SC-SM |A-4 | 0 | 0 | 100 | 100 |60-90  | | sandy loam to | | | | | | |  | | silt loam | | | | | | |  | 45-72 |Stratified |SM, SP-SM |A-1-b, A-2-4,| 0 | 0-9 |75-100|50-100|15-85  | | loamy fine | | A-3 | | | | |  | | sand to | | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 656A: | | | | | | | | |  Scotah----------| 0-4 |Loamy fine sand|SM |A-2-4, A-4 | 0 | 0 |85-100|75-100|55-95  | 4-22 |Fine sand, |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |85-100|75-100|20-95  | | sand, loamy | | A-3 | | | | |  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 22-60 |Stratified |SM, SP-SM |A-1-b, A-2-4,| 0 | 0-9 |60-100|50-100|15-85  | | loamy fine | | A-3 | | | | |  | | sand to | | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 766A: | | | | | | | | |  Moppet, | | | | | | | | |  occasionally | | | | | | | | |  flooded--------| 0-4 |Fine sandy loam|CL, CL-ML, |A-2-4, A-4 | 0 | 0 | 100 | 100 |60-95  | | | SC, SC-SM | | | | | |  | 4-10 |Fine sandy |CL, ML, SC, |A-4 | 0 | 0 | 100 | 100 |75-100 | | loam, loam, | SM | | | | | |  | | silt loam | | | | | | |  | 10-39 |Fine sandy |CL, ML, SC, |A-4 | 0 | 0 | 100 | 100 |75-100 | | 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 24.--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 | | |  | | | | | | | | | 804B2: | | | | | | | | |  Arland, | | | | | | | | |  dissected------| 0-8 |Fine sandy loam|CL-ML, ML, |A-2, A-4 | 0 | 0-5 |80-98 |75-98 |55-90  | | | SC-SM, SM | | | | | |  | 8-10 |Sandy loam, |CL-ML, ML, |A-2, A-4 | 0 | 0-5 |80-98 |75-98 |45-85  | | loam, fine | SC-SM, SM | | | | | |  | | sandy loam | | | | | | |  | 10-15 |Sandy loam, |CL-ML, ML, |A-2, A-4 | 0 | 0-5 |80-98 |75-98 |45-85  | | loam, fine | SC-SM, SM | | | | | |  | | sandy loam | | | | | | |  | 15-23 |Sandy loam, |CL-ML, SC-SM |A-2, A-4 | 0 | 0-5 |80-98 |75-98 |45-85  | | fine sandy | | | | | | |  | | loam, loam | | | | | | |  | 23-36 |Sandy loam, |CL, CL-ML, |A-2, A-4 | 0 | 0-5 |80-98 |75-98 |45-85  | | fine sandy | SC, SC-SM | | | | | |  | | loam, loam | | | | | | |  | 36-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 804C2: | | | | | | | | |  Arland, | | | | | | | | |  dissected------| 0-8 |Fine sandy loam|CL-ML, ML, |A-2, A-4 | 0 | 0-5 |80-98 |75-98 |55-90  | | | SC-SM, SM | | | | | |  | 8-10 |Sandy loam, |CL-ML, ML, |A-2, A-4 | 0 | 0-5 |80-98 |75-98 |45-85  | | loam, fine | SC-SM, SM | | | | | |  | | sandy loam | | | | | | |  | 10-15 |Sandy loam, |CL-ML, ML, |A-2, A-4 | 0 | 0-5 |80-98 |75-98 |45-85  | | loam, fine | SC-SM, SM | | | | | |  | | sandy loam | | | | | | |  | 15-23 |Sandy loam, |CL-ML, SC-SM |A-2, A-4 | 0 | 0-5 |80-98 |75-98 |45-85  | | fine sandy | | | | | | |  | | loam, loam | | | | | | |  | 23-36 |Sandy loam, |CL, CL-ML, |A-2, A-4 | 0 | 0-5 |80-98 |75-98 |45-85  | | fine sandy | SC, SC-SM | | | | | |  | | loam, loam | | | | | | |  | 36-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 804D: | | | | | | | | |  Arland, | | | | | | | | |  dissected------| 0-1 |Moderately | --- |A-8 | 0 | 0-5 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-4 |Fine sandy loam|CL-ML, ML, |A-2, A-4 | 0 | 0-5 |80-100|75-98 |55-90  | | | SC-SM, SM | | | | | |  | 4-10 |Sandy loam, |CL-ML, ML, |A-2, A-4 | 0 | 0-5 |80-100|75-98 |45-85  | | loam, fine | SC-SM, SM | | | | | |  | | sandy loam | | | | | | |  | 10-15 |Sandy loam, |CL-ML, ML, |A-2, A-4 | 0 | 0-5 |80-98 |75-98 |45-85  | | loam, fine | SC-SM, SM | | | | | |  | | sandy loam | | | | | | |  | 15-23 |Sandy loam, |CL-ML, SC-SM |A-2, A-4 | 0 | 0-5 |80-98 |75-98 |45-85  | | fine sandy | | | | | | |  | | loam, loam | | | | | | |  | 23-36 |Sandy loam, |CL, CL-ML, |A-2, A-4 | 0 | 0-5 |80-98 |75-98 |45-85  | | fine sandy | SC, SC-SM | | | | | |  | | loam, loam | | | | | | |  | 36-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 814D2: | | | | | | | | |  Renova, | | | | | | | | |  dissected------| 0-8 |Silt loam |CL-ML, ML, CL|A-4 | 0 | 0 |95-100|95-100|95-100 | 8-10 |Silt loam |ML, CL, CL-ML|A-4 | 0 | 0 |95-100|95-100|95-100 | 10-19 |Silty clay |CL |A-6 | 0 | 0 |95-100|95-100|80-100 | | loam, silt | | | | | | |  | | loam | | | | | | |  | 19-52 |Loam, clay |SC, CL |A-6 | 0 | 0-9 |95-100|85-95 |50-90  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 52-60 |Loam, clay |CL |A-6 | 0 | 0-9 |90-98 |85-95 |50-90  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 816B2: | | | | | | | | |  Vlasaty, | | | | | | | | |  dissected------| 0-7 |Silt loam |ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100 | 7-9 |Silt loam |ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100 | 9-16 |Silt loam, |CL |A-4, A-6 | 0 | 0 |98-100|95-100|80-100 | | silty clay | | | | | | |  | | loam | | | | | | |  | 16-42 |Clay loam, |CL |A-6, A-7 | 0 | 0-9 |90-98 |85-95 |50-90  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 42-60 |Loam, clay |CL, CL-ML |A-4, A-6 | 0 | 0-9 |90-98 |85-95 |50-90  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | | | | | | | | | 816C2: | | | | | | | | |  Vlasaty, | | | | | | | | |  dissected------| 0-7 |Silt loam |ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100 | 7-9 |Silt loam |ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-100 | 9-16 |Silt loam, |CL |A-4, A-6 | 0 | 0 |98-100|95-100|80-100 | | silty clay | | | | | | |  | | loam | | | | | | |  | 16-42 |Clay loam, |CL |A-6, A-7 | 0 | 0-9 |90-98 |85-95 |50-90  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 42-60 |Loam, clay |CL, CL-ML |A-4, A-6 | 0 | 0-9 |90-98 |85-95 |50-90  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | | | | | | | | | 826B2: | | | | | | | | |  Hersey----------| 0-8 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 | 100  | 8-58 |Silt loam |CL, CL-ML |A-6, A-4 | 0 | 0 |98-100|95-100|90-100 | 58-115|Clay loam, |CL, CL-ML, SC|A-4, A-6 | 0 | 0-9 |90-100|85-95 |50-90  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | | | | | | | | | 826C2: | | | | | | | | |  Hersey----------| 0-8 |Silt loam |CL, CL-ML |A-4 | 0 | 0 | 100 | 100 | 100  | 8-58 |Silt loam |CL, CL-ML |A-6, A-4 | 0 | 0 |98-100|95-100|90-100 | 58-115|Clay loam, |CL, CL-ML, SC|A-4, A-6 | 0 | 0-9 |90-100|85-95 |50-90  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 828B: | | | | | | | | |  Vasa------------| 0-9 |Silt loam |ML |A-4 | 0 | 0 | 100 | 100 | 100  | 9-13 |Silt loam, |CL |A-6, A-7 | 0 | 0 | 100 | 100 | 100  | | silty clay | | | | | | |  | | loam | | | | | | |  | 13-60 |Silt loam, |CL, CL-ML |A-4, A-6 | 0 | 0 |98-100|95-100|90-100 | | silty clay | | | | | | |  | | loam | | | | | | |  | 60-70 |Loam, sandy |CL-ML, SC-SM,|A-4, A-6 | 0 | 0-9 |90-100|85-95 |50-90  | | loam, clay | SC, CL | | | | | |  | | loam | | | | | | |  | | | | | | | | | 836B2: | | | | | | | | |  Spencer, | | | | | | | | |  dissected------| 0-9 |Silt loam |CL, CL-ML, ML|A-4, A-6 | 0 | 0-5 |95-100|85-100|85-100 | 9-22 |Silt loam |CL, CL-ML, ML|A-4, A-6 | 0 | 0-5 |95-100|85-100|85-100 | 22-42 |Silt loam |CL |A-4, A-6 | 0 | 0-5 |95-100|85-100|85-100 | 42-48 |Loam, gravelly |CL, CL-ML, |A-1-b, A-2-4,| 0 | 0-5 |55-95 |50-90 |30-80  | | sandy loam, | SC, SC-SM | A-4 | | | | |  | | sandy loam | | | | | | |  | 48-72 |Sandy loam, |CL-ML, SC-SM |A-1-b, A-2-4,| 0 | 0-5 |55-95 |50-95 |30-80  | | gravelly loam,| | A-4 | | | | |  | | loam | | | | | | |  | | | | | | | | | 836C2: | | | | | | | | |  Spencer, | | | | | | | | |  dissected------| 0-9 |Silt loam |CL, CL-ML, ML|A-4, A-6 | 0 | 0-5 |95-100|85-100|85-100 | 9-22 |Silt loam |CL, CL-ML, ML|A-4, A-6 | 0 | 0-5 |95-100|85-100|85-100 | 22-42 |Silt loam |CL |A-4, A-6 | 0 | 0-5 |95-100|85-100|85-100 | 42-48 |Loam, gravelly |CL, CL-ML, |A-1-b, A-2-4,| 0 | 0-5 |55-95 |50-90 |30-80  | | sandy loam, | SC, SC-SM | A-4 | | | | |  | | sandy loam | | | | | | |  | 48-72 |Sandy loam, |CL-ML, SC-SM |A-1-b, A-2-4,| 0 | 0-5 |55-95 |50-95 |30-80  | | gravelly loam,| | A-4 | | | | |  | | loam | | | | | | |  | | | | | | | | | 838B: | | | | | | | | |  Almena, | | | | | | | | |  dissected------| 0-9 |Silt loam |CL |A-4, A-6 | 0 | 0-5 |85-100|85-100|85-100 | 9-13 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0-5 |85-100|85-100|85-100 | 13-21 |Silt loam |CL |A-4, A-6 | 0 | 0-5 |85-100|85-100|85-100 | 21-42 |Silt loam |CL |A-4, A-6 | 0 | 0-5 |85-100|85-100|85-100 | 42-60 |Sandy loam, |CL, SC, SM |A-1, A-2, A-4| 0 | 0-5 |55-95 |50-95 |30-80  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 870B2: | | | | | | | | |  Santiago, | | | | | | | | |  dissected------| 0-10 |Silt loam |CL-ML, ML |A-4 | 0 | 0-5 |95-100|85-100|85-100 | 10-15 |Silt loam, silt|CL-ML, ML |A-4 | 0 | 0-5 |95-100|85-100|85-100 | 15-23 |Silt loam |CL, CL-ML, ML|A-4 | 0 | 0-5 |95-100|85-100|85-100 | 23-87 |Gravelly sandy |CL, ML, SC, |A-2-4, A-4 | 0 | 0-5 |55-95 |50-95 |30-80  | | loam, sandy | SM | | | | | |  | | loam, loam | | | | | | |  | 87-102|Sandy loam, |CL, ML, SC, |A-2-4, A-4 | 0 | 0-5 |55-95 |50-95 |30-80  | | gravelly sandy| SM | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 870C2: | | | | | | | | |  Santiago, | | | | | | | | |  dissected------| 0-10 |Silt loam |CL-ML, ML |A-4 | 0 | 0-5 |95-100|85-100|85-100 | 10-15 |Silt loam, silt|CL-ML, ML |A-4 | 0 | 0-5 |95-100|85-100|85-100 | 15-23 |Silt loam |CL, CL-ML, ML|A-4 | 0 | 0-5 |95-100|85-100|85-100 | 23-87 |Gravelly sandy |CL, ML, SC, |A-2-4, A-4 | 0 | 0-5 |55-95 |50-95 |30-80  | | loam, sandy | SM | | | | | |  | | loam, loam | | | | | | |  | 87-102|Sandy loam, |CL, ML, SC, |A-2-4, A-4 | 0 | 0-5 |55-95 |50-95 |30-80  | | gravelly sandy| SM | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 875B: | | | | | | | | |  Amery, dissected| 0-9 |Sandy loam |SC-SM, SM |A-1-b, A-2-4,| 0 | 0-15 |80-100|75-98 |45-80  | | | | A-4 | | | | |  | 9-22 |Sandy loam, |CL-ML, ML, |A-4, A-1-b, | 0 | 0-15 |75-100|70-98 |40-95  | | fine sandy | SC-SM, SM | A-2-4 | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 22-34 |Sandy loam, |CL-ML, ML, |A-1-b, A-2-4,| 0 | 0-15 |55-95 |50-95 |30-80  | | fine sandy | SC-SM, SM | A-4 | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 34-41 |Gravelly sandy |CL-ML, ML, |A-1-b, A-2-4,| 0 | 0-15 |55-95 |50-95 |30-80  | | loam, sandy | SC-SM, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 41-71 |Gravelly sandy |SC, SM |A-1-b, A-2-4,| 0 | 0-15 |55-95 |50-95 |30-80  | | loam, sandy | | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 71-80 |Sandy loam, |SC-SM, SM |A-1-b, A-2-4,| 0 | 0-15 |55-95 |50-95 |30-80  | | fine sandy | | A-4 | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 875C2: | | | | | | | | |  Amery, dissected| 0-9 |Sandy loam |SC-SM, SM |A-1-b, A-2-4,| 0 | 0-15 |80-100|75-98 |45-80  | | | | A-4 | | | | |  | 9-22 |Sandy loam, |CL-ML, ML, |A-4, A-1-b, | 0 | 0-15 |75-100|70-98 |40-95  | | fine sandy | SC-SM, SM | A-2-4 | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 22-34 |Sandy loam, |CL-ML, ML, |A-1-b, A-2-4,| 0 | 0-15 |55-95 |50-95 |30-80  | | fine sandy | SC-SM, SM | A-4 | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 34-41 |Gravelly sandy |CL-ML, ML, |A-1-b, A-2-4,| 0 | 0-15 |55-95 |50-95 |30-80  | | loam, sandy | SC-SM, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 41-71 |Gravelly sandy |SC, SM |A-1-b, A-2-4,| 0 | 0-15 |55-95 |50-95 |30-80  | | loam, sandy | | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 71-80 |Sandy loam, |SC-SM, SM |A-1-b, A-2-4,| 0 | 0-15 |55-95 |50-95 |30-80  | | fine sandy | | A-4 | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 875D: | | | | | | | | |  Amery, dissected| 0-3 |Sandy loam |SC-SM, SM |A-1-b, A-2-4,| 0 | 0-15 |80-100|75-98 |45-80  | | | | A-4 | | | | |  | 3-22 |Sandy loam, |CL-ML, ML, |A-4, A-1-b, | 0 | 0-15 |75-100|70-98 |40-95  | | fine sandy | SC-SM, SM | A-2-4 | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 22-34 |Sandy loam, |CL-ML, ML, |A-1-b, A-2-4,| 0 | 0-15 |55-95 |50-95 |30-80  | | fine sandy | SC-SM, SM | A-4 | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 34-41 |Gravelly sandy |CL-ML, ML, |A-1-b, A-2-4,| 0 | 0-15 |55-95 |50-95 |30-80  | | loam, sandy | SC-SM, SM | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 41-71 |Gravelly sandy |SC, SM |A-1-b, A-2-4,| 0 | 0-15 |55-95 |50-95 |30-80  | | loam, sandy | | A-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 71-80 |Sandy loam, |SC-SM, SM |A-1-b, A-2-4,| 0 | 0-15 |55-95 |50-95 |30-80  | | fine sandy | | A-4 | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 1125F: | | | | | | | | |  Dorerton--------| 0-3 |Loam |CL-ML, CL |A-4 | 1-3 | 0-5 |95-100|85-100|70-95  | 3-15 |Loam, sandy |ML, SM |A-4 | 0 | 0-10 |95-100|85-100|55-80  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | silt loam | | | | | | |  | 15-18 |Loam, clay |CL, ML |A-4, A-6 | 0 | 0-10 |95-100|85-100|70-95  | | loam, silty | | | | | | |  | | clay loam, | | | | | | |  | | silt loam | | | | | | |  | 18-30 |Very channery |GC, SC, SC-SM|A-1, A-2 | 1-20 |20-55 |40-75 |35-70 |25-50  | | clay loam, | | | | | | |  | | very channery | | | | | | |  | | loam, | | | | | | |  | | extremely | | | | | | |  | | flaggy loam | | | | | | |  | 30-60 |Extremely |GM, GW-GM, SM|A-1, A-2-4 | 1-20 |20-55 |40-75 |35-70 |15-40  | | flaggy loamy | | | | | | |  | | sand, | | | | | | |  | | extremely | | | | | | |  | | channery loam,| | | | | | |  | | very flaggy | | | | | | |  | | sand, very | | | | | | |  | | channery sandy| | | | | | |  | | loam | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 1125F: | | | | | | | | |  Elbaville-------| 0-1 |Moderately | --- |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-5 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |90-10 | 5-11 |Silt loam, silt|CL-ML, CL |A-4 | 0 | 0 | 100 | 100 |90-10 | 11-21 |Silt loam, |CL |A-4, A-6, A-7| 0 | 0 | 100 | 100 |95-10 | | silty clay | | | | | | |  | | loam, loam | | | | | | |  | 21-26 |Silty clay, |CH, CL, MH, |A-7 | 0-10 | 0-20 |90-100|80-100|75-10 | | silty clay | ML | | | | | |  | | loam, channery| | | | | | |  | | clay, flaggy | | | | | | |  | | clay loam | | | | | | |  | 26-37 |Very flaggy |GC, GM, SC, |A-2, A-4, | 1-10 |20-55 |35-75 |35-75 |25-65  | | silty clay | SM | A-6, A-7 | | | | |  | | loam, very | | | | | | |  | | channery clay,| | | | | | |  | | very channery | | | | | | |  | | clay loam, | | | | | | |  | | extremely | | | | | | |  | | flaggy loam, | | | | | | |  | | extremely | | | | | | |  | | channery silty| | | | | | |  | | clay | | | | | | |  | 37-60 |Extremely |GM, SM |A-1, A-2-4 | 1-10 |20-55 |40-80 |35-75 |15-50  | | flaggy sandy | | | | | | |  | | loam, very | | | | | | |  | | channery loam,| | | | | | |  | | very flaggy | | | | | | |  | | loamy sand, | | | | | | |  | | extremely | | | | | | |  | | channery sand | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 1145F: | | | | | | | | |  Gaphill---------| 0-2 |Moderately | --- |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-5 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0 | 0-9 |80-100|75-100|45-80  | 5-11 |Sandy loam, |CL-ML, ML, |A-2-4, A-4 | 0-1 | 0-9 |80-100|75-100|45-95  | | fine sandy | SC-SM, SM | | | | | |  | | loam, loam | | | | | | |  | 11-32 |Sandy loam, |CL, ML, SC, |A-2-4, A-4 | 0-3 | 0-9 |80-100|75-100|45-95  | | fine sandy | SM | | | | | |  | | loam, loam | | | | | | |  | 32-50 |Sand, fine |SM, SP |A-1-b, A-2-4,| 0-5 | 0-9 |55-100|50-100|20-85  | | sand, loamy | | A-3 | | | | |  | | sand, channery| | | | | | |  | | sand, flaggy | | | | | | |  | | sand | | | | | | |  | 50-56 |Sand, fine |SP-SM, SP |A-1-b, A-3 | 0-5 | 0-9 |55-100|50-100|20-85  | | sand, channery| | | | | | |  | | sand, flaggy | | | | | | |  | | sand | | | | | | |  | 56-80 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | |  Rockbluff-------| 0-2 |Moderately | --- |A-8 | 0 | 0 | 100 | 100 | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Loamy sand |SM |A-1-b | 0 | 0-9 |80-100|75-100|30-75  | 4-9 |Loamy sand, |SM, SP-SM |A-1-b, A-3 | 0 | 0-9 |80-100|75-100|20-85  | | sand, fine | | | | | | |  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 9-35 |Sand, fine |SM, SP |A-1-b, A-3 | 0-3 | 0-9 |55-100|50-100|20-85  | | sand, channery| | | | | | |  | | loamy sand, | | | | | | |  | | flaggy sand | | | | | | |  | 35-52 |Sand, fine |SP-SM, SP |A-1-b, A-3 | 0-5 | 0-9 |55-100|50-100|20-85  | | sand, channery| | | | | | |  | | sand, flaggy | | | | | | |  | | sand | | | | | | |  | 52-80 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 1224F: | | | | | | | | |  Boone-----------| 0-1 |Moderately | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Sand |SM, SP-SM |A-2-4, A-3 | 0 | 0-9 |80-100|75-100|55-90  | 3-21 |Sand, fine |SM, SP, SP-SM|A-1, A-2-4, | 0 | 0-9 |55-100|50-100|20-85  | | sand, loamy | | A-3 | | | | |  | | sand, channery| | | | | | |  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 21-35 |Sand, fine |SP, SP-SM |A-1-b, A-3 | 0 | 0-9 |55-100|50-100|20-85  | | sand, channery| | | | | | |  | | sand | | | | | | |  | 35-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | |  Elevasil--------| 0-1 |Moderately | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0 | 0 |80-100|75-100|60-90  | 3-27 |Sandy loam, |CL, CL-ML, |A-2-4, A-4 | 0 | 0 |80-100|75-100|60-90  | | loam | SC, SC-SM | | | | | |  | 27-31 |Loamy sand, |SM, SP, SP-SM|A-1-b, A-2-4,| 0 | 0-9 |55-100|50-100|30-90  | | loamy fine | | A-3 | | | | |  | | sand, channery| | | | | | |  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 31-39 |Sand, fine |SP, SP-SM |A-1-b, A-3 | 0 | 0-9 |55-100|50-100|30-90  | | sand, channery| | | | | | |  | | sand | | | | | | |  | 39-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 1233F: | | | | | | | | |  Boone-----------| 0-1 |Moderately | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Sand |SM, SP-SM |A-2-4, A-3 | 0 | 0-9 |80-100|75-100|55-90  | 3-21 |Sand, fine |SM, SP, SP-SM|A-1, A-2-4, | 0 | 0-9 |55-100|50-100|20-85  | | sand, loamy | | A-3 | | | | |  | | sand, channery| | | | | | |  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 21-35 |Sand, fine |SP, SP-SM |A-1-b, A-3 | 0 | 0-9 |55-100|50-100|20-85  | | sand, channery| | | | | | |  | | sand | | | | | | |  | 35-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | |  Tarr------------| 0-2 |Moderately | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-6 |Sand |SM, SP-SM |A-2-4, A-3 | 0 | 0 |80-100|75-100|55-90  | 6-34 |Sand, fine sand|SP, SP-SM |A-3 | 0 | 0 |80-100|75-100|55-90  | 34-62 |Sand, fine sand|SP, SP-SM |A-3 | 0 | 0 |80-100|75-100|55-90  | | | | | | | | | 1275F: | | | | | | | | |  Hayriver--------| 0-1 |Moderately | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-4 |Fine sandy loam|CL-ML, ML, |A-2, A-4 | 0 | 0-3 |80-100|75-100|55-90  | | | SC-SM, SM | | | | | |  | 4-13 |Fine sandy |CL-ML, ML, |A-2, A-4 | 0 | 0-3 |80-100|75-100|50-90  | | loam, sandy | SC-SM, SM | | | | | |  | | loam, very | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 13-30 |Fine sandy |CL, ML, SC, |A-4, A-2 | 0 | 0-9 |75-100|50-100|35-85  | | loam, sandy | SM | | | | | |  | | loam, channery| | | | | | |  | | sandy loam, | | | | | | |  | | very fine | | | | | | |  | | sandy loam | | | | | | |  | 30-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 1275F: | | | | | | | | |  Twinmound-------| 0-1 |Slightly | --- |A-8 | --- | --- | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Fine sand |SM, SP-SM |A-1, A-2, A-3| 0 | 0 |85-100|75-100|20-70  | 3-17 |Fine sand, |SP-SM, SP |A-1, A-2, A-3| 0 | 0-9 |75-100|50-100|15-85  | | channery sand,| | | | | | |  | | sand | | | | | | |  | 17-26 |Channery fine |SP, SP-SM |A-1, A-2, A-3| 0 | 0-9 |75-100|50-100|15-85  | | sand, fine | | | | | | |  | | sand, sand | | | | | | |  | 26-60 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 1648A: | | | | | | | | |  Northbend-------| 0-7 |Silt loam |ML, CL-ML |A-4 | 0 | 0 |95-100|90-100|70-100 | 7-34 |Silt loam, |CL, ML, SC, |A-4 | 0 | 0 |95-100|90-100|55-95  | | loam, sandy | SM | | | | | |  | | loam | | | | | | |  | 34-36 |Loamy fine |SM |A-1 | 0 | 0 |95-100|90-100|35-95  | | sand, loamy | | | | | | |  | | sand | | | | | | |  | 36-60 |Sand, fine sand|SM, SP-SM |A-1, A-3 | 0 | 0 |95-100|90-100|25-75  | | | | | | | | |  Ettrick, | | | | | | | | |  flood plain, | | | | | | | | |  undrained------| 0-16 |Silt loam |CL |A-6, A-7 | 0 | 0 | 100 | 100 |80-100 | 16-35 |Silt loam, |CH, CL |A-7 | 0 | 0 | 100 | 100 |80-100 | | silty clay | | | | | | |  | | loam | | | | | | |  | 35-60 |Stratified fine|CL, CL-ML, |A-2, A-4, | 0 | 0 | 100 | 100 |60-100 | | sand to silt | SC, SC-SM | A-6, A-7 | | | | |  | | loam | | | | | | |  | | | | | | | | | 1658A: | | | | | | | | |  Algansee--------| 0-4 |Fine sandy loam|SC-SM, SM |A-4 | 0 | 0 | 100 | 100 |75-90  | 4-31 |Loamy fine |SM, SP-SM |A-2-4, A-3 | 0 | 0 |85-100|75-100|25-95  | | sand, fine | | | | | | |  | | sand, sand | | | | | | |  | 31-60 |Stratified |GM, SM |A-1-b, A-2-4,| 0 | 0 |60-100|50-100|15-95  | | gravelly | | A-3 | | | | |  | | coarse sand to| | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | 1658A: | | | | | | | | |  Kalmarville, | | | | | | | | |  undrained------| 0-6 |Silt loam |CL, CL-ML, ML|A-4 | 0 | 0 |95-100|90-100|70-10 | 6-37 |Stratified |CL-ML, ML, |A-4 | 0 | 0 |95-100|90-100|65-95  | | sandy loam to | SC-SM, SM | | | | | |  | | silt loam | | | | | | |  | 37-42 |Stratified |CL-ML, ML, |A-2-4, A-4 | 0 | 0 |95-100|85-100|60-90  | | sandy loam to | SC-SM, SM | | | | | |  | | silt loam | | | | | | |  | 42-60 |Stratified |SM, SP-SM |A-1, A-2-4, | 0 | 0 |90-100|85-100|25-85  | | coarse sand to| | A-3 | | | | |  | | fine sand | | | | | | |  | | | | | | | | | 2002. | | | | | | | | |  Udorthents, | | | | | | | | |  earthen dams | | | | | | | | |  | | | | | | | | | 2003A. | | | | | | | | |  Riverwash | | | | | | | | |  | | | | | | | | | 2013. | | | | | | | | |  Pits, gravel | | | | | | | | |  | | | | | | | | | 2014. | | | | | | | | |  Pits, quarry, | | | | | | | | |  hard bedrock | | | | | | | | |  | | | | | | | | | 2016. | | | | | | | | |  Pits, quarry, | | | | | | | | |  soft bedrock | | | | | | | | |  | | | | | | | | | 2030: | | | | | | | | |  Udorthents, cut | | | | | | | | |  or fill. | | | | | | | | |  | | | | | | | | |  Udipsamments, | | | | | | | | |  cut or fill. | | | | | | | | |  | | | | | | | | | 2050. | | | | | | | | |  Landfill | | | | | | | | |  | | | | | | | | | M-W. | | | | | | | | |  Miscellaneous | | | | | | | | |  water | | | | | | | | |  | | | | | | | | | 
Table 24.--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 | | |  | | | | | | | | | W. | | | | | | | | |  Water | | | | | | | | |  | | | | | | | | | ________________________________________________________________________________________________________
566 Soil Survey of

Table 25.--Physical Properties of the Soils

(See text for definitions of terms used in this table. 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 | | | | |

 | | | | | | | | | | | |

11A: | | | | | | | | | | | |

 Markey, flood plain, | | | | | | | | | | | |

 undrained------------| 0-27 | 0-0 |0.15-0.40| 0.20-6.00 |0.35-0.45| --- | 30-80 | .02 | .02 | 2 | 2 | 134

 | 27-60 | 0-6 |1.55-1.80| 6.00-60 |0.03-0.11| 0.0-2.9 | 0.2-0.8 | .15 | .15 | | |

 | | | | | | | | | | | |

20A: | | | | | | | | | | | |

 Palms, undrained------| 0-40 | 0-0 |0.15-0.40| 0.20-6.00 |0.35-0.45| --- | 30-80 | .02 | .02 | 2 | 2 | 134

 | 40-60 | 10-30|1.45-1.75| 0.20-2.00 |0.12-0.22| 3.0-5.9 | 1.0-4.0 | .28 | .28 | | |

 | | | | | | | | | | | |

 Houghton, undrained---| 0-22 | 0-0 |0.15-0.40| 0.20-6.00 |0.35-0.45| --- | 30-80 | .02 | .02 | 3 | 2 | 134

 | 22-28 | 0-0 |0.15-0.30| 0.60-6.00 |0.45-0.55| --- | 60-85 | .02 | .02 | | |

 | 28-60 | 0-0 |0.15-0.40| 0.20-6.00 |0.35-0.45| --- | 30-80 | .02 | .02 | | |

 | | | | | | | | | | | |

40A: | | | | | | | | | | | |

 Markey, undrained-----| 0-27 | 0-0 |0.15-0.40| 0.20-6.00 |0.35-0.45| --- | 30-80 | .02 | .02 | 2 | 2 | 134

 | 27-60 | 0-6 |1.70-1.80| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.2-0.8 | .15 | .15 | | |

 | | | | | | | | | | | |

 Seelyeville, undrained| 0-12 | 0-0 |0.15-0.40| 0.20-6.00 |0.35-0.45| --- | 30-80 | .02 | .02 | 3 | 2 | 134

 | 12-72 | 0-0 |0.15-0.40| 0.20-6.00 |0.35-0.45| --- | 30-80 | .02 | .02 | | |

 | | | | | | | | | | | |

45A: | | | | | | | | | | | |

 Seelyeville, undrained| 0-12 | 0-0 |0.15-0.40| 0.20-6.00 |0.35-0.45| --- | 30-80 | .02 | .02 | 3 | 2 | 134

 | 12-72 | --- |0.15-0.40| 0.20-6.00 |0.35-0.45| --- | 30-80 | .02 | .02 | | |

 | | | | | | | | | | | |

 Cathro, undrained-----| 0-16 | 0-0 |0.15-0.40| 0.20-6.00 |0.35-0.45| --- | 30-80 | .02 | .02 | 2 | 2 | 134

 | 16-30 | 0-0 |0.15-0.40| 0.20-6.00 |0.35-0.45| --- | 30-80 | .02 | .02 | | |

 | 30-60 | 7-30|1.45-1.75| 0.20-2.00 |0.11-0.22| 0.0-2.9 | 1.0-4.0 | .28 | .28 | | |

 | | | | | | | | | | | |

101B: | | | | | | | | | | | |

 Menahga, valley train | 0-9 | 2-6 |1.50-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 0.5-1.0 | .02 | .02 | 5 | 1 | 220

 | 9-33 | 1-7 |1.50-1.70| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.1-0.5 | --- | --- | | |

 | 33-80 | 0-5 |1.60-1.70| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

101C: | | | | | | | | | | | |

 Menahga, valley train | 0-9 | 2-6 |1.50-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 0.5-1.0 | .02 | .02 | 5 | 1 | 220

 | 9-33 | 1-7 |1.50-1.70| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.1-0.5 | --- | --- | | |

 | 33-80 | 0-5 |1.60-1.70| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

101E: | | | | | | | | | | | |

 Menahga, valley train | 0-1 | 0-0 |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 5 | 1 | 220

 | 1-5 | 2-6 |1.50-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 2.0-5.0 | .02 | .02 | | |

 | 5-33 | 1-7 |1.50-1.70| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.1-0.5 | --- | --- | | |

 | 33-80 | 0-5 |1.60-1.70| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

115B2: | | | | | | | | | | | |

 Seaton----------------| 0-8 | 12-22|1.25-1.40| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .49 | .49 | 5 | 5 | 56

 | 8-13 | 12-22|1.25-1.40| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 13-55 | 14-27|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 55-80 | 10-20|1.45-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

115C2: | | | | | | | | | | | |

 Seaton----------------| 0-8 | 12-22|1.25-1.40| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .49 | .49 | 5 | 5 | 56

 | 8-13 | 12-22|1.25-1.40| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 13-55 | 14-27|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 55-80 | 10-20|1.45-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |
Dunn County, Wisconsin 567

Table 25.--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 | | | | |

 | | | | | | | | | | | |

115D2: | | | | | | | | | | | |

 Seaton----------------| 0-8 | 12-22|1.25-1.40| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .49 | .49 | 5 | 5 | 56

 | 8-13 | 12-22|1.25-1.40| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 13-55 | 14-27|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 55-80 | 10-20|1.45-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

115E2: | | | | | | | | | | | |

 Seaton----------------| 0-8 | 12-22|1.25-1.40| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .49 | .49 | 5 | 5 | 56

 | 8-13 | 12-22|1.25-1.40| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 13-55 | 14-27|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 55-80 | 10-20|1.45-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

116C2: | | | | | | | | | | | |

 Churchtown------------| 0-9 | 12-22|1.30-1.40| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 1.0-3.0 | .43 | .43 | 5 | 5 | 56

 | 9-26 | 18-27|1.40-1.55| 0.60-2.00 |0.17-0.22| 3.0-5.9 | 0.5-1.0 | --- | --- | | |

 | 26-63 | 18-30|1.40-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 63-80 | 10-20|1.40-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

116D2: | | | | | | | | | | | |

 Churchtown------------| 0-9 | 12-22|1.30-1.40| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 1.0-3.0 | .43 | .43 | 5 | 5 | 56

 | 9-26 | 18-27|1.40-1.55| 0.60-2.00 |0.17-0.22| 3.0-5.9 | 0.5-1.0 | --- | --- | | |

 | 26-63 | 18-30|1.40-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 63-80 | 10-20|1.40-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

116E2: | | | | | | | | | | | |

 Churchtown------------| 0-9 | 12-22|1.30-1.40| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 1.0-3.0 | .43 | .43 | 5 | 5 | 56

 | 9-26 | 18-27|1.40-1.55| 0.60-2.00 |0.17-0.22| 3.0-5.9 | 0.5-1.0 | --- | --- | | |

 | 26-63 | 18-30|1.40-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 63-80 | 10-20|1.40-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

125B2: | | | | | | | | | | | |

 Pepin-----------------| 0-9 | 10-20|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .49 | .49 | 4 | 5 | 56

 | 9-48 | 18-30|1.40-1.55| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 48-58 | 35-65|1.25-1.55| 0.06-0.20 |0.05-0.20| 6.0-8.9 | 0.0-0.5 | --- | --- | | |

 | 58-66 | 12-27|1.35-1.55| 0.60-2.00 |0.06-0.16| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 66-80 | --- | --- | 0.06-0.60 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

125C2: | | | | | | | | | | | |

 Pepin-----------------| 0-9 | 10-20|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .49 | .49 | 4 | 5 | 56

 | 9-48 | 18-30|1.40-1.55| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 48-58 | 35-65|1.25-1.55| 0.06-0.20 |0.05-0.20| 6.0-8.9 | 0.0-0.5 | --- | --- | | |

 | 58-66 | 12-27|1.35-1.55| 0.60-2.00 |0.06-0.16| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 66-80 | --- | --- | 0.06-0.60 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

125D2: | | | | | | | | | | | |

 Pepin-----------------| 0-9 | 10-20|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .49 | .49 | 4 | 5 | 56

 | 9-48 | 18-30|1.40-1.55| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 48-58 | 35-65|1.25-1.55| 0.06-0.20 |0.05-0.20| 6.0-8.9 | 0.0-0.5 | --- | --- | | |

 | 58-66 | 12-27|1.35-1.55| 0.60-2.00 |0.06-0.16| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 66-80 | --- | --- | 0.06-0.60 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

125E2: | | | | | | | | | | | |

 Pepin-----------------| 0-9 | 10-20|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .49 | .49 | 4 | 5 | 56

 | 9-48 | 18-30|1.40-1.55| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 48-58 | 35-65|1.25-1.55| 0.06-0.20 |0.05-0.20| 6.0-8.9 | 0.0-0.5 | --- | --- | | |

 | 58-66 | 12-27|1.35-1.55| 0.60-2.00 |0.06-0.16| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 66-80 | --- | --- | 0.06-0.60 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |
568 Soil Survey of

Table 25.--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 | | | | |

 | | | | | | | | | | | |

135C2: | | | | | | | | | | | |

 Wickware--------------| 0-10 | 10-22|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .49 | .49 | 5 | 5 | 56

 | 10-17 | 15-25|1.30-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.5-1.0 | --- | --- | | |

 | 17-36 | 18-27|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 36-71 | 10-25|1.45-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 71-80 | 5-15|1.45-1.55| 0.60-6.00 |0.17-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

135D2: | | | | | | | | | | | |

 Wickware--------------| 0-10 | 10-22|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .49 | .49 | 5 | 5 | 56

 | 10-17 | 15-25|1.30-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.5-1.0 | --- | --- | | |

 | 17-36 | 18-27|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 36-71 | 10-25|1.45-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 71-80 | 5-15|1.45-1.55| 0.60-6.00 |0.17-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

135E2: | | | | | | | | | | | |

 Wickware--------------| 0-10 | 10-22|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .49 | .49 | 5 | 5 | 56

 | 10-17 | 15-25|1.30-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.5-1.0 | --- | --- | | |

 | 17-36 | 18-27|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 36-71 | 10-25|1.45-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 71-80 | 5-15|1.45-1.55| 0.60-6.00 |0.17-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

136B: | | | | | | | | | | | |

 Doritty---------------| 0-9 | 10-22|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 2.0-3.0 | .37 | .37 | 5 | 5 | 56

 | 9-12 | 10-20|1.30-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 12-18 | 15-25|1.30-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-1.0 | --- | --- | | |

 | 18-38 | 18-27|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 38-45 | 10-25|1.45-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 45-60 | 1-20|1.50-1.65| 0.60-6.00 |0.10-0.20| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

136C2: | | | | | | | | | | | |

 Doritty---------------| 0-9 | 10-22|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 2.0-3.0 | .37 | .37 | 5 | 5 | 56

 | 9-12 | 10-20|1.30-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 12-18 | 15-25|1.30-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-1.0 | --- | --- | | |

 | 18-38 | 18-27|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 38-45 | 10-25|1.45-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 45-60 | 1-20|1.50-1.65| 0.60-6.00 |0.10-0.20| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

144B2: | | | | | | | | | | | |

 NewGlarus-------------| 0-9 | 12-22|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .49 | .49 | 3 | 5 | 56

 | 9-13 | 10-27|1.35-1.50| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 13-23 | 18-35|1.40-1.55| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 23-35 | 35-65|1.25-1.55| 0.06-0.20 |0.05-0.20| 6.0-8.9 | 0.0-0.5 | --- | --- | | |

 | 35-45 | 12-27|1.35-1.55| 0.60-2.00 |0.06-0.16| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 45-60 | --- | --- | 0.06-0.60 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

144C2: | | | | | | | | | | | |

 NewGlarus-------------| 0-9 | 12-22|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .49 | .49 | 3 | 5 | 56

 | 9-13 | 10-27|1.35-1.50| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 13-23 | 18-35|1.40-1.55| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 23-35 | 35-65|1.25-1.55| 0.06-0.20 |0.05-0.20| 6.0-8.9 | 0.0-0.5 | --- | --- | | |

 | 35-45 | 12-27|1.35-1.55| 0.60-2.00 |0.06-0.16| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 45-60 | --- | --- | 0.06-0.60 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

144D2: | | | | | | | | | | | |

 NewGlarus-------------| 0-9 | 12-22|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .49 | .49 | 3 | 5 | 56

 | 9-13 | 10-27|1.35-1.50| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 13-23 | 18-35|1.40-1.55| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 23-35 | 35-65|1.25-1.55| 0.06-0.20 |0.05-0.20| 6.0-8.9 | 0.0-0.5 | --- | --- | | |

 | 35-45 | 12-27|1.35-1.55| 0.60-2.00 |0.06-0.16| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 45-60 | --- | --- | 0.06-0.60 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |
Dunn County, Wisconsin 569

Table 25.--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 | | | | |

 | | | | | | | | | | | |

144E2: | | | | | | | | | | | |

 NewGlarus-------------| 0-9 | 12-22|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .49 | .49 | 3 | 5 | 56

 | 9-13 | 10-27|1.35-1.50| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 13-23 | 18-35|1.40-1.55| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 23-35 | 35-65|1.25-1.55| 0.06-0.20 |0.05-0.20| 6.0-8.9 | 0.0-0.5 | --- | --- | | |

 | 35-45 | 12-27|1.35-1.55| 0.60-2.00 |0.06-0.16| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 45-60 | --- | --- | 0.06-0.60 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

161E: | | | | | | | | | | | |

 Fivepoints------------| 0-1 | 0-0 |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 2 | 6 | 48

 | 1-4 | 12-27|1.30-1.50| 0.20-2.00 |0.20-0.22| 0.0-2.9 | 1.0-2.0 | .37 | .37 | | |

 | 4-10 | 18-35|1.40-1.55| 0.20-2.00 |0.18-0.22| 3.0-5.9 | 0.0-1.0 | --- | --- | | |

 | 10-19 | 35-75|1.25-1.55| 0.01-0.20 |0.04-0.20| 6.0-8.9 | 0.0-0.5 | --- | --- | | |

 | 19-35 | 8-27|1.40-1.50| 0.60-6.00 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 35-80 | --- | --- | 0.06-0.60 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

208A: | | | | | | | | | | | |

 Siouxcreek------------| 0-8 | 8-20|1.30-1.50| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 2.0-3.0 | .37 | .37 | 3 | 5 | 56

 | 8-14 | 6-15|1.40-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 14-22 | 14-24|1.40-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 22-32 | 6-18|1.50-1.70| 2.00-6.00 |0.11-0.16| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 32-38 | 2-7 |1.55-1.70| 6.00-20 | --- | 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 38-60 | --- | --- | 0.06-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

213B2: | | | | | | | | | | | |

 Hixton----------------| 0-8 | 12-16|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .43 | .43 | 3 | 5 | 56

 | 8-20 | 14-27|1.40-1.55| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 20-32 | 10-17|1.55-1.65| 0.60-6.00 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 32-37 | 2-6 |1.60-1.70| 6.00-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 37-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

213C2: | | | | | | | | | | | |

 Hixton----------------| 0-8 | 12-16|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .43 | .43 | 3 | 5 | 56

 | 8-20 | 14-27|1.40-1.55| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 20-32 | 10-17|1.55-1.65| 0.60-6.00 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 32-37 | 2-6 |1.60-1.70| 6.00-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 37-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

224B: | | | | | | | | | | | |

 Elevasil--------------| 0-9 | 8-13|1.45-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 2.0-3.0 | .24 | .24 | 3 | 3 | 86

 | 9-27 | 10-17|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 27-31 | 2-10|1.50-1.70| 2.00-20 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 31-39 | 1-8 |1.60-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 39-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

224C2: | | | | | | | | | | | |

 Elevasil--------------| 0-9 | 8-13|1.45-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 2.0-3.0 | .24 | .24 | 3 | 3 | 86

 | 9-27 | 10-17|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 27-31 | 2-10|1.50-1.70| 2.00-20 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 31-39 | 1-8 |1.60-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 39-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

224D2: | | | | | | | | | | | |

 Elevasil--------------| 0-9 | 8-13|1.45-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 2.0-3.0 | .24 | .24 | 3 | 3 | 86

 | 9-27 | 10-17|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 27-31 | 2-10|1.50-1.70| 2.00-20 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 31-39 | 1-8 |1.60-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 39-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |
570 Soil Survey of

Table 25.--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 | | | | |

 | | | | | | | | | | | |

224E2: | | | | | | | | | | | |

 Elevasil--------------| 0-9 | 8-13|1.45-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 2.0-3.0 | .24 | .24 | 3 | 3 | 86

 | 9-27 | 10-17|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 27-31 | 2-10|1.50-1.70| 2.00-20 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 31-39 | 1-8 |1.60-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 39-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

233C: | | | | | | | | | | | |

 Boone-----------------| 0-8 | 2-3 |1.50-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 0.5-1.0 | .02 | .02 | 3 | 1 | 220

 | 8-21 | 0-3 |1.60-1.70| 6.00-20 |0.05-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 21-35 | 0-3 |1.60-1.70| 6.00-20 |0.04-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 35-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

243B2: | | | | | | | | | | | |

 Hixton, thin solum----| 0-8 | 10-20|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .43 | .43 | 3 | 5 | 56

 | 8-15 | 15-27|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 15-21 | 5-20|1.45-1.65| 0.60-6.00 |0.08-0.17| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 21-60 | --- | --- | 0.06-0.60 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

243C2: | | | | | | | | | | | |

 Hixton, thin solum----| 0-8 | 10-20|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .43 | .43 | 3 | 5 | 56

 | 8-15 | 15-27|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 15-21 | 5-20|1.45-1.65| 0.60-6.00 |0.08-0.17| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 21-60 | --- | --- | 0.06-0.60 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

244B: | | | | | | | | | | | |

 Elkmound--------------| 0-8 | 5-12|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 1.0-2.0 | .32 | .32 | 2 | 5 | 56

 | 8-12 | 5-20|1.45-1.65| 0.60-6.00 |0.08-0.17| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 12-60 | --- | --- | 0.06-0.60 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

244C2: | | | | | | | | | | | |

 Elkmound--------------| 0-8 | 5-12|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 1.0-2.0 | .32 | .32 | 2 | 5 | 56

 | 8-12 | 5-20|1.45-1.65| 0.60-6.00 |0.08-0.17| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 12-60 | --- | --- | 0.06-0.60 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

244D2: | | | | | | | | | | | |

 Elkmound--------------| 0-8 | 5-12|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 1.0-2.0 | .32 | .32 | 2 | 5 | 56

 | 8-12 | 5-20|1.45-1.65| 0.60-6.00 |0.08-0.17| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 12-60 | --- | --- | 0.06-0.60 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

254B2: | | | | | | | | | | | |

 Norden----------------| 0-8 | 12-16|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .43 | .43 | 3 | 5 | 56

 | 8-20 | 14-27|1.40-1.55| 0.60-2.00 |0.17-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 20-37 | 10-26|1.40-1.60| 0.60-6.00 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 37-60 | --- | --- | 0.06-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

254C2: | | | | | | | | | | | |

 Norden----------------| 0-8 | 12-16|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .43 | .43 | 3 | 5 | 56

 | 8-20 | 14-27|1.40-1.55| 0.60-2.00 |0.17-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 20-37 | 10-26|1.40-1.60| 0.60-6.00 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 37-60 | --- | --- | 0.06-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

254D2: | | | | | | | | | | | |

 Norden----------------| 0-8 | 12-16|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .43 | .43 | 3 | 5 | 56

 | 8-20 | 14-27|1.40-1.55| 0.60-2.00 |0.17-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 20-37 | 10-26|1.40-1.60| 0.60-6.00 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 37-60 | --- | --- | 0.06-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

254E2: | | | | | | | | | | | |

 Norden----------------| 0-8 | 12-16|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .43 | .43 | 3 | 5 | 56

 | 8-20 | 14-27|1.40-1.55| 0.60-2.00 |0.17-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 20-37 | 10-26|1.40-1.60| 0.60-6.00 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 37-60 | --- | --- | 0.06-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |
Dunn County, Wisconsin 571

Table 25.--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 | | | | |

 | | | | | | | | | | | |

254F: | | | | | | | | | | | |

 Norden----------------| 0-1 | 0-0 |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 3 | 5 | 56

 | 1-3 | 12-16|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 3.0-7.0 | .37 | .37 | | |

 | 3-20 | 14-27|1.40-1.55| 0.60-2.00 |0.17-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 20-37 | 10-26|1.40-1.60| 0.60-6.00 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 37-60 | --- | --- | 0.06-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

255B2: | | | | | | | | | | | |

 Urne------------------| 0-9 | 10-18|1.35-1.55| 0.60-6.00 |0.16-0.18| 0.0-2.9 | 1.0-2.0 | .32 | .32 | 3 | 3 | 86

 | 9-28 | 6-18|1.45-1.65| 0.60-6.00 |0.09-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 28-36 | 10-26|1.45-1.65| 0.60-5.95 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 36-60 | --- | --- | 0.06-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

255C2: | | | | | | | | | | | |

 Urne------------------| 0-9 | 10-18|1.35-1.55| 0.60-6.00 |0.16-0.18| 0.0-2.9 | 1.0-2.0 | .32 | .32 | 3 | 3 | 86

 | 9-28 | 6-18|1.45-1.65| 0.60-6.00 |0.09-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 28-36 | 10-26|1.45-1.65| 0.60-5.95 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 36-60 | --- | --- | 0.06-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

255D2: | | | | | | | | | | | |

 Urne------------------| 0-9 | 10-18|1.35-1.55| 0.60-6.00 |0.16-0.18| 0.0-2.9 | 1.0-2.0 | .32 | .32 | 3 | 3 | 86

 | 9-28 | 6-18|1.45-1.65| 0.60-6.00 |0.09-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 28-36 | 10-26|1.45-1.65| 0.60-5.95 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 36-60 | --- | --- | 0.06-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

255E2: | | | | | | | | | | | |

 Urne------------------| 0-9 | 10-18|1.35-1.55| 0.60-6.00 |0.16-0.18| 0.0-2.9 | 1.0-2.0 | .32 | .32 | 3 | 3 | 86

 | 9-28 | 6-18|1.45-1.65| 0.60-6.00 |0.09-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 28-36 | 10-26|1.45-1.65| 0.60-5.95 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 36-60 | --- | --- | 0.06-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

255F: | | | | | | | | | | | |

 Urne------------------| 0-2 | 10-18|1.35-1.55| 0.60-6.00 |0.16-0.18| 0.0-2.9 | 3.0-7.0 | .32 | .32 | 3 | 3 | 86

 | 2-28 | 6-18|1.45-1.65| 0.60-6.00 |0.09-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 28-36 | 10-26|1.45-1.65| 0.60-5.95 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 36-60 | --- | --- | 0.06-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

265B: | | | | | | | | | | | |

 Garne-----------------| 0-18 | 1-8 |1.45-1.65| 6.00-20 |0.10-0.12| 0.0-2.9 | 1.0-3.0 | .05 | .05 | 3 | 2 | 134

 | 18-23 | 1-8 |1.50-1.70| 6.00-20 |0.07-0.12| 0.0-2.9 | 1.0-2.0 | --- | --- | | |

 | 23-27 | 1-8 |1.50-1.70| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 27-34 | 10-26|1.40-1.70| 0.60-6.00 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 34-60 | --- | --- | 0.06-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

265C: | | | | | | | | | | | |

 Garne-----------------| 0-18 | 1-8 |1.45-1.65| 6.00-20 |0.10-0.12| 0.0-2.9 | 1.0-3.0 | .05 | .05 | 3 | 2 | 134

 | 18-23 | 1-8 |1.50-1.70| 6.00-20 |0.07-0.12| 0.0-2.9 | 1.0-2.0 | --- | --- | | |

 | 23-27 | 1-8 |1.50-1.70| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 27-34 | 10-26|1.40-1.70| 0.60-6.00 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 34-60 | --- | --- | 0.06-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

266B: | | | | | | | | | | | |

 Hiles-----------------| 0-9 | 10-20|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 2.0-3.0 | .37 | .37 | 3 | 5 | 56

 | 9-19 | 20-27|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.5-1.0 | --- | --- | | |

 | 19-29 | 18-35|1.55-1.70| 0.20-2.00 |0.08-0.18| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 29-60 | --- | --- | 0.00-0.60 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

268A: | | | | | | | | | | | |

 Kert------------------| 0-9 | 10-20|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 2.0-4.0 | .37 | .37 | 3 | 5 | 56

 | 9-22 | 18-27|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.5-1.0 | --- | --- | | |

 | 22-34 | 18-35|1.55-1.70| 0.20-2.00 |0.08-0.18| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 34-60 | --- | --- | 0.00-0.60 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |
572 Soil Survey of

Table 25.--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 | | | | |

 | | | | | | | | | | | |

269A: | | | | | | | | | | | |

 Veedum, undrained-----| 0-5 | 0-0 |0.15-0.40| 0.20-6.00 |0.35-0.45| --- | 30-80 | .02 | .02 | 3 | 5 | 56

 | 5-7 | 10-20|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 4.0-10 | .37 | .37 | | |

 | 7-9 | 18-27|1.40-1.55| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 9-20 | 20-27|1.40-1.55| 0.60-2.00 |0.17-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 20-26 | 18-35|1.55-1.70| 0.20-2.00 |0.08-0.19| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 26-60 | --- | --- | 0.00-0.60 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

273B2: | | | | | | | | | | | |

 Dobie-----------------| 0-8 | 10-17|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .43 | .43 | 3 | 5 | 56

 | 8-26 | 15-25|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 26-37 | 6-17|1.35-1.75| 0.60-6.00 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 37-60 | --- | --- | 0.06-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

 Hixton, frigid--------| 0-8 | 12-16|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .43 | .43 | 3 | 5 | 56

 | 8-13 | 15-25|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 13-20 | 14-27|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 20-32 | 10-17|1.55-1.65| 0.60-6.00 |0.11-0.18| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 32-37 | 2-6 |1.55-1.70| 6.00-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 37-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

273C2: | | | | | | | | | | | |

 Dobie-----------------| 0-8 | 10-17|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .43 | .43 | 3 | 5 | 56

 | 8-26 | 15-25|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 26-37 | 6-17|1.35-1.75| 0.60-6.00 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 37-60 | --- | --- | 0.06-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

 Hixton, frigid--------| 0-8 | 12-16|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .43 | .43 | 3 | 5 | 56

 | 8-13 | 15-25|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 13-20 | 14-27|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 20-32 | 10-17|1.55-1.65| 0.60-6.00 |0.11-0.18| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 32-37 | 2-6 |1.55-1.70| 6.00-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 37-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

273D2: | | | | | | | | | | | |

 Dobie-----------------| 0-8 | 10-17|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .43 | .43 | 3 | 5 | 56

 | 8-26 | 15-25|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 26-37 | 6-17|1.35-1.75| 0.60-6.00 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 37-60 | --- | --- | 0.06-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

 Hixton, frigid--------| 0-8 | 12-16|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .43 | .43 | 3 | 5 | 56

 | 8-13 | 15-25|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 13-20 | 14-27|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 20-32 | 10-17|1.55-1.65| 0.60-6.00 |0.11-0.18| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 32-37 | 2-6 |1.55-1.70| 6.00-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 37-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

273E2: | | | | | | | | | | | |

 Dobie-----------------| 0-8 | 10-17|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .43 | .43 | 3 | 5 | 56

 | 8-26 | 15-25|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 26-37 | 6-17|1.35-1.75| 0.60-6.00 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 37-60 | --- | --- | 0.06-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

 Hixton, frigid--------| 0-8 | 12-16|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .43 | .43 | 3 | 5 | 56

 | 8-13 | 15-25|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 13-20 | 14-27|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 20-32 | 10-17|1.55-1.65| 0.60-6.00 |0.11-0.18| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 32-37 | 2-6 |1.55-1.70| 6.00-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 37-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |
Dunn County, Wisconsin 573

Table 25.--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 | | | | |

 | | | | | | | | | | | |

275B2: | | | | | | | | | | | |

 Hayriver--------------| 0-8 | 7-15|1.35-1.65| 0.60-6.00 |0.16-0.18| 0.0-2.9 | 1.0-2.0 | .32 | .32 | 3 | 3 | 86

 | 8-13 | 5-12|1.40-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 13-30 | 6-17|1.45-1.65| 0.60-6.00 |0.08-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 30-60 | --- | --- | 0.06-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

 Elevasil, frigid------| 0-9 | 8-13|1.35-1.55| 0.60-6.00 |0.16-0.18| 0.0-2.9 | 1.0-2.0 | .32 | .32 | 3 | 3 | 86

 | 9-27 | 10-17|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 27-31 | 2-10|1.55-1.70| 2.00-20 |0.04-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 31-39 | 1-8 |1.55-1.70| 6.00-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 39-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

275C2: | | | | | | | | | | | |

 Hayriver--------------| 0-8 | 7-15|1.35-1.65| 0.60-6.00 |0.16-0.18| 0.0-2.9 | 1.0-2.0 | .32 | .32 | 3 | 3 | 86

 | 8-13 | 5-12|1.40-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 13-30 | 6-17|1.45-1.65| 0.60-6.00 |0.08-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 30-60 | --- | --- | 0.06-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

 Elevasil, frigid------| 0-9 | 8-13|1.35-1.55| 0.60-6.00 |0.16-0.18| 0.0-2.9 | 1.0-2.0 | .32 | .32 | 3 | 3 | 86

 | 9-27 | 10-17|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 27-31 | 2-10|1.55-1.70| 2.00-20 |0.04-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 31-39 | 1-8 |1.55-1.70| 6.00-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 39-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

275D2: | | | | | | | | | | | |

 Hayriver--------------| 0-8 | 7-15|1.35-1.65| 0.60-6.00 |0.16-0.18| 0.0-2.9 | 1.0-2.0 | .32 | .32 | 3 | 3 | 86

 | 8-13 | 5-12|1.40-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 13-30 | 6-17|1.45-1.65| 0.60-6.00 |0.08-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 30-60 | --- | --- | 0.06-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

 Elevasil, frigid------| 0-9 | 8-13|1.35-1.55| 0.60-6.00 |0.16-0.18| 0.0-2.9 | 1.0-2.0 | .32 | .32 | 3 | 3 | 86

 | 9-27 | 10-17|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 27-31 | 2-10|1.55-1.70| 2.00-20 |0.04-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 31-39 | 1-8 |1.55-1.70| 6.00-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 39-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

276B: | | | | | | | | | | | |

 Humbird, loamy subsoil| 0-9 | 6-13|1.35-1.55| 0.60-6.00 |0.16-0.18| 0.0-2.9 | 1.0-3.0 | .28 | .28 | 3 | 3 | 86

 | 9-15 | 8-17|1.45-1.65| 0.60-6.00 |0.12-0.17| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 15-27 | 18-35|1.50-1.75| 0.20-2.00 |0.07-0.18| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 27-60 | --- | --- | 0.00-0.60 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

278A: | | | | | | | | | | | |

 Merrillan, loamy | | | | | | | | | | | |

 subsoil--------------| 0-9 | 6-13|1.35-1.55| 0.60-6.00 |0.16-0.18| 0.0-2.9 | 2.0-3.0 | .28 | .28 | 3 | 3 | 86

 | 9-29 | 8-17|1.45-1.65| 0.60-6.00 |0.12-0.17| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 29-34 | 18-35|1.55-1.65| 0.20-2.00 |0.07-0.18| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 34-60 | --- | --- | 0.00-0.60 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

282C: | | | | | | | | | | | |

 Twinmound-------------| 0-8 | 2-4 |1.50-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 0.5-2.0 | .05 | .05 | 3 | 1 | 250

 | 8-17 | 0-3 |1.55-1.70| 6.00-20 |0.04-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 17-26 | 0-3 |1.55-1.70| 6.00-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 26-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

282F: | | | | | | | | | | | |

 Twinmound-------------| 0-1 | 0-0 |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 3 | 1 | 250

 | 1-3 | 2-4 |1.50-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 3.0-7.0 | .05 | .05 | | |

 | 3-17 | 0-3 |1.55-1.70| 6.00-20 |0.04-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 17-26 | 0-3 |1.55-1.70| 6.00-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 26-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |
574 Soil Survey of

Table 25.--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 | | | | |

 | | | | | | | | | | | |

313D2: | | | | | | | | | | | |

 Plumcreek-------------| 0-9 | 10-25|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .43 | .43 | 5 | 5 | 56

 | 9-28 | 18-27|1.40-1.55| 0.60-2.00 |0.12-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 28-36 | 8-28|1.55-1.70| 0.60-2.00 |0.10-0.18| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 36-60 | 8-30|1.55-1.70| 0.60-2.00 |0.10-0.18| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

313F: | | | | | | | | | | | |

 Plumcreek-------------| 0-4 | 10-25|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 3.0-7.0 | .43 | .43 | 5 | 5 | 56

 | 4-7 | 10-20|1.35-1.45| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 7-28 | 18-27|1.45-1.55| 0.60-2.00 |0.12-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 28-36 | 8-28|1.55-1.70| 0.60-2.00 |0.10-0.18| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 36-60 | 8-30|1.55-1.70| 0.60-2.00 |0.10-0.18| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

316B2: | | | | | | | | | | | |

 Ella------------------| 0-8 | 10-25|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 2.0-3.0 | .37 | .37 | 5 | 5 | 56

 | 8-55 | 18-30|1.40-1.55| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-1.0 | --- | --- | | |

 | 55-72 | 10-30|1.55-1.70| 0.60-2.00 |0.10-0.18| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 72-80 | 10-30|1.55-1.70| 0.60-2.00 |0.10-0.18| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

316C2: | | | | | | | | | | | |

 Ella------------------| 0-8 | 10-25|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 2.0-3.0 | .37 | .37 | 5 | 5 | 56

 | 8-55 | 18-30|1.40-1.55| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-1.0 | --- | --- | | |

 | 55-72 | 10-30|1.55-1.70| 0.60-2.00 |0.10-0.18| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 72-80 | 10-30|1.55-1.70| 0.60-2.00 |0.10-0.18| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

318A: | | | | | | | | | | | |

 Bearpen---------------| 0-18 | 10-25|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-4.0 | .32 | .32 | 5 | 5 | 56

 | 18-41 | 18-30|1.40-1.55| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-1.0 | --- | --- | | |

 | 41-50 | 10-30|1.55-1.70| 0.60-2.00 |0.11-0.18| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 50-60 | 10-30|1.55-1.70| 0.60-2.00 |0.11-0.18| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

349A: | | | | | | | | | | | |

 Rib, valley train, | | | | | | | | | | | |

 undrained------------| 0-8 | 10-20|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 4.0-10 | .32 | .32 | 4 | 5 | 56

 | 8-32 | 18-30|1.40-1.55| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.5-2.0 | --- | --- | | |

 | 32-36 | 5-25|1.45-1.75| 0.60-2.00 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 36-60 | 1-4 |1.70-1.80| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

378A: | | | | | | | | | | | |

 Poskin, valley train--| 0-9 | 13-17|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 2.0-4.0 | .37 | .37 | 4 | 5 | 56

 | 9-12 | 10-15|1.40-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 12-19 | 15-22|1.40-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 19-36 | 18-27|1.45-1.65| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 36-39 | 5-15|1.45-1.65| 0.60-6.00 |0.07-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 39-60 | 1-4 |1.70-1.80| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

403A: | | | | | | | | | | | |

 Dakota----------------| 0-10 | 12-22|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 2.0-5.0 | .32 | .32 | 4 | 5 | 56

 | 10-13 | 12-22|1.40-1.50| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 1.0-4.0 | --- | --- | | |

 | 13-35 | 18-30|1.40-1.55| 0.20-2.00 |0.12-0.22| 3.0-5.9 | 0.5-1.0 | --- | --- | | |

 | 35-38 | 4-11|1.55-1.70| 2.00-60 |0.03-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 38-60 | 1-4 |1.65-1.75| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

413A: | | | | | | | | | | | |

 Rasset----------------| 0-10 | 6-15|1.35-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 2.0-4.0 | .20 | .20 | 4 | 3 | 86

 | 10-18 | 6-15|1.35-1.55| 0.60-6.00 |0.13-0.18| 0.0-2.9 | 2.0-4.0 | --- | --- | | |

 | 18-30 | 10-22|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 1.0-2.0 | --- | --- | | |

 | 30-50 | 2-10|1.55-1.70| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 50-60 | 1-5 |1.65-1.75| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |
Dunn County, Wisconsin 575

Table 25.--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 | | | | |

 | | | | | | | | | | | |

413B: | | | | | | | | | | | |

 Rasset----------------| 0-10 | 6-15|1.35-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 2.0-4.0 | .20 | .20 | 4 | 3 | 86

 | 10-18 | 6-15|1.35-1.55| 0.60-6.00 |0.13-0.18| 0.0-2.9 | 2.0-4.0 | --- | --- | | |

 | 18-30 | 10-22|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 1.0-2.0 | --- | --- | | |

 | 30-50 | 2-10|1.55-1.70| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 50-60 | 1-5 |1.65-1.75| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

416A: | | | | | | | | | | | |

 Menomin---------------| 0-9 | 8-20|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 2.0-3.0 | .32 | .32 | 4 | 5 | 56

 | 9-32 | 15-25|1.45-1.65| 0.60-2.00 |0.12-0.22| 3.0-5.9 | 0.0-1.0 | --- | --- | | |

 | 32-55 | 1-4 |1.55-1.70| 6.00-60 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 55-72 | 1-4 |1.65-1.75| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

423A: | | | | | | | | | | | |

 Meridian--------------| 0-9 | 8-20|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 2.0-3.0 | .32 | .32 | 4 | 5 | 56

 | 9-28 | 18-30|1.40-1.65| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-1.0 | --- | --- | | |

 | 28-32 | 14-22|1.55-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 32-41 | 1-4 |1.55-1.70| 6.00-60 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 41-72 | 1-4 |1.65-1.75| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

423B2: | | | | | | | | | | | |

 Meridian--------------| 0-9 | 8-20|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 2.0-3.0 | .32 | .32 | 4 | 5 | 56

 | 9-28 | 18-30|1.40-1.65| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-1.0 | --- | --- | | |

 | 28-32 | 14-22|1.55-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 32-41 | 1-4 |1.55-1.70| 6.00-60 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 41-72 | 1-4 |1.65-1.75| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

423C2: | | | | | | | | | | | |

 Meridian--------------| 0-9 | 8-20|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 2.0-3.0 | .32 | .32 | 4 | 5 | 56

 | 9-28 | 18-30|1.40-1.65| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-1.0 | --- | --- | | |

 | 28-32 | 14-22|1.55-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 32-41 | 1-4 |1.55-1.70| 6.00-60 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 41-72 | 1-4 |1.65-1.75| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

428A: | | | | | | | | | | | |

 Shiffer---------------| 0-7 | 12-22|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 2.0-4.0 | .24 | .24 | 4 | 5 | 56

 | 7-24 | 18-27|1.45-1.65| 0.60-2.00 |0.12-0.19| 3.0-5.9 | 0.5-1.0 | --- | --- | | |

 | 24-32 | 6-15|1.55-1.65| 0.60-6.00 |0.08-0.13| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 32-60 | 2-8 |1.60-1.70| 6.00-60 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

429A: | | | | | | | | | | | |

 Lows, undrained-------| 0-6 | 12-22|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 4.0-10 | .24 | .24 | 4 | 5 | 56

 | 6-13 | 10-22|1.35-1.55| 0.60-2.00 |0.12-0.20| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 13-28 | 18-27|1.45-1.65| 0.60-2.00 |0.16-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 28-60 | 2-8 |1.60-1.70| 6.00-60 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

432A: | | | | | | | | | | | |

 Kevilar---------------| 0-9 | 5-15|1.45-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 2.0-3.0 | .20 | .20 | 4 | 3 | 86

 | 9-29 | 6-18|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 29-50 | 1-6 |1.55-1.70| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 50-80 | 8-18|1.55-1.70| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

432B: | | | | | | | | | | | |

 Kevilar---------------| 0-9 | 5-15|1.45-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 2.0-3.0 | .20 | .20 | 4 | 3 | 86

 | 9-29 | 6-18|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 29-50 | 1-6 |1.55-1.70| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 50-80 | 8-18|1.55-1.70| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

432C2: | | | | | | | | | | | |

 Kevilar---------------| 0-9 | 5-15|1.45-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 2.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 9-29 | 6-18|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 29-50 | 1-6 |1.55-1.70| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 50-80 | 8-18|1.55-1.70| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |
576 Soil Survey of

Table 25.--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 | | | | |

 | | | | | | | | | | | |

432D2: | | | | | | | | | | | |

 Kevilar---------------| 0-9 | 5-15|1.45-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 2.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 9-29 | 6-18|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 29-50 | 1-6 |1.55-1.70| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 50-80 | 8-18|1.55-1.70| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

433A: | | | | | | | | | | | |

 Forkhorn--------------| 0-9 | 5-15|1.45-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 2.0-3.0 | .20 | .20 | 4 | 3 | 86

 | 9-25 | 6-18|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 25-32 | 3-10|1.50-1.70| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 32-72 | 1-8 |1.65-1.75| 6.00-60 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

433B: | | | | | | | | | | | |

 Forkhorn--------------| 0-9 | 5-15|1.45-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 2.0-3.0 | .20 | .20 | 4 | 3 | 86

 | 9-25 | 6-18|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 25-32 | 3-10|1.50-1.70| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 32-72 | 1-8 |1.65-1.75| 6.00-60 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

433C2: | | | | | | | | | | | |

 Forkhorn--------------| 0-9 | 5-15|1.45-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 2.0-3.0 | .20 | .20 | 4 | 3 | 86

 | 9-25 | 6-18|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 25-32 | 3-10|1.50-1.70| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 32-72 | 1-8 |1.65-1.75| 6.00-60 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

433D2: | | | | | | | | | | | |

 Forkhorn--------------| 0-9 | 5-15|1.45-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 2.0-3.0 | .20 | .20 | 4 | 3 | 86

 | 9-25 | 6-18|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 25-32 | 3-10|1.50-1.70| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 32-72 | 1-8 |1.65-1.75| 6.00-60 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

434B: | | | | | | | | | | | |

 Bilson----------------| 0-8 | 5-15|1.45-1.55| 0.60-6.00 |0.14-0.16| 0.0-2.9 | 2.0-3.0 | .20 | .20 | 4 | 3 | 86

 | 8-32 | 6-18|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 32-38 | 1-8 |1.55-1.70| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 38-60 | 1-8 |1.55-1.70| 0.60-6.00 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

436A: | | | | | | | | | | | |

 Rusktown--------------| 0-9 | 5-15|1.45-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 2.0-3.0 | .20 | .20 | 4 | 3 | 86

 | 9-25 | 6-18|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 25-38 | 3-10|1.55-1.70| 6.00-60 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 38-72 | 1-8 |1.65-1.75| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

438A: | | | | | | | | | | | |

 Hoopeston-------------| 0-13 | 8-18|1.45-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 2.0-3.0 | .20 | .20 | 4 | 3 | 86

 | 13-22 | 8-18|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 22-37 | 2-10|1.55-1.70| 2.00-20 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 37-72 | 2-8 |1.60-1.70| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

453A: | | | | | | | | | | | |

 Burkhardt-------------| 0-10 | 5-13|1.35-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 2.0-3.0 | .20 | .20 | 3 | 3 | 86

 | 10-17 | 8-18|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 17-19 | 1-6 |1.50-1.70| 6.00-60 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 19-60 | 1-4 |1.65-1.75| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

453B: | | | | | | | | | | | |

 Burkhardt-------------| 0-10 | 5-13|1.35-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 2.0-3.0 | .20 | .20 | 3 | 3 | 86

 | 10-17 | 8-18|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 17-19 | 1-6 |1.50-1.70| 6.00-60 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 19-60 | 1-4 |1.65-1.75| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |
Dunn County, Wisconsin 577

Table 25.--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 | | | | |

 | | | | | | | | | | | |

454B: | | | | | | | | | | | |

 Chetek, kame terrace--| 0-10 | 4-12|1.45-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 3 | 3 | 86

 | 10-16 | 7-17|1.45-1.65| 0.60-6.00 |0.08-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 16-20 | 3-10|1.60-1.70| 2.00-60 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 20-60 | 1-3 |1.65-1.75| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

454C2: | | | | | | | | | | | |

 Chetek, kame terrace--| 0-10 | 4-12|1.45-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 3 | 3 | 86

 | 10-16 | 7-17|1.45-1.65| 0.60-6.00 |0.08-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 16-20 | 3-10|1.60-1.70| 2.00-60 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 20-60 | 1-3 |1.65-1.75| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

454D2: | | | | | | | | | | | |

 Chetek, kame terrace--| 0-10 | 4-12|1.45-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 3 | 3 | 86

 | 10-16 | 7-17|1.45-1.65| 0.60-6.00 |0.08-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 16-20 | 3-10|1.60-1.70| 2.00-60 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 20-60 | 1-3 |1.65-1.75| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

454E: | | | | | | | | | | | |

 Chetek, kame terrace--| 0-1 | 0-0 |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 3 | 3 | 86

 | 1-4 | 4-12|1.45-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 2.0-3.0 | .24 | .24 | | |

 | 4-11 | 3-10|1.45-1.65| 0.60-6.00 |0.08-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 11-16 | 7-17|1.45-1.65| 0.60-6.00 |0.08-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 16-20 | 3-10|1.60-1.70| 2.00-60 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 20-60 | 1-3 |1.65-1.75| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

468A: | | | | | | | | | | | |

 Oesterle, valley train| 0-8 | 8-15|1.45-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 2.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 8-11 | 8-15|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 11-25 | 7-17|1.45-1.65| 0.60-6.00 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 25-31 | 1-6 |1.55-1.70| 6.00-60 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 31-60 | 1-4 |1.65-1.75| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

501A: | | | | | | | | | | | |

 Finchford-------------| 0-15 | 5-10|1.50-1.65| 6.00-20 |0.10-0.12| 0.0-2.9 | 1.0-3.0 | .05 | .05 | 5 | 2 | 134

 | 15-19 | 5-10|1.50-1.65| 6.00-20 |0.10-0.12| 0.0-2.9 | 1.0-2.0 | --- | --- | | |

 | 19-26 | 2-8 |1.55-1.70| 6.00-60 |0.03-0.10| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 26-80 | 2-5 |1.65-1.75| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

501B: | | | | | | | | | | | |

 Finchford-------------| 0-15 | 5-10|1.50-1.65| 6.00-20 |0.10-0.12| 0.0-2.9 | 1.0-3.0 | .05 | .05 | 5 | 2 | 134

 | 15-19 | 5-10|1.50-1.65| 6.00-20 |0.10-0.12| 0.0-2.9 | 1.0-2.0 | --- | --- | | |

 | 19-26 | 2-8 |1.55-1.70| 6.00-60 |0.03-0.10| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 26-80 | 2-5 |1.65-1.75| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

502B2: | | | | | | | | | | | |

 Chelsea---------------| 0-9 | 3-8 |1.50-1.65| 6.00-20 |0.06-0.08| 0.0-2.9 | 0.5-1.0 | .05 | .05 | 5 | 1 | 250

 | 9-30 | 5-10|1.50-1.65| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 30-80 | 5-10|1.55-1.70| 2.00-20 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

502C2: | | | | | | | | | | | |

 Chelsea---------------| 0-9 | 3-8 |1.50-1.65| 6.00-20 |0.06-0.08| 0.0-2.9 | 0.5-1.0 | .05 | .05 | 5 | 1 | 250

 | 9-30 | 5-10|1.50-1.65| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 30-80 | 5-10|1.55-1.70| 2.00-20 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

506A: | | | | | | | | | | | |

 Komro-----------------| 0-14 | 3-10|1.50-1.65| 6.00-20 |0.10-0.12| 0.0-2.9 | 1.0-3.0 | .05 | .05 | 5 | 2 | 134

 | 14-18 | 2-8 |1.50-1.55| 6.00-60 |0.04-0.12| 0.0-2.9 | 0.5-2.0 | --- | --- | | |

 | 18-38 | 2-8 |1.55-1.70| 6.00-60 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 38-72 | 1-5 |1.65-1.75| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |
578 Soil Survey of

Table 25.--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 | | | | |

 | | | | | | | | | | | |

508A: | | | | | | | | | | | |

 Farrington------------| 0-14 | 3-10|1.50-1.65| 6.00-20 |0.10-0.12| 0.0-2.9 | 1.0-3.0 | .05 | .05 | 5 | 2 | 134

 | 14-18 | 2-8 |1.50-1.65| 6.00-60 |0.04-0.12| 0.0-2.9 | 0.5-2.0 | --- | --- | | |

 | 18-41 | 2-8 |1.55-1.65| 6.00-60 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 41-72 | 1-5 |1.70-1.80| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

510B: | | | | | | | | | | | |

 Boplain---------------| 0-9 | 1-6 |1.50-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 0.5-2.0 | .02 | .02 | 3 | 1 | 220

 | 9-32 | 1-10|1.55-1.70| 6.00-60 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 32-37 | 0-7 |1.60-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 37-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

510C: | | | | | | | | | | | |

 Boplain---------------| 0-9 | 1-6 |1.50-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 0.5-2.0 | .02 | .02 | 3 | 1 | 220

 | 9-32 | 1-10|1.55-1.70| 6.00-60 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 32-37 | 0-7 |1.60-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 37-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

511A: | | | | | | | | | | | |

 Plainfield------------| 0-9 | 2-5 |1.50-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 0.5-2.0 | .02 | .02 | 5 | 1 | 220

 | 9-32 | 1-7 |1.50-1.65| 6.00-20 |0.03-0.11| 0.0-2.9 | 0.1-0.5 | --- | --- | | |

 | 32-80 | 0-4 |1.65-1.75| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

511B: | | | | | | | | | | | |

 Plainfield------------| 0-9 | 2-5 |1.50-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 0.5-2.0 | .02 | .02 | 5 | 1 | 220

 | 9-32 | 1-7 |1.50-1.65| 6.00-20 |0.03-0.11| 0.0-2.9 | 0.1-0.5 | --- | --- | | |

 | 32-80 | 0-4 |1.65-1.75| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

511C: | | | | | | | | | | | |

 Plainfield------------| 0-9 | 2-5 |1.50-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 0.5-2.0 | .02 | .02 | 5 | 1 | 220

 | 9-32 | 1-7 |1.50-1.65| 6.00-20 |0.03-0.11| 0.0-2.9 | 0.1-0.5 | --- | --- | | |

 | 32-80 | 0-4 |1.65-1.75| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

511F: | | | | | | | | | | | |

 Plainfield------------| 0-1 | 0-0 |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 5 | 1 | 220

 | 1-4 | 2-5 |1.50-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 2.0-5.0 | .02 | .02 | | |

 | 4-32 | 1-7 |1.50-1.65| 6.00-20 |0.03-0.11| 0.0-2.9 | 0.1-0.5 | --- | --- | | |

 | 32-80 | 0-4 |1.65-1.75| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

512B: | | | | | | | | | | | |

 Drammen---------------| 0-9 | 1-8 |1.45-1.65| 6.00-20 |0.10-0.12| 0.0-2.9 | 0.5-2.0 | .10 | .10 | 5 | 2 | 134

 | 9-44 | 1-8 |1.50-1.65| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 44-65 | 1-10|1.55-1.70| 2.00-6.00 |0.09-0.12| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 65-72 | 0-5 |1.60-1.70| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

512C: | | | | | | | | | | | |

 Drammen---------------| 0-9 | 1-8 |1.45-1.65| 6.00-20 |0.10-0.12| 0.0-2.9 | 0.5-2.0 | .10 | .10 | 5 | 2 | 134

 | 9-44 | 1-8 |1.50-1.65| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 44-65 | 1-10|1.55-1.70| 2.00-6.00 |0.09-0.12| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 65-72 | 0-5 |1.60-1.70| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

512D: | | | | | | | | | | | |

 Drammen---------------| 0-9 | 1-8 |1.45-1.65| 6.00-20 |0.10-0.12| 0.0-2.9 | 0.5-2.0 | .10 | .10 | 5 | 2 | 134

 | 9-44 | 1-8 |1.50-1.65| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 44-65 | 1-10|1.55-1.70| 2.00-6.00 |0.09-0.12| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 65-72 | 0-5 |1.60-1.70| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

516A: | | | | | | | | | | | |

 Aldo------------------| 0-7 | 2-5 |1.50-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 0.5-2.0 | .02 | .02 | 5 | 1 | 220

 | 7-42 | 2-7 |1.55-1.70| 6.00-60 |0.03-0.11| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 42-80 | 0-4 |1.65-1.75| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |
Dunn County, Wisconsin 579

Table 25.--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 | | | | |

 | | | | | | | | | | | |

546A: | | | | | | | | | | | |

 Prissel---------------| 0-9 | 1-6 |1.50-1.65| 6.00-20 |0.10-0.12| 0.0-2.9 | 0.5-2.0 | .10 | .10 | 5 | 2 | 134

 | 9-48 | 1-6 |1.55-1.70| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 48-56 | 8-18|1.55-1.70| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 56-72 | 1-6 |1.60-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

546B: | | | | | | | | | | | |

 Prissel---------------| 0-9 | 1-6 |1.50-1.65| 6.00-20 |0.10-0.12| 0.0-2.9 | 0.5-2.0 | .10 | .10 | 5 | 2 | 134

 | 9-48 | 1-6 |1.55-1.70| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 48-56 | 8-18|1.55-1.70| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 56-72 | 1-6 |1.60-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

546C: | | | | | | | | | | | |

 Prissel---------------| 0-9 | 1-6 |1.50-1.65| 6.00-20 |0.10-0.12| 0.0-2.9 | 0.5-2.0 | .10 | .10 | 5 | 2 | 134

 | 9-48 | 1-6 |1.55-1.70| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 48-56 | 8-18|1.55-1.70| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 56-72 | 1-6 |1.60-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

546F: | | | | | | | | | | | |

 Prissel---------------| 0-1 | 0-0 |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 5 | 2 | 134

 | 1-4 | 1-6 |1.50-1.65| 6.00-20 |0.10-0.12| 0.0-2.9 | 2.0-5.0 | .10 | .10 | | |

 | 4-48 | 1-6 |1.55-1.70| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 48-56 | 8-18|1.55-1.70| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 56-72 | 1-6 |1.60-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

555A: | | | | | | | | | | | |

 Fordum, frequently | | | | | | | | | | | |

 flooded--------------| 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 | | |

 | | | | | | | | | | | |

561B: | | | | | | | | | | | |

 Tarr------------------| 0-9 | 3-5 |1.50-1.65| 6.00-20 |0.08-0.10| 0.0-2.9 | 0.5-2.0 | .02 | .02 | 5 | 1 | 220

 | 9-34 | 0-6 |1.55-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 34-62 | 0-2 |1.60-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

566A: | | | | | | | | | | | |

 Tint------------------| 0-9 | 4-8 |1.50-1.65| 6.00-20 |0.06-0.09| 0.0-2.9 | 0.5-2.0 | .02 | .02 | 5 | 1 | 220

 | 9-34 | 0-5 |1.55-1.70| 6.00-20 |0.05-0.08| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 34-60 | 0-5 |1.60-1.70| 6.00-20 |0.04-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

573B: | | | | | | | | | | | |

 Plainbo, sand sheet---| 0-8 | 1-6 |1.50-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 0.5-2.0 | .02 | .02 | 3 | 1 | 220

 | 8-32 | 1-10|1.55-1.70| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 32-37 | 1-8 |1.55-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 37-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

573C: | | | | | | | | | | | |

 Plainbo, sand sheet---| 0-8 | 1-6 |1.50-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 0.5-2.0 | .02 | .02 | 3 | 1 | 220

 | 8-32 | 1-10|1.55-1.70| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 32-37 | 1-8 |1.55-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 37-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

588A: | | | | | | | | | | | |

 Meehan, valley train--| 0-8 | 4-10|1.50-1.65| 6.00-20 |0.10-0.12| 0.0-2.9 | 1.0-3.0 | .10 | .10 | 5 | 2 | 134

 | 8-28 | 4-9 |1.55-1.70| 6.00-60 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 28-60 | 1-4 |1.60-1.70| 6.00-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |
580 Soil Survey of

Table 25.--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 | | | | |

 | | | | | | | | | | | |

589A: | | | | | | | | | | | |

 Newson, undrained-----| 0-3 | 2-10|1.35-1.65| 6.00-20 |0.23-0.29| 0.0-2.9 | 10-20 | .05 | .05 | 5 | 2 | 134

 | 3-8 | 2-10|1.50-1.65| 6.00-20 |0.10-0.12| 0.0-2.9 | 2.0-8.0 | --- | --- | | |

 | 8-22 | 2-9 |1.55-1.70| 6.00-60 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 22-60 | 2-9 |1.60-1.70| 6.00-60 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

601C: | | | | | | | | | | | |

 Beavercreek-----------| 0-5 | 5-18|1.35-1.55| 2.00-6.00 |0.12-0.18| 0.0-2.9 | 1.0-2.0 | .24 | .28 | 5 | 4 | 86

 | 5-12 | 5-18|1.45-1.65| 2.00-6.00 |0.10-0.18| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 12-60 | 5-18|1.45-1.65| 2.00-6.00 |0.04-0.15| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

616B: | | | | | | | | | | | |

 Chaseburg-------------| 0-9 | 10-18|1.20-1.55| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 5 | 5 | 56

 | 9-60 | 10-18|1.20-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-2.0 | --- | --- | | |

 | | | | | | | | | | | |

619A: | | | | | | | | | | | |

 Vancecreek, undrained | 0-16 | 15-25|1.25-1.35| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 4.0-10 | .32 | .32 | 5 | 6 | 48

 | 16-49 | 18-27|1.30-1.45| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.5-2.0 | --- | --- | | |

 | 49-60 | 8-27|1.55-1.65| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | | | | | | | | | | | |

626A: | | | | | | | | | | | |

 Arenzville------------| 0-10 | 8-18|1.20-1.55| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 5 | 5 | 56

 | 10-25 | 8-18|1.20-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 25-40 | 8-30|1.25-1.45| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 2.0-7.0 | --- | --- | | |

 | 40-60 | 8-18|1.20-1.40| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

628A: | | | | | | | | | | | |

 Orion-----------------| 0-8 | 8-18|1.20-1.55| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 5 | 5 | 56

 | 8-32 | 8-18|1.20-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 1.0-3.0 | --- | --- | | |

 | 32-40 | 8-30|1.25-1.45| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 3.0-8.0 | --- | --- | | |

 | 40-60 | 8-18|1.20-1.40| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

629A: | | | | | | | | | | | |

 Ettrick, undrained----| 0-16 | 15-27|1.25-1.35| 0.60-2.00 |0.22-0.29| 0.0-2.9 | 4.0-12 | .32 | .32 | 5 | 6 | 48

 | 16-35 | 20-35|1.30-1.45| 0.20-0.60 |0.18-0.29| 3.0-5.9 | 0.5-2.0 | --- | --- | | |

 | 35-60 | 8-27|1.30-1.50| 0.60-6.00 |0.20-0.25| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | | | | | | | | | | | |

636A: | | | | | | | | | | | |

 Quarderer-------------| 0-13 | 10-17|1.20-1.55| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 3.0-8.0 | .32 | .32 | 5 | 5 | 56

 | 13-22 | 10-17|1.20-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 1.0-3.0 | --- | --- | | |

 | 22-29 | 10-17|1.25-1.45| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 3.0-5.0 | --- | --- | | |

 | 29-55 | 10-20|1.30-1.45| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 55-72 | 10-15|1.30-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

646A: | | | | | | | | | | | |

 Dunnbot---------------| 0-9 | 8-18|1.35-1.65| 0.60-6.00 |0.16-0.18| 0.0-2.9 | 1.0-4.0 | .24 | .24 | 4 | 3 | 86

 | 9-36 | 8-18|1.45-1.65| 0.60-6.00 |0.13-0.22| 0.0-2.9 | 1.0-4.0 | --- | --- | | |

 | 36-45 | 8-18|1.55-1.70| 0.60-6.00 |0.12-0.20| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 45-72 | 0-10|1.60-1.70| 2.00-60 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

656A: | | | | | | | | | | | |

 Scotah----------------| 0-4 | 2-15|1.50-1.65| 2.00-20 |0.10-0.12| 0.0-2.9 | 0.5-3.0 | .10 | .10 | 5 | 2 | 134

 | 4-22 | 1-10|1.55-1.70| 2.00-20 |0.06-0.11| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 22-60 | 1-8 |1.55-1.70| 2.00-60 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

766A: | | | | | | | | | | | |

 Moppet, occasionally | | | | | | | | | | | |

 flooded--------------| 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 | | |

 | | | | | | | | | | | |
Dunn County, Wisconsin 581

Table 25.--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 | | | | |

 | | | | | | | | | | | |

804B2: | | | | | | | | | | | |

 Arland, dissected-----| 0-8 | 5-18|1.35-1.55| 0.60-6.00 |0.16-0.18| 0.0-2.9 | 1.0-2.0 | .32 | .32 | 3 | 3 | 86

 | 8-10 | 5-11|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 10-15 | 8-15|1.45-1.65| 0.60-6.00 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 15-23 | 10-18|1.45-1.65| 0.60-6.00 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 23-36 | 10-20|1.45-1.65| 0.60-2.00 |0.11-0.18| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 36-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

804C2: | | | | | | | | | | | |

 Arland, dissected-----| 0-8 | 5-18|1.35-1.55| 0.60-6.00 |0.16-0.18| 0.0-2.9 | 1.0-2.0 | .32 | .32 | 3 | 3 | 86

 | 8-10 | 5-11|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 10-15 | 8-15|1.45-1.65| 0.60-6.00 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 15-23 | 10-18|1.45-1.65| 0.60-6.00 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 23-36 | 10-20|1.45-1.65| 0.60-2.00 |0.11-0.18| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 36-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

804D: | | | | | | | | | | | |

 Arland, dissected-----| 0-1 | 0-0 |0.15-0.30| 6.00-20 |0.45-0.55| --- | 65-85 | .02 | .02 | 3 | 3 | 86

 | 1-4 | 5-18|1.35-1.55| 0.60-6.00 |0.16-0.18| 0.0-2.9 | 3.0-7.0 | .32 | .32 | | |

 | 4-10 | 5-11|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 10-15 | 8-15|1.45-1.65| 0.60-6.00 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 15-23 | 10-18|1.45-1.65| 0.60-6.00 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 23-36 | 10-20|1.45-1.65| 0.60-2.00 |0.11-0.18| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 36-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

814D2: | | | | | | | | | | | |

 Renova, dissected-----| 0-8 | 10-20|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .49 | .49 | 5 | 5 | 56

 | 8-10 | 10-20|1.35-1.45| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 10-19 | 24-33|1.40-1.55| 0.20-2.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 19-52 | 18-32|1.55-1.70| 0.20-0.60 |0.13-0.19| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 52-60 | 18-32|1.60-1.80| 0.20-0.60 |0.13-0.19| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

816B2: | | | | | | | | | | | |

 Vlasaty, dissected----| 0-7 | 10-20|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-3.0 | .49 | .49 | 5 | 5 | 56

 | 7-9 | 10-20|1.30-1.50| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 9-16 | 24-33|1.40-1.55| 0.20-2.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 16-42 | 18-32|1.60-1.80| 0.20-0.60 |0.13-0.19| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 42-60 | 18-32|1.60-1.80| 0.20-0.60 |0.13-0.19| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

816C2: | | | | | | | | | | | |

 Vlasaty, dissected----| 0-7 | 10-20|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 1.0-3.0 | .49 | .49 | 5 | 5 | 56

 | 7-9 | 10-20|1.30-1.50| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 9-16 | 24-33|1.40-1.55| 0.20-2.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 16-42 | 18-32|1.60-1.80| 0.20-0.60 |0.13-0.19| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 42-60 | 18-32|1.60-1.80| 0.20-0.60 |0.13-0.19| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

826B2: | | | | | | | | | | | |

 Hersey----------------| 0-8 | 10-20|1.35-1.45| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 2.0-3.0 | .43 | .43 | 5 | 5 | 56

 | 8-58 | 18-27|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-1.0 | --- | --- | | |

 | 58-115| 18-32|1.60-1.80| 0.20-2.00 |0.13-0.19| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

826C2: | | | | | | | | | | | |

 Hersey----------------| 0-8 | 10-20|1.35-1.45| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 2.0-3.0 | .43 | .43 | 5 | 5 | 56

 | 8-58 | 18-27|1.40-1.55| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-1.0 | --- | --- | | |

 | 58-115| 18-32|1.60-1.80| 0.20-2.00 |0.13-0.19| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

828B: | | | | | | | | | | | |

 Vasa------------------| 0-9 | 12-22|1.35-1.45| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 2.0-4.0 | .37 | .37 | 5 | 5 | 56

 | 9-13 | 18-30|1.40-1.50| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 13-60 | 18-30|1.40-1.55| 0.60-2.00 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 60-70 | 18-32|1.60-1.80| 0.20-0.60 |0.13-0.19| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |
582 Soil Survey of

Table 25.--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 | | | | |

 | | | | | | | | | | | |

836B2: | | | | | | | | | | | |

 Spencer, dissected----| 0-9 | 9-17|1.30-1.50| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 1.0-3.0 | .49 | .49 | 5 | 5 | 56

 | 9-22 | 9-17|1.40-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 22-42 | 18-25|1.50-1.65| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 42-48 | 10-20|1.65-1.90| 0.06-0.60 |0.07-0.17| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 48-72 | 8-15|1.70-1.95| 0.06-0.60 |0.05-0.17| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

836C2: | | | | | | | | | | | |

 Spencer, dissected----| 0-9 | 9-17|1.30-1.50| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 1.0-3.0 | .49 | .49 | 5 | 5 | 56

 | 9-22 | 9-17|1.40-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 22-42 | 18-25|1.50-1.65| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 42-48 | 10-20|1.65-1.90| 0.06-0.60 |0.07-0.17| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 48-72 | 8-15|1.70-1.95| 0.06-0.60 |0.05-0.17| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

838B: | | | | | | | | | | | |

 Almena, dissected-----| 0-9 | 14-23|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 2.0-4.0 | .37 | .37 | 5 | 5 | 56

 | 9-13 | 10-23|1.40-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 13-21 | 15-25|1.50-1.65| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-1.0 | --- | --- | | |

 | 21-42 | 18-27|1.50-1.65| 0.60-2.00 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 42-60 | 8-15|1.70-1.95| 0.06-0.60 |0.07-0.17| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

870B2: | | | | | | | | | | | |

 Santiago, dissected---| 0-10 | 10-20|1.30-1.50| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 1.0-3.0 | .43 | .43 | 5 | 5 | 56

 | 10-15 | 8-14|1.40-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 15-23 | 10-24|1.50-1.65| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 23-87 | 10-20|1.65-1.90| 0.06-0.60 |0.07-0.17| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 87-102| 8-15|1.80-2.00| 0.00-0.06 |0.02-0.04| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

870C2: | | | | | | | | | | | |

 Santiago, dissected---| 0-10 | 10-20|1.30-1.50| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 1.0-3.0 | .43 | .43 | 5 | 5 | 56

 | 10-15 | 8-14|1.40-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 15-23 | 10-24|1.50-1.65| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 23-87 | 10-20|1.65-1.90| 0.06-0.60 |0.07-0.17| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 87-102| 8-15|1.80-2.00| 0.00-0.06 |0.02-0.04| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

875B: | | | | | | | | | | | |

 Amery, dissected------| 0-9 | 5-12|1.45-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 2.0-3.0 | .24 | .24 | 5 | 3 | 86

 | 9-22 | 5-15|1.45-1.65| 0.60-6.00 |0.10-0.17| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 22-34 | 5-15|1.45-1.65| 0.20-2.00 |0.08-0.15| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 34-41 | 6-15|1.65-1.75| 0.06-0.60 |0.07-0.17| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 41-71 | 10-20|1.65-1.90| 0.06-0.60 |0.07-0.17| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 71-80 | 8-15|1.80-2.00| 0.00-0.06 |0.02-0.04| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

875C2: | | | | | | | | | | | |

 Amery, dissected------| 0-9 | 5-12|1.45-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 2.0-3.0 | .24 | .24 | 5 | 3 | 86

 | 9-22 | 5-15|1.45-1.65| 0.60-6.00 |0.10-0.17| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 22-34 | 5-15|1.45-1.65| 0.20-2.00 |0.08-0.15| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 34-41 | 6-15|1.65-1.75| 0.06-0.60 |0.07-0.17| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 41-71 | 10-20|1.65-1.90| 0.06-0.60 |0.07-0.17| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 71-80 | 8-15|1.80-2.00| 0.00-0.06 |0.02-0.04| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

875D: | | | | | | | | | | | |

 Amery, dissected------| 0-3 | 5-12|1.45-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 2.0-3.0 | .24 | .24 | 5 | 3 | 86

 | 3-22 | 5-15|1.45-1.65| 0.60-6.00 |0.10-0.17| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 22-34 | 5-15|1.45-1.65| 0.20-2.00 |0.08-0.15| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 34-41 | 6-15|1.65-1.75| 0.06-0.60 |0.07-0.17| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 41-71 | 10-20|1.65-1.90| 0.06-0.60 |0.07-0.17| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 71-80 | 8-15|1.80-2.00| 0.00-0.06 |0.02-0.04| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |
Dunn County, Wisconsin 583

Table 25.--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 | | | | |

 | | | | | | | | | | | |

1125F: | | | | | | | | | | | |

 Dorerton--------------| 0-3 | 10-18|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 3.0-7.0 | .32 | .32 | 3 | 5 | 56

 | 3-15 | 5-15|1.35-1.55| 0.60-6.00 |0.12-0.22| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 15-18 | 18-35|1.40-1.55| 0.20-2.00 |0.15-0.22| 3.0-5.9 | 0.5-1.0 | --- | --- | | |

 | 18-30 | 20-35|1.25-1.55| 0.20-2.00 |0.02-0.12| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 30-60 | 2-25|1.60-1.70| 0.60-20 |0.01-0.09| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

 Elbaville-------------| 0-1 | 0-0 |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 4 | 5 | 56

 | 1-5 | 10-27|1.30-1.50| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 3.0-7.0 | .37 | .37 | | |

 | 5-11 | 10-20|1.40-1.60| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 11-21 | 18-35|1.50-1.65| 0.20-2.00 |0.17-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 21-26 | 35-50|1.25-1.35| 0.06-0.20 |0.10-0.20| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 26-37 | 20-50|1.35-1.50| 0.60-2.00 |0.02-0.13| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 37-60 | 5-18|1.40-1.65| 0.60-20 |0.01-0.09| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

1145F: | | | | | | | | | | | |

 Gaphill---------------| 0-2 | 0-0 |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 4 | 3 | 86

 | 2-5 | 8-15|1.45-1.55| 0.60-6.00 |0.10-0.15| 0.0-2.9 | 4.0-8.0 | .24 | .24 | | |

 | 5-11 | 5-12|1.45-1.65| 0.60-6.00 |0.09-0.19| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 11-32 | 8-17|1.45-1.65| 0.60-6.00 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 32-50 | 2-8 |1.60-1.70| 6.00-20 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 50-56 | 1-6 |1.60-1.70| 6.00-20 |0.03-0.06| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 56-80 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

 Rockbluff-------------| 0-2 | 0-0 |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 4 | 2 | 134

 | 2-4 | 2-6 |1.50-1.65| 6.00-20 |0.10-0.12| 0.0-2.9 | 4.0-8.0 | .10 | .10 | | |

 | 4-9 | 1-5 |1.55-1.70| 6.00-20 |0.07-0.12| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 9-35 | 1-5 |1.55-1.70| 6.00-20 |0.02-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 35-52 | 0-3 |1.60-1.70| 6.00-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 52-80 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

1224F: | | | | | | | | | | | |

 Boone-----------------| 0-1 | 0-0 |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 3 | 1 | 220

 | 1-3 | 2-3 |1.55-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 3.0-7.0 | .02 | .02 | | |

 | 3-21 | 0-3 |1.55-1.70| 6.00-20 |0.05-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 21-35 | 0-3 |1.60-1.70| 6.00-20 |0.04-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 35-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

 Elevasil--------------| 0-1 | 0-0 |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 3 | 3 | 86

 | 1-3 | 8-13|1.45-1.55| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 3.0-7.0 | .24 | .24 | | |

 | 3-27 | 10-17|1.45-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 27-31 | 2-10|1.55-1.70| 2.00-20 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 31-39 | 1-8 |1.60-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 39-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

1233F: | | | | | | | | | | | |

 Boone-----------------| 0-1 | 0-0 |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 3 | 1 | 220

 | 1-3 | 2-3 |1.50-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 3.0-7.0 | .02 | .02 | | |

 | 3-21 | 0-3 |1.55-1.70| 6.00-20 |0.05-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 21-35 | 0-3 |1.60-1.70| 6.00-20 |0.04-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 35-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

 Tarr------------------| 0-2 | 0-0 |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 5 | 1 | 220

 | 2-6 | 3-5 |1.50-1.65| 6.00-20 |0.08-0.10| 0.0-2.9 | 2.0-5.0 | .02 | .02 | | |

 | 6-34 | 0-6 |1.55-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 34-62 | 0-2 |1.60-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

1275F: | | | | | | | | | | | |

 Hayriver--------------| 0-1 | 0-0 |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 3 | 3 | 86

 | 1-4 | 7-15|1.35-1.55| 0.60-6.00 |0.16-0.18| 0.0-2.9 | 3.0-7.0 | .32 | .32 | | |

 | 4-13 | 5-12|1.40-1.65| 0.60-6.00 |0.12-0.19| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 13-30 | 6-17|1.45-1.65| 0.60-6.00 |0.08-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 30-60 | --- | --- | 0.06-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |
584 Soil Survey of

Table 25.--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 | | | | |

 | | | | | | | | | | | |

1275F: | | | | | | | | | | | |

 Twinmound-------------| 0-1 | 0-0 |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 3 | 1 | 250

 | 1-3 | 2-4 |1.50-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 3.0-7.0 | .05 | .05 | | |

 | 3-17 | 0-3 |1.55-1.70| 6.00-20 |0.04-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 17-26 | 0-3 |1.55-1.70| 6.00-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 26-60 | --- | --- | 0.20-2.00 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

1648A: | | | | | | | | | | | |

 Northbend-------------| 0-7 | 10-14|1.30-1.50| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 4.0-12 | .37 | .37 | 4 | 5 | 56

 | 7-34 | 5-17|1.40-1.55| 0.60-2.00 |0.15-0.22| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 34-36 | 4-8 |1.55-1.70| 6.00-20 |0.08-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 36-60 | 2-5 |1.60-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

 Ettrick, flood plain, | | | | | | | | | | | |

 undrained------------| 0-16 | 15-27|1.30-1.50| 0.60-2.00 |0.22-0.29| 0.0-2.9 | 4.0-12 | .32 | .32 | 5 | 6 | 48

 | 16-35 | 20-35|1.40-1.55| 0.20-0.60 |0.18-0.29| 3.0-5.9 | 0.5-2.0 | --- | --- | | |

 | 35-60 | 8-27|1.55-1.70| 0.60-6.00 |0.20-0.25| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | | | | | | | | | | | |

1658A: | | | | | | | | | | | |

 Algansee--------------| 0-4 | 5-15|1.35-1.55| 2.00-6.00 |0.16-0.18| 0.0-2.9 | 3.0-7.0 | .24 | .24 | 5 | 3 | 86

 | 4-31 | 0-15|1.55-1.70| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 31-60 | 0-10|1.65-1.75| 6.00-60 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

 Kalmarville, undrained| 0-6 | 10-23|1.30-1.55| 0.60-2.00 |0.22-0.24| 0.0-2.9 | 3.0-7.0 | .32 | .32 | 4 | 5 | 56

 | 6-37 | 5-20|1.30-1.55| 0.60-6.00 |0.13-0.22| 0.0-2.9 | 1.0-5.0 | --- | --- | | |

 | 37-42 | 5-20|1.55-1.70| 0.60-6.00 |0.13-0.18| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 42-60 | 2-5 |1.65-1.75| 6.00-60 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

2002. | | | | | | | | | | | |

 Udorthents, earthen | | | | | | | | | | | |

 dams | | | | | | | | | | | |

 | | | | | | | | | | | |

2003A. | | | | | | | | | | | |

 Riverwash | | | | | | | | | | | |

 | | | | | | | | | | | |

2013. | | | | | | | | | | | |

 Pits, gravel | | | | | | | | | | | |

 | | | | | | | | | | | |

2014. | | | | | | | | | | | |

 Pits, quarry, hard | | | | | | | | | | | |

 bedrock | | | | | | | | | | | |

 | | | | | | | | | | | |

2016. | | | | | | | | | | | |

 Pits, quarry, soft | | | | | | | | | | | |

 bedrock | | | | | | | | | | | |

 | | | | | | | | | | | |

2030: | | | | | | | | | | | |

 Udorthents, cut or | | | | | | | | | | | |

 fill. | | | | | | | | | | | |

 | | | | | | | | | | | |

 Udipsamments, cut or | | | | | | | | | | | |

 fill. | | | | | | | | | | | |

 | | | | | | | | | | | |

2050. | | | | | | | | | | | |

 Landfill | | | | | | | | | | | |

 | | | | | | | | | | | |

M-W. | | | | | | | | | | | |

 Miscellaneous water | | | | | | | | | | | |

 | | | | | | | | | | | |

W. | | | | | | | | | | | |

 Water | | | | | | | | | | | |

 | | | | | | | | | | | | ________________________________________________________________________________________________________________________
Dunn County, Wisconsin 585

Table 26.--Chemical Properties of the Soils

(See text for definitions of terms used in this table. 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

 | | | | |

11A: | | | | |

 Markey, flood plain, | | | | |

 undrained-----------| 0-27 | 110-230 | --- | 5.1-7.3 | 0

 | 27-60 | 1.0-7.0 | --- | 4.5-7.3 | 0

 | | | | |

20A: | | | | |

 Palms, undrained-----| 0-40 | 110-230 | --- | 5.1-7.3 | 0

 | 40-60 | 10-50 | --- | 6.1-8.4 | 0-20

 | | | | |

 Houghton, undrained--| 0-22 | 110-230 | --- | 5.1-7.3 | 0

 | 22-28 | 110-230 | --- | 5.1-7.3 | 0

 | 28-60 | 110-230 | --- | 5.1-7.3 | 0

 | | | | |

40A: | | | | |

 Markey, undrained----| 0-27 | 110-230 | --- | 5.1-7.3 | 0

 | 27-60 | 1.0-7.0 | --- | 4.5-7.3 | 0

 | | | | |

 Seelyeville, | | | | |

 undrained-----------| 0-12 | 110-230 | --- | 5.1-7.3 | 0

 | 12-72 | 110-230 | --- | 4.5-7.3 | 0

 | | | | |

45A: | | | | |

 Seelyeville, | | | | |

 undrained-----------| 0-12 | 110-230 | --- | 5.1-7.3 | 0

 | 12-72 | 110-230 | --- | 4.5-7.3 | 0

 | | | | |

 Cathro, undrained----| 0-16 | 110-230 | --- | 4.5-7.8 | 0

 | 16-30 | 110-230 | --- | 4.5-7.8 | 0

 | 30-60 | 8.0-50 | --- | 5.6-8.4 | 0

 | | | | |

101B: | | | | |

 Menahga, valley train| 0-9 | 1.0-8.0 | --- | 5.1-7.3 | 0

 | 9-33 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | 33-80 | 0.0-1.0 | --- | 5.1-6.5 | 0

 | | | | |

101C: | | | | |

 Menahga, valley train| 0-9 | 1.0-8.0 | --- | 5.1-7.3 | 0

 | 9-33 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | 33-80 | 0.0-1.0 | --- | 5.1-6.5 | 0

 | | | | |

101E: | | | | |

 Menahga, valley train| 0-1 | --- | 80-120 | 3.5-6.0 | ---

 | 1-5 | 5.0-15 | --- | 5.1-6.5 | 0

 | 5-33 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | 33-80 | 0.0-1.0 | --- | 5.1-6.5 | 0

 | | | | |

115B2: | | | | |

 Seaton---------------| 0-8 | 10-18 | --- | 5.6-7.3 | 0

 | 8-13 | 9.0-17 | --- | 5.6-7.3 | 0

 | 13-55 | 10-25 | --- | 5.1-7.3 | 0

 | 55-80 | 10-15 | --- | 5.1-8.4 | 0-15

 | | | | |

115C2: | | | | |

 Seaton---------------| 0-8 | 10-18 | --- | 5.6-7.3 | 0

 | 8-13 | 9.0-17 | --- | 5.6-7.3 | 0

 | 13-55 | 10-25 | --- | 5.1-7.3 | 0

 | 55-80 | 10-15 | --- | 5.1-8.4 | 0-15

 | | | | |
586 Soil Survey of

Table 26.--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

 | | | | |

115D2: | | | | |

 Seaton---------------| 0-8 | 10-18 | --- | 5.6-7.3 | 0

 | 8-13 | 9.0-17 | --- | 5.6-7.3 | 0

 | 13-55 | 10-25 | --- | 5.1-7.3 | 0

 | 55-80 | 10-15 | --- | 5.1-8.4 | 0-15

 | | | | |

115E2: | | | | |

 Seaton---------------| 0-8 | 10-18 | --- | 5.6-7.3 | 0

 | 8-13 | 9.0-17 | --- | 5.6-7.3 | 0

 | 13-55 | 10-25 | --- | 5.1-7.3 | 0

 | 55-80 | 10-15 | --- | 5.1-8.4 | 0-15

 | | | | |

116C2: | | | | |

 Churchtown-----------| 0-9 | 15-25 | --- | 5.1-7.3 | 0

 | 9-26 | 15-25 | --- | 5.1-7.3 | 0

 | 26-63 | 15-25 | --- | 5.1-7.3 | 0

 | 63-80 | 10-15 | --- | 5.6-8.4 | 0-15

 | | | | |

116D2: | | | | |

 Churchtown-----------| 0-9 | 15-25 | --- | 5.1-7.3 | 0

 | 9-26 | 15-25 | --- | 5.1-7.3 | 0

 | 26-63 | 15-25 | --- | 5.1-7.3 | 0

 | 63-80 | 10-15 | --- | 5.6-8.4 | 0-15

 | | | | |

116E2: | | | | |

 Churchtown-----------| 0-9 | 15-25 | --- | 5.1-7.3 | 0

 | 9-26 | 15-25 | --- | 5.1-7.3 | 0

 | 26-63 | 15-25 | --- | 5.1-7.3 | 0

 | 63-80 | 10-15 | --- | 5.6-8.4 | 0-15

 | | | | |

125B2: | | | | |

 Pepin----------------| 0-9 | 7.0-14 | --- | 5.1-7.3 | 0

 | 9-48 | 9.0-22 | --- | 5.1-6.5 | 0

 | 48-58 | 22-48 | --- | 4.5-6.5 | 0

 | 58-66 | 6.0-14 | --- | 5.6-7.8 | 0-15

 | 66-80 | --- | --- | --- | ---

 | | | | |

125C2: | | | | |

 Pepin----------------| 0-9 | 7.0-14 | --- | 5.1-7.3 | 0

 | 9-48 | 9.0-22 | --- | 5.1-6.5 | 0

 | 48-58 | 22-48 | --- | 4.5-6.5 | 0

 | 58-66 | 6.0-14 | --- | 5.6-7.8 | 0-15

 | 66-80 | --- | --- | --- | ---

 | | | | |

125D2: | | | | |

 Pepin----------------| 0-9 | 7.0-14 | --- | 5.1-7.3 | 0

 | 9-48 | 9.0-22 | --- | 5.1-6.5 | 0

 | 48-58 | 22-48 | --- | 4.5-6.5 | 0

 | 58-66 | 6.0-14 | --- | 5.6-7.8 | 0-15

 | 66-80 | --- | --- | --- | ---

 | | | | |

125E2: | | | | |

 Pepin----------------| 0-9 | 7.0-14 | --- | 5.1-7.3 | 0

 | 9-48 | 9.0-22 | --- | 5.1-6.5 | 0

 | 48-58 | 22-48 | --- | 4.5-6.5 | 0

 | 58-66 | 6.0-14 | --- | 5.6-7.8 | 0-15

 | 66-80 | --- | --- | --- | ---

 | | | | |
Dunn County, Wisconsin 587

Table 26.--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

 | | | | |

135C2: | | | | |

 Wickware-------------| 0-10 | 9.0-19 | --- | 4.5-7.3 | 0

 | 10-17 | 12-20 | --- | 4.5-6.5 | 0

 | 17-36 | 13-20 | --- | 4.5-6.5 | 0

 | 36-71 | 7.0-19 | --- | 4.5-6.5 | 0

 | 71-80 | 3.0-9.0 | --- | 4.5-6.5 | 0

 | | | | |

135D2: | | | | |

 Wickware-------------| 0-10 | 9.0-19 | --- | 4.5-7.3 | 0

 | 10-17 | 12-20 | --- | 4.5-6.5 | 0

 | 17-36 | 13-20 | --- | 4.5-6.5 | 0

 | 36-71 | 7.0-19 | --- | 4.5-6.5 | 0

 | 71-80 | 3.0-9.0 | --- | 4.5-6.5 | 0

 | | | | |

135E2: | | | | |

 Wickware-------------| 0-10 | 9.0-19 | --- | 4.5-7.3 | 0

 | 10-17 | 12-20 | --- | 4.5-6.5 | 0

 | 17-36 | 13-20 | --- | 4.5-6.5 | 0

 | 36-71 | 7.0-19 | --- | 4.5-6.5 | 0

 | 71-80 | 3.0-9.0 | --- | 4.5-6.5 | 0

 | | | | |

136B: | | | | |

 Doritty--------------| 0-9 | 11-21 | --- | 4.5-7.3 | 0

 | 9-12 | 7.0-16 | --- | 4.5-7.3 | 0

 | 12-18 | 11-20 | --- | 4.5-6.5 | 0

 | 18-38 | 13-20 | --- | 4.5-6.5 | 0

 | 38-45 | 7.0-19 | --- | 4.5-6.5 | 0

 | 45-60 | 1.0-15 | --- | 4.5-6.5 | 0

 | | | | |

136C2: | | | | |

 Doritty--------------| 0-9 | 11-21 | --- | 4.5-7.3 | 0

 | 9-12 | 7.0-16 | --- | 4.5-7.3 | 0

 | 12-18 | 11-20 | --- | 4.5-6.5 | 0

 | 18-38 | 13-20 | --- | 4.5-6.5 | 0

 | 38-45 | 7.0-19 | --- | 4.5-6.5 | 0

 | 45-60 | 1.0-15 | --- | 4.5-6.5 | 0

 | | | | |

144B2: | | | | |

 NewGlarus------------| 0-9 | 10-19 | --- | 5.1-7.3 | 0

 | 9-13 | 7.0-16 | --- | 5.1-7.3 | 0

 | 13-23 | 13-26 | --- | 5.1-7.3 | 0

 | 23-35 | 25-48 | --- | 4.5-6.5 | 0

 | 35-45 | 8.0-20 | --- | 5.6-7.8 | 0-15

 | 45-60 | --- | --- | --- | ---

 | | | | |

144C2: | | | | |

 NewGlarus------------| 0-9 | 10-19 | --- | 5.1-7.3 | 0

 | 9-13 | 7.0-16 | --- | 5.1-7.3 | 0

 | 13-23 | 13-26 | --- | 5.1-7.3 | 0

 | 23-35 | 25-48 | --- | 4.5-6.5 | 0

 | 35-45 | 8.0-20 | --- | 5.6-7.8 | 0-15

 | 45-60 | --- | --- | --- | ---

 | | | | |

144D2: | | | | |

 NewGlarus------------| 0-9 | 10-19 | --- | 5.1-7.3 | 0

 | 9-13 | 7.0-16 | --- | 5.1-7.3 | 0

 | 13-23 | 13-26 | --- | 5.1-7.3 | 0

 | 23-35 | 25-48 | --- | 4.5-6.5 | 0

 | 35-45 | 8.0-20 | --- | 5.6-7.8 | 0-15

 | 45-60 | --- | --- | --- | ---

 | | | | |
588 Soil Survey of

Table 26.--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

 | | | | |

144E2: | | | | |

 NewGlarus------------| 0-9 | 10-19 | --- | 5.1-7.3 | 0

 | 9-13 | 7.0-16 | --- | 5.1-7.3 | 0

 | 13-23 | 13-26 | --- | 5.1-7.3 | 0

 | 23-35 | 25-48 | --- | 4.5-6.5 | 0

 | 35-45 | 8.0-20 | --- | 5.6-7.8 | 0-15

 | 45-60 | --- | --- | --- | ---

 | | | | |

161E: | | | | |

 Fivepoints-----------| 0-1 | --- | 80-120 | 3.5-6.0 | ---

 | 1-4 | 10-25 | --- | 5.1-7.3 | 0

 | 4-10 | 15-30 | --- | 5.1-7.3 | 0

 | 10-19 | 30-50 | --- | 4.5-6.5 | 0

 | 19-35 | 5.0-20 | --- | 6.5-7.8 | 0-10

 | 35-80 | --- | --- | --- | ---

 | | | | |

208A: | | | | |

 Siouxcreek-----------| 0-8 | 8.0-16 | --- | 4.5-7.3 | 0

 | 8-14 | --- | 3.0-10 | 4.5-6.0 | 0

 | 14-22 | --- | 7.0-14 | 4.5-6.0 | 0

 | 22-32 | --- | 3.0-10 | 4.5-6.0 | 0

 | 32-38 | --- | 1.0-5.0 | 4.5-6.0 | 0

 | 38-60 | --- | --- | --- | ---

 | | | | |

213B2: | | | | |

 Hixton---------------| 0-8 | 10-15 | --- | 5.1-7.3 | 0

 | 8-20 | 10-20 | --- | 5.1-6.5 | 0

 | 20-32 | 5.0-10 | --- | 5.1-6.5 | 0

 | 32-37 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | 37-60 | --- | --- | --- | ---

 | | | | |

213C2: | | | | |

 Hixton---------------| 0-8 | 10-15 | --- | 5.1-7.3 | 0

 | 8-20 | 10-20 | --- | 5.1-6.5 | 0

 | 20-32 | 5.0-10 | --- | 5.1-6.5 | 0

 | 32-37 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | 37-60 | --- | --- | --- | ---

 | | | | |

224B: | | | | |

 Elevasil-------------| 0-9 | 6.0-17 | --- | 4.5-7.3 | 0

 | 9-27 | 2.0-15 | --- | 4.5-6.5 | 0

 | 27-31 | 1.0-9.0 | --- | 4.5-6.5 | 0

 | 31-39 | 0.0-7.0 | --- | 4.5-6.5 | 0

 | 39-60 | --- | --- | --- | 0

 | | | | |

224C2: | | | | |

 Elevasil-------------| 0-9 | 6.0-17 | --- | 4.5-7.3 | 0

 | 9-27 | 2.0-15 | --- | 4.5-6.5 | 0

 | 27-31 | 1.0-9.0 | --- | 4.5-6.5 | 0

 | 31-39 | 0.0-7.0 | --- | 4.5-6.5 | 0

 | 39-60 | --- | --- | --- | 0

 | | | | |

224D2: | | | | |

 Elevasil-------------| 0-9 | 6.0-17 | --- | 4.5-7.3 | 0

 | 9-27 | 2.0-15 | --- | 4.5-6.5 | 0

 | 27-31 | 1.0-9.0 | --- | 4.5-6.5 | 0

 | 31-39 | 0.0-7.0 | --- | 4.5-6.5 | 0

 | 39-60 | --- | --- | --- | 0

 | | | | |
Dunn County, Wisconsin 589

Table 26.--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

 | | | | |

224E2: | | | | |

 Elevasil-------------| 0-9 | 6.0-17 | --- | 4.5-7.3 | 0

 | 9-27 | 2.0-15 | --- | 4.5-6.5 | 0

 | 27-31 | 1.0-9.0 | --- | 4.5-6.5 | 0

 | 31-39 | 0.0-7.0 | --- | 4.5-6.5 | 0

 | 39-60 | --- | --- | --- | 0

 | | | | |

233C: | | | | |

 Boone----------------| 0-8 | 2.0-6.0 | --- | 4.5-7.3 | 0

 | 8-21 | 0.0-3.0 | --- | 4.5-6.5 | 0

 | 21-35 | 0.0-3.0 | --- | 4.5-6.5 | 0

 | 35-60 | --- | --- | --- | 0

 | | | | |

243B2: | | | | |

 Hixton, thin solum---| 0-8 | 7.0-18 | --- | 5.6-7.3 | 0

 | 8-15 | 11-20 | --- | 4.5-6.5 | 0

 | 15-21 | --- | 4.0-15 | 4.5-6.0 | 0

 | 21-60 | --- | --- | --- | 0

 | | | | |

243C2: | | | | |

 Hixton, thin solum---| 0-8 | 7.0-18 | --- | 5.6-7.3 | 0

 | 8-15 | 11-20 | --- | 4.5-6.5 | 0

 | 15-21 | --- | 4.0-15 | 4.5-6.0 | 0

 | 21-60 | --- | --- | --- | 0

 | | | | |

244B: | | | | |

 Elkmound-------------| 0-8 | 6.0-11 | --- | 4.5-6.5 | 0

 | 8-12 | --- | 4.0-15 | 4.5-6.0 | 0

 | 12-60 | --- | --- | --- | 0

 | | | | |

244C2: | | | | |

 Elkmound-------------| 0-8 | 6.0-11 | --- | 4.5-6.5 | 0

 | 8-12 | --- | 4.0-15 | 4.5-6.0 | 0

 | 12-60 | --- | --- | --- | 0

 | | | | |

244D2: | | | | |

 Elkmound-------------| 0-8 | 6.0-11 | --- | 4.5-6.5 | 0

 | 8-12 | --- | 4.0-15 | 4.5-6.0 | 0

 | 12-60 | --- | --- | --- | 0

 | | | | |

254B2: | | | | |

 Norden---------------| 0-8 | 10-15 | --- | 5.1-7.3 | 0

 | 8-20 | 10-20 | --- | 5.1-7.3 | 0

 | 20-37 | --- | 2.0-15 | 4.5-6.0 | 0

 | 37-60 | --- | --- | --- | ---

 | | | | |

254C2: | | | | |

 Norden---------------| 0-8 | 10-15 | --- | 5.1-7.3 | 0

 | 8-20 | 10-20 | --- | 5.1-7.3 | 0

 | 20-37 | --- | 2.0-15 | 4.5-6.0 | 0

 | 37-60 | --- | --- | --- | ---

 | | | | |

254D2: | | | | |

 Norden---------------| 0-8 | 10-15 | --- | 5.1-7.3 | 0

 | 8-20 | 10-20 | --- | 5.1-7.3 | 0

 | 20-37 | --- | 2.0-15 | 4.5-6.0 | 0

 | 37-60 | --- | --- | --- | ---

 | | | | |
590 Soil Survey of

Table 26.--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

 | | | | |

254E2: | | | | |

 Norden---------------| 0-8 | 10-15 | --- | 5.1-7.3 | 0

 | 8-20 | 10-20 | --- | 5.1-7.3 | 0

 | 20-37 | --- | 2.0-15 | 4.5-6.0 | 0

 | 37-60 | --- | --- | --- | ---

 | | | | |

254F: | | | | |

 Norden---------------| 0-1 | --- | 80-120 | 3.5-6.0 | ---

 | 1-3 | 15-25 | --- | 5.1-6.5 | 0

 | 3-20 | 10-20 | --- | 5.1-7.3 | 0

 | 20-37 | --- | 2.0-15 | 4.5-6.0 | 0

 | 37-60 | --- | --- | --- | ---

 | | | | |

255B2: | | | | |

 Urne-----------------| 0-9 | 6.0-20 | --- | 5.1-7.3 | 0

 | 9-28 | 2.0-15 | --- | 5.1-7.3 | 0

 | 28-36 | --- | 2.0-15 | 4.5-6.0 | 0

 | 36-60 | --- | --- | --- | ---

 | | | | |

255C2: | | | | |

 Urne-----------------| 0-9 | 6.0-20 | --- | 5.1-7.3 | 0

 | 9-28 | 2.0-15 | --- | 5.1-7.3 | 0

 | 28-36 | --- | 2.0-15 | 4.5-6.0 | 0

 | 36-60 | --- | --- | --- | ---

 | | | | |

255D2: | | | | |

 Urne-----------------| 0-9 | 6.0-20 | --- | 5.1-7.3 | 0

 | 9-28 | 2.0-15 | --- | 5.1-7.3 | 0

 | 28-36 | --- | 2.0-15 | 4.5-6.0 | 0

 | 36-60 | --- | --- | --- | ---

 | | | | |

255E2: | | | | |

 Urne-----------------| 0-9 | 6.0-20 | --- | 5.1-7.3 | 0

 | 9-28 | 2.0-15 | --- | 5.1-7.3 | 0

 | 28-36 | --- | 2.0-15 | 4.5-6.0 | 0

 | 36-60 | --- | --- | --- | ---

 | | | | |

255F: | | | | |

 Urne-----------------| 0-2 | 6.0-20 | --- | 5.1-7.3 | 0

 | 2-28 | 2.0-15 | --- | 5.1-7.3 | 0

 | 28-36 | --- | 2.0-15 | 4.5-6.0 | 0

 | 36-60 | --- | --- | --- | ---

 | | | | |

265B: | | | | |

 Garne----------------| 0-18 | 3.0-10 | --- | 5.1-7.3 | 0

 | 18-23 | 3.0-8.0 | --- | 5.1-7.3 | 0

 | 23-27 | 1.0-6.0 | --- | 5.1-7.3 | 0

 | 27-34 | --- | 7.0-19 | 4.5-6.0 | 0

 | 34-60 | --- | --- | --- | 0

 | | | | |

265C: | | | | |

 Garne----------------| 0-18 | 3.0-10 | --- | 5.1-7.3 | 0

 | 18-23 | 3.0-8.0 | --- | 5.1-7.3 | 0

 | 23-27 | 1.0-6.0 | --- | 5.1-7.3 | 0

 | 27-34 | --- | 7.0-19 | 4.5-6.0 | 0

 | 34-60 | --- | --- | --- | 0

 | | | | |

266B: | | | | |

 Hiles----------------| 0-9 | 11-20 | --- | 4.5-7.3 | 0

 | 9-19 | --- | 15-21 | 4.5-6.0 | 0

 | 19-29 | --- | 13-26 | 3.5-5.5 | 0

 | 29-60 | --- | --- | --- | 0

 | | | | |
Dunn County, Wisconsin 591

Table 26.--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

 | | | | |

268A: | | | | |

 Kert-----------------| 0-9 | 11-22 | --- | 4.5-7.3 | 0

 | 9-22 | --- | 14-21 | 4.5-6.0 | 0

 | 22-34 | --- | 13-26 | 3.5-5.5 | 0

 | 34-60 | --- | --- | --- | 0

 | | | | |

269A: | | | | |

 Veedum, undrained----| 0-5 | 110-180 | --- | 5.1-7.3 | 0

 | 5-7 | --- | 15-34 | 3.5-6.0 | 0

 | 7-9 | --- | 13-20 | 3.5-6.0 | 0

 | 9-20 | --- | 14-20 | 3.5-6.0 | 0

 | 20-26 | --- | 13-26 | 3.5-6.0 | 0

 | 26-60 | --- | --- | --- | 0

 | | | | |

273B2: | | | | |

 Dobie----------------| 0-8 | 9.0-16 | --- | 5.1-7.3 | 0

 | 8-26 | 11-19 | --- | 5.1-6.5 | 0

 | 26-37 | --- | 4.0-13 | 4.5-6.0 | 0

 | 37-60 | --- | --- | --- | ---

 | | | | |

 Hixton, frigid-------| 0-8 | 10-15 | --- | 5.1-7.3 | 0

 | 8-13 | 11-19 | --- | 5.1-6.5 | 0

 | 13-20 | 10-20 | --- | 5.1-6.5 | 0

 | 20-32 | 7.0-13 | --- | 5.1-6.5 | 0

 | 32-37 | --- | 1.0-5.0 | 4.5-6.0 | 0

 | 37-60 | --- | --- | --- | 0

 | | | | |

273C2: | | | | |

 Dobie----------------| 0-8 | 9.0-16 | --- | 5.1-7.3 | 0

 | 8-26 | 11-19 | --- | 5.1-6.5 | 0

 | 26-37 | --- | 4.0-13 | 4.5-6.0 | 0

 | 37-60 | --- | --- | --- | ---

 | | | | |

 Hixton, frigid-------| 0-8 | 10-15 | --- | 5.1-7.3 | 0

 | 8-13 | 11-19 | --- | 5.1-6.5 | 0

 | 13-20 | 10-20 | --- | 5.1-6.5 | 0

 | 20-32 | 7.0-13 | --- | 5.1-6.5 | 0

 | 32-37 | --- | 1.0-5.0 | 4.5-6.0 | 0

 | 37-60 | --- | --- | --- | 0

 | | | | |

273D2: | | | | |

 Dobie----------------| 0-8 | 9.0-16 | --- | 5.1-7.3 | 0

 | 8-26 | 11-19 | --- | 5.1-6.5 | 0

 | 26-37 | --- | 4.0-13 | 4.5-6.0 | 0

 | 37-60 | --- | --- | --- | ---

 | | | | |

 Hixton, frigid-------| 0-8 | 10-15 | --- | 5.1-7.3 | 0

 | 8-13 | 11-19 | --- | 5.1-6.5 | 0

 | 13-20 | 10-20 | --- | 5.1-6.5 | 0

 | 20-32 | 7.0-13 | --- | 5.1-6.5 | 0

 | 32-37 | --- | 1.0-5.0 | 4.5-6.0 | 0

 | 37-60 | --- | --- | --- | 0

 | | | | |

273E2: | | | | |

 Dobie----------------| 0-8 | 9.0-16 | --- | 5.1-7.3 | 0

 | 8-26 | 11-19 | --- | 5.1-6.5 | 0

 | 26-37 | --- | 4.0-13 | 4.5-6.0 | 0

 | 37-60 | --- | --- | --- | ---

 | | | | |
592 Soil Survey of

Table 26.--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

 | | | | |

273E2: | | | | |

 Hixton, frigid-------| 0-8 | 10-15 | --- | 5.1-7.3 | 0

 | 8-13 | 11-19 | --- | 5.1-6.5 | 0

 | 13-20 | 10-20 | --- | 5.1-6.5 | 0

 | 20-32 | 7.0-13 | --- | 5.1-6.5 | 0

 | 32-37 | --- | 1.0-5.0 | 4.5-6.0 | 0

 | 37-60 | --- | --- | --- | 0

 | | | | |

275B2: | | | | |

 Hayriver-------------| 0-8 | 6.0-12 | --- | 4.5-7.3 | 0

 | 8-13 | 3.0-8.0 | --- | 4.5-7.3 | 0

 | 13-30 | --- | 3.0-10 | 4.5-6.0 | 0

 | 30-60 | --- | --- | --- | ---

 | | | | |

 Elevasil, frigid-----| 0-9 | 6.0-11 | --- | 4.5-7.3 | 0

 | 9-27 | 5.0-10 | --- | 4.5-6.5 | 0

 | 27-31 | --- | 1.0-6.0 | 4.5-6.0 | 0

 | 31-39 | --- | 1.0-5.0 | 4.5-6.0 | 0

 | 39-60 | --- | --- | --- | 0

 | | | | |

275C2: | | | | |

 Hayriver-------------| 0-8 | 6.0-12 | --- | 4.5-7.3 | 0

 | 8-13 | 3.0-8.0 | --- | 4.5-7.3 | 0

 | 13-30 | --- | 3.0-10 | 4.5-6.0 | 0

 | 30-60 | --- | --- | --- | ---

 | | | | |

 Elevasil, frigid-----| 0-9 | 6.0-11 | --- | 4.5-7.3 | 0

 | 9-27 | 5.0-10 | --- | 4.5-6.5 | 0

 | 27-31 | --- | 1.0-6.0 | 4.5-6.0 | 0

 | 31-39 | --- | 1.0-5.0 | 4.5-6.0 | 0

 | 39-60 | --- | --- | --- | 0

 | | | | |

275D2: | | | | |

 Hayriver-------------| 0-8 | 6.0-12 | --- | 4.5-7.3 | 0

 | 8-13 | 3.0-8.0 | --- | 4.5-7.3 | 0

 | 13-30 | --- | 3.0-10 | 4.5-6.0 | 0

 | 30-60 | --- | --- | --- | ---

 | | | | |

 Elevasil, frigid-----| 0-9 | 6.0-11 | --- | 4.5-7.3 | 0

 | 9-27 | 5.0-10 | --- | 4.5-6.5 | 0

 | 27-31 | --- | 1.0-6.0 | 4.5-6.0 | 0

 | 31-39 | --- | 1.0-5.0 | 4.5-6.0 | 0

 | 39-60 | --- | --- | --- | 0

 | | | | |

276B: | | | | |

 Humbird, loamy | | | | |

 subsoil-------------| 0-9 | 5.0-13 | --- | 4.5-7.3 | 0

 | 9-15 | --- | 4.0-10 | 4.5-6.0 | 0

 | 15-27 | --- | 9.0-19 | 3.5-5.5 | 0

 | 27-60 | --- | --- | --- | 0

 | | | | |

278A: | | | | |

 Merrillan, loamy | | | | |

 subsoil-------------| 0-9 | 5.0-13 | --- | 4.5-7.3 | 0

 | 9-29 | --- | 5.0-11 | 4.5-6.0 | 0

 | 29-34 | --- | 9.0-19 | 3.5-5.5 | 0

 | 34-60 | --- | --- | --- | 0

 | | | | |
Dunn County, Wisconsin 593

Table 26.--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

 | | | | |

282C: | | | | |

 Twinmound------------| 0-8 | 1.0-5.0 | --- | 3.6-7.3 | 0

 | 8-17 | 0.0-6.0 | --- | 3.6-7.3 | 0

 | 17-26 | 0.0-6.0 | --- | 3.6-7.3 | 0

 | 26-60 | --- | --- | --- | 0

 | | | | |

282F: | | | | |

 Twinmound------------| 0-1 | --- | 80-120 | 3.5-6.0 | ---

 | 1-3 | 1.0-5.0 | --- | 3.6-7.3 | 0

 | 3-17 | 0.0-6.0 | --- | 3.6-7.3 | 0

 | 17-26 | 0.0-6.0 | --- | 3.6-7.3 | 0

 | 26-60 | --- | --- | --- | 0

 | | | | |

313D2: | | | | |

 Plumcreek------------| 0-9 | 10-35 | --- | 5.1-7.3 | 0

 | 9-28 | 4.0-25 | --- | 5.1-7.3 | 0

 | 28-36 | 2.0-20 | --- | 5.1-7.3 | 0

 | 36-60 | 2.0-20 | --- | 5.1-8.4 | 0-20

 | | | | |

313F: | | | | |

 Plumcreek------------| 0-4 | 10-35 | --- | 5.1-7.3 | 0

 | 4-7 | 2.0-20 | --- | 5.1-7.3 | 0

 | 7-28 | 4.0-25 | --- | 5.1-7.3 | 0

 | 28-36 | 2.0-20 | --- | 5.1-7.3 | 0

 | 36-60 | 2.0-20 | --- | 5.1-8.4 | 0-20

 | | | | |

316B2: | | | | |

 Ella-----------------| 0-8 | 6.0-25 | --- | 5.1-7.3 | 0

 | 8-55 | 4.0-25 | --- | 5.1-7.3 | 0

 | 55-72 | 2.0-15 | --- | 5.1-7.3 | 0

 | 72-80 | 2.0-15 | --- | 5.1-8.4 | 0-15

 | | | | |

316C2: | | | | |

 Ella-----------------| 0-8 | 6.0-25 | --- | 5.1-7.3 | 0

 | 8-55 | 4.0-25 | --- | 5.1-7.3 | 0

 | 55-72 | 2.0-15 | --- | 5.1-7.3 | 0

 | 72-80 | 2.0-15 | --- | 5.1-8.4 | 0-15

 | | | | |

318A: | | | | |

 Bearpen--------------| 0-18 | 8.0-30 | --- | 5.1-7.3 | 0

 | 18-41 | 10-25 | --- | 5.1-7.3 | 0

 | 41-50 | 5.0-20 | --- | 5.1-7.3 | 0

 | 50-60 | 5.0-15 | --- | 5.1-8.4 | 0-15

 | | | | |

349A: | | | | |

 Rib, valley train, | | | | |

 undrained-----------| 0-8 | 8.0-35 | --- | 4.5-7.3 | 0

 | 8-32 | 4.0-25 | --- | 4.5-7.3 | 0

 | 32-36 | 1.0-20 | --- | 4.5-7.3 | 0

 | 36-60 | 0.0-6.0 | --- | 5.6-7.3 | 0

 | | | | |

378A: | | | | |

 Poskin, valley train | 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 | 0.0-3.0 | --- | 4.5-6.5 | 0

 | | | | |
594 Soil Survey of

Table 26.--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

 | | | | |

403A: | | | | |

 Dakota---------------| 0-10 | 10-25 | --- | 5.1-7.3 | 0

 | 10-13 | 10-25 | --- | 5.1-7.3 | 0

 | 13-35 | 10-25 | --- | 5.1-7.3 | 0

 | 35-38 | 1.0-10 | --- | 5.1-6.5 | 0

 | 38-60 | 0.0-4.0 | --- | 5.1-6.5 | 0

 | | | | |

413A: | | | | |

 Rasset---------------| 0-10 | 8.0-15 | --- | 5.1-7.3 | 0

 | 10-18 | 8.0-15 | --- | 5.1-7.3 | 0

 | 18-30 | 7.0-13 | --- | 5.1-7.3 | 0

 | 30-50 | 2.0-7.0 | --- | 5.1-6.5 | 0

 | 50-60 | 1.0-3.0 | --- | 5.1-6.5 | 0

 | | | | |

413B: | | | | |

 Rasset---------------| 0-10 | 8.0-15 | --- | 5.1-7.3 | 0

 | 10-18 | 8.0-15 | --- | 5.1-7.3 | 0

 | 18-30 | 7.0-13 | --- | 5.1-7.3 | 0

 | 30-50 | 2.0-7.0 | --- | 5.1-6.5 | 0

 | 50-60 | 1.0-3.0 | --- | 5.1-6.5 | 0

 | | | | |

416A: | | | | |

 Menomin--------------| 0-9 | 6.0-20 | --- | 5.1-7.3 | 0

 | 9-32 | 5.0-20 | --- | 5.1-7.3 | 0

 | 32-55 | 1.0-6.0 | --- | 5.1-6.5 | 0

 | 55-72 | 1.0-6.0 | --- | 5.1-6.5 | 0

 | | | | |

423A: | | | | |

 Meridian-------------| 0-9 | 6.0-20 | --- | 5.1-7.3 | 0

 | 9-28 | 5.0-20 | --- | 5.1-7.3 | 0

 | 28-32 | 5.0-20 | --- | 5.1-6.5 | 0

 | 32-41 | 1.0-6.0 | --- | 5.1-6.5 | 0

 | 41-72 | 1.0-6.0 | --- | 5.1-6.5 | 0

 | | | | |

423B2: | | | | |

 Meridian-------------| 0-9 | 6.0-20 | --- | 5.1-7.3 | 0

 | 9-28 | 5.0-20 | --- | 5.1-7.3 | 0

 | 28-32 | 5.0-20 | --- | 5.1-6.5 | 0

 | 32-41 | 1.0-6.0 | --- | 5.1-6.5 | 0

 | 41-72 | 1.0-6.0 | --- | 5.1-6.5 | 0

 | | | | |

423C2: | | | | |

 Meridian-------------| 0-9 | 6.0-20 | --- | 5.1-7.3 | 0

 | 9-28 | 5.0-20 | --- | 5.1-7.3 | 0

 | 28-32 | 5.0-20 | --- | 5.1-6.5 | 0

 | 32-41 | 1.0-6.0 | --- | 5.1-6.5 | 0

 | 41-72 | 1.0-6.0 | --- | 5.1-6.5 | 0

 | | | | |

428A: | | | | |

 Shiffer--------------| 0-7 | 6.0-25 | --- | 6.1-7.3 | 0

 | 7-24 | 4.0-25 | --- | 4.5-6.5 | 0

 | 24-32 | 1.0-15 | --- | 4.5-6.5 | 0

 | 32-60 | 0.0-7.0 | --- | 4.5-6.5 | 0

 | | | | |

429A: | | | | |

 Lows, undrained------| 0-6 | 10-25 | --- | 5.1-6.5 | 0

 | 6-13 | 5.0-12 | --- | 5.1-6.5 | 0

 | 13-28 | 9.0-15 | --- | 5.1-6.5 | 0

 | 28-60 | 1.0-6.0 | --- | 5.1-6.5 | 0

 | | | | |
Dunn County, Wisconsin 595

Table 26.--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

 | | | | |

432A: | | | | |

 Kevilar--------------| 0-9 | 5.0-20 | --- | 5.1-7.3 | 0

 | 9-29 | 2.0-15 | --- | 5.1-7.3 | 0

 | 29-50 | 0.0-7.0 | --- | 5.1-7.3 | 0

 | 50-80 | 2.0-15 | --- | 5.1-7.3 | 0

 | | | | |

432B: | | | | |

 Kevilar--------------| 0-9 | 5.0-20 | --- | 5.1-7.3 | 0

 | 9-29 | 2.0-15 | --- | 5.1-7.3 | 0

 | 29-50 | 0.0-7.0 | --- | 5.1-7.3 | 0

 | 50-80 | 2.0-15 | --- | 5.1-7.3 | 0

 | | | | |

432C2: | | | | |

 Kevilar--------------| 0-9 | 5.0-20 | --- | 5.1-7.3 | 0

 | 9-29 | 2.0-15 | --- | 5.1-7.3 | 0

 | 29-50 | 0.0-7.0 | --- | 5.1-7.3 | 0

 | 50-80 | 2.0-15 | --- | 5.1-7.3 | 0

 | | | | |

432D2: | | | | |

 Kevilar--------------| 0-9 | 5.0-20 | --- | 5.1-7.3 | 0

 | 9-29 | 2.0-15 | --- | 5.1-7.3 | 0

 | 29-50 | 0.0-7.0 | --- | 5.1-7.3 | 0

 | 50-80 | 2.0-15 | --- | 5.1-7.3 | 0

 | | | | |

433A: | | | | |

 Forkhorn-------------| 0-9 | 5.0-20 | --- | 5.1-7.3 | 0

 | 9-25 | 2.0-15 | --- | 5.1-7.3 | 0

 | 25-32 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | 32-72 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | | | | |

433B: | | | | |

 Forkhorn-------------| 0-9 | 5.0-20 | --- | 5.1-7.3 | 0

 | 9-25 | 2.0-15 | --- | 5.1-7.3 | 0

 | 25-32 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | 32-72 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | | | | |

433C2: | | | | |

 Forkhorn-------------| 0-9 | 5.0-20 | --- | 5.1-7.3 | 0

 | 9-25 | 2.0-15 | --- | 5.1-7.3 | 0

 | 25-32 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | 32-72 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | | | | |

433D2: | | | | |

 Forkhorn-------------| 0-9 | 5.0-20 | --- | 5.1-7.3 | 0

 | 9-25 | 2.0-15 | --- | 5.1-7.3 | 0

 | 25-32 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | 32-72 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | | | | |

434B: | | | | |

 Bilson---------------| 0-8 | 5.0-15 | --- | 5.1-7.3 | 0

 | 8-32 | 4.0-13 | --- | 5.1-6.5 | 0

 | 32-38 | 1.0-7.0 | --- | 4.5-6.5 | 0

 | 38-60 | 1.0-7.0 | --- | 4.5-6.5 | 0

 | | | | |

436A: | | | | |

 Rusktown-------------| 0-9 | 5.0-20 | --- | 5.1-7.3 | 0

 | 9-25 | 2.0-15 | --- | 5.1-7.3 | 0

 | 25-38 | 1.0-9.0 | --- | 5.1-6.5 | 0

 | 38-72 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | | | | |
596 Soil Survey of

Table 26.--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

 | | | | |

438A: | | | | |

 Hoopeston------------| 0-13 | 9.0-17 | --- | 5.1-6.5 | 0

 | 13-22 | 7.0-13 | --- | 5.1-7.8 | 0-5

 | 22-37 | 1.0-7.0 | --- | 5.1-7.8 | 0-20

 | 37-72 | 1.0-7.0 | --- | 5.1-7.8 | 0-20

 | | | | |

453A: | | | | |

 Burkhardt------------| 0-10 | 5.0-15 | --- | 5.1-6.5 | 0

 | 10-17 | 4.0-15 | --- | 5.1-6.5 | 0

 | 17-19 | 0.0-6.0 | --- | 5.6-6.5 | 0

 | 19-60 | 0.0-6.0 | --- | 5.6-6.5 | 0

 | | | | |

453B: | | | | |

 Burkhardt------------| 0-10 | 5.0-15 | --- | 5.1-6.5 | 0

 | 10-17 | 4.0-15 | --- | 5.1-6.5 | 0

 | 17-19 | 0.0-6.0 | --- | 5.6-6.5 | 0

 | 19-60 | 0.0-6.0 | --- | 5.6-6.5 | 0

 | | | | |

454B: | | | | |

 Chetek, kame terrace | 0-10 | 3.0-16 | --- | 5.1-7.3 | 0

 | 10-16 | 1.0-15 | --- | 5.1-7.3 | 0

 | 16-20 | 1.0-9.0 | --- | 5.1-7.3 | 0

 | 20-60 | 1.0-3.0 | --- | 5.1-7.3 | 0

 | | | | |

454C2: | | | | |

 Chetek, kame terrace | 0-10 | 3.0-16 | --- | 5.1-7.3 | 0

 | 10-16 | 1.0-15 | --- | 5.1-7.3 | 0

 | 16-20 | 1.0-9.0 | --- | 5.1-7.3 | 0

 | 20-60 | 1.0-3.0 | --- | 5.1-7.3 | 0

 | | | | |

454D2: | | | | |

 Chetek, kame terrace | 0-10 | 3.0-16 | --- | 5.1-7.3 | 0

 | 10-16 | 1.0-15 | --- | 5.1-7.3 | 0

 | 16-20 | 1.0-9.0 | --- | 5.1-7.3 | 0

 | 20-60 | 1.0-3.0 | --- | 5.1-7.3 | 0

 | | | | |

454E: | | | | |

 Chetek, kame terrace | 0-1 | --- | 80-120 | 3.5-6.0 | ---

 | 1-4 | 3.0-16 | --- | 5.1-7.3 | 0

 | 4-11 | 3.0-16 | --- | 5.1-7.3 | 0

 | 11-16 | 1.0-15 | --- | 5.1-7.3 | 0

 | 16-20 | 1.0-9.0 | --- | 5.1-7.3 | 0

 | 20-60 | 1.0-3.0 | --- | 5.1-7.3 | 0

 | | | | |

468A: | | | | |

 Oesterle, valley | | | | |

 train---------------| 0-8 | 6.0-20 | --- | 4.5-6.5 | 0

 | 8-11 | 3.0-15 | --- | 4.5-6.5 | 0

 | 11-25 | 1.0-10 | --- | 4.5-6.5 | 0

 | 25-31 | 0.0-6.0 | --- | 5.6-6.5 | 0

 | 31-60 | 0.0-6.0 | --- | 5.6-6.5 | 0

 | | | | |

501A: | | | | |

 Finchford------------| 0-15 | 5.0-10 | --- | 5.1-7.3 | 0

 | 15-19 | 5.0-10 | --- | 5.1-7.3 | 0

 | 19-26 | 1.0-7.0 | --- | 5.1-7.3 | 0

 | 26-80 | 1.0-5.0 | --- | 5.1-7.3 | 0

 | | | | |
Dunn County, Wisconsin 597

Table 26.--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

 | | | | |

501B: | | | | |

 Finchford------------| 0-15 | 5.0-10 | --- | 5.1-7.3 | 0

 | 15-19 | 5.0-10 | --- | 5.1-7.3 | 0

 | 19-26 | 1.0-7.0 | --- | 5.1-7.3 | 0

 | 26-80 | 1.0-5.0 | --- | 5.1-7.3 | 0

 | | | | |

502B2: | | | | |

 Chelsea--------------| 0-9 | 3.0-10 | --- | 5.1-7.3 | 0

 | 9-30 | 3.0-10 | --- | 5.1-6.5 | 0

 | 30-80 | 3.0-10 | --- | 5.1-6.5 | 0

 | | | | |

502C2: | | | | |

 Chelsea--------------| 0-9 | 3.0-10 | --- | 5.1-7.3 | 0

 | 9-30 | 3.0-10 | --- | 5.1-6.5 | 0

 | 30-80 | 3.0-10 | --- | 5.1-6.5 | 0

 | | | | |

506A: | | | | |

 Komro----------------| 0-14 | 3.0-10 | --- | 5.1-7.3 | 0

 | 14-18 | 1.0-10 | --- | 5.1-7.3 | 0

 | 18-38 | 0.0-7.0 | --- | 5.1-7.3 | 0

 | 38-72 | 0.0-5.0 | --- | 5.1-6.5 | 0

 | | | | |

508A: | | | | |

 Farrington-----------| 0-14 | 3.0-10 | --- | 5.1-7.3 | 0

 | 14-18 | 1.0-10 | --- | 5.1-7.3 | 0

 | 18-41 | 1.0-7.0 | --- | 5.1-7.3 | 0

 | 41-72 | 1.0-5.0 | --- | 5.1-6.5 | 0

 | | | | |

510B: | | | | |

 Boplain--------------| 0-9 | 3.0-15 | --- | 5.1-7.3 | 0

 | 9-32 | 0.0-10 | --- | 5.1-7.3 | 0

 | 32-37 | 0.0-7.0 | --- | 4.5-6.5 | 0

 | 37-60 | --- | --- | --- | 0

 | | | | |

510C: | | | | |

 Boplain--------------| 0-9 | 3.0-15 | --- | 5.1-7.3 | 0

 | 9-32 | 0.0-10 | --- | 5.1-7.3 | 0

 | 32-37 | 0.0-7.0 | --- | 4.5-6.5 | 0

 | 37-60 | --- | --- | --- | 0

 | | | | |

511A: | | | | |

 Plainfield-----------| 0-9 | 1.0-8.0 | --- | 5.1-7.3 | 0

 | 9-32 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | 32-80 | 0.0-1.0 | --- | 5.1-6.5 | 0

 | | | | |

511B: | | | | |

 Plainfield-----------| 0-9 | 1.0-8.0 | --- | 5.1-7.3 | 0

 | 9-32 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | 32-80 | 0.0-1.0 | --- | 5.1-6.5 | 0

 | | | | |

511C: | | | | |

 Plainfield-----------| 0-9 | 1.0-8.0 | --- | 5.1-7.3 | 0

 | 9-32 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | 32-80 | 0.0-1.0 | --- | 5.1-6.5 | 0

 | | | | |

511F: | | | | |

 Plainfield-----------| 0-1 | --- | 80-120 | 3.5-6.0 | ---

 | 1-4 | 5.0-15 | --- | 5.1-6.5 | 0

 | 4-32 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | 32-80 | 0.0-1.0 | --- | 5.1-6.5 | 0

 | | | | |
598 Soil Survey of

Table 26.--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

 | | | | |

512B: | | | | |

 Drammen--------------| 0-9 | 2.0-10 | --- | 5.1-7.3 | 0

 | 9-44 | 1.0-8.0 | --- | 5.1-7.3 | 0

 | 44-65 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | 65-72 | 0.0-1.0 | --- | 5.1-6.5 | 0

 | | | | |

512C: | | | | |

 Drammen--------------| 0-9 | 2.0-10 | --- | 5.1-7.3 | 0

 | 9-44 | 1.0-8.0 | --- | 5.1-7.3 | 0

 | 44-65 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | 65-72 | 0.0-1.0 | --- | 5.1-6.5 | 0

 | | | | |

512D: | | | | |

 Drammen--------------| 0-9 | 2.0-10 | --- | 5.1-7.3 | 0

 | 9-44 | 1.0-8.0 | --- | 5.1-7.3 | 0

 | 44-65 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | 65-72 | 0.0-1.0 | --- | 5.1-6.5 | 0

 | | | | |

516A: | | | | |

 Aldo-----------------| 0-7 | 3.0-6.0 | --- | 5.1-7.3 | 0

 | 7-42 | 4.0-6.0 | --- | 5.1-7.3 | 0

 | 42-80 | 0.0-1.0 | --- | 5.1-6.5 | 0

 | | | | |

546A: | | | | |

 Prissel--------------| 0-9 | 5.0-20 | --- | 5.1-7.3 | 0

 | 9-48 | 2.0-15 | --- | 5.1-7.3 | 0

 | 48-56 | 2.0-15 | --- | 5.1-6.5 | 0

 | 56-72 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | | | | |

546B: | | | | |

 Prissel--------------| 0-9 | 5.0-20 | --- | 5.1-7.3 | 0

 | 9-48 | 2.0-15 | --- | 5.1-7.3 | 0

 | 48-56 | 2.0-15 | --- | 5.1-6.5 | 0

 | 56-72 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | | | | |

546C: | | | | |

 Prissel--------------| 0-9 | 5.0-20 | --- | 5.1-7.3 | 0

 | 9-48 | 2.0-15 | --- | 5.1-7.3 | 0

 | 48-56 | 2.0-15 | --- | 5.1-6.5 | 0

 | 56-72 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | | | | |

546F: | | | | |

 Prissel--------------| 0-1 | --- | 80-120 | 3.5-6.0 | ---

 | 1-4 | 5.0-20 | --- | 5.1-7.3 | 0

 | 4-48 | 2.0-15 | --- | 5.1-7.3 | 0

 | 48-56 | 2.0-15 | --- | 5.1-6.5 | 0

 | 56-72 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | | | | |

555A: | | | | |

 Fordum, frequently | | | | |

 flooded-------------| 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

 | | | | |

561B: | | | | |

 Tarr-----------------| 0-9 | 2.0-8.0 | --- | 4.5-7.3 | 0

 | 9-34 | 1.0-7.0 | --- | 4.5-6.5 | 0

 | 34-62 | 0.0-5.0 | --- | 4.5-6.5 | 0

 | | | | |
Dunn County, Wisconsin 599

Table 26.--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

 | | | | |

566A: | | | | |

 Tint-----------------| 0-9 | 2.0-10 | --- | 4.5-7.3 | 0

 | 9-34 | 0.0-5.0 | --- | 4.5-6.5 | 0

 | 34-60 | 0.0-5.0 | --- | 5.1-6.5 | 0

 | | | | |

573B: | | | | |

 Plainbo, sand sheet--| 0-8 | 3.0-20 | --- | 3.6-7.3 | 0

 | 8-32 | --- | 0.0-10 | 3.6-6.5 | 0

 | 32-37 | --- | 0.0-10 | 3.6-6.5 | 0

 | 37-60 | --- | --- | --- | 0

 | | | | |

573C: | | | | |

 Plainbo, sand sheet--| 0-8 | 3.0-20 | --- | 3.6-7.3 | 0

 | 8-32 | --- | 0.0-10 | 3.6-6.5 | 0

 | 32-37 | --- | 0.0-10 | 3.6-6.5 | 0

 | 37-60 | --- | --- | --- | 0

 | | | | |

588A: | | | | |

 Meehan, valley train | 0-8 | --- | 2.0-15 | 3.5-7.3 | 0

 | 8-28 | --- | 1.0-8.0 | 3.5-6.5 | 0

 | 28-60 | --- | 0.0-4.0 | 3.5-7.3 | 0

 | | | | |

589A: | | | | |

 Newson, undrained----| 0-3 | --- | 20-50 | 3.5-6.5 | 0

 | 3-8 | --- | 20-50 | 3.5-6.5 | 0

 | 8-22 | 1.0-7.0 | --- | 4.5-6.5 | 0

 | 22-60 | 0.0-4.0 | --- | 5.1-6.5 | 0

 | | | | |

601C: | | | | |

 Beavercreek----------| 0-5 | 5.0-15 | --- | 6.1-7.3 | 0

 | 5-12 | 5.0-15 | --- | 6.1-7.3 | 0

 | 12-60 | 3.0-10 | --- | 6.6-7.8 | 0-5

 | | | | |

616B: | | | | |

 Chaseburg------------| 0-9 | 7.0-20 | --- | 5.6-7.3 | 0

 | 9-60 | 10-35 | --- | 5.6-7.3 | 0

 | | | | |

619A: | | | | |

 Vancecreek, undrained| 0-16 | 9.0-40 | --- | 5.1-6.5 | 0

 | 16-49 | 4.0-24 | --- | 5.1-6.5 | 0

 | 49-60 | 2.0-24 | --- | 5.1-7.8 | 0

 | | | | |

626A: | | | | |

 Arenzville-----------| 0-10 | 7.0-20 | --- | 5.6-7.3 | 0

 | 10-25 | 7.0-20 | --- | 5.6-7.3 | 0

 | 25-40 | 10-35 | --- | 5.6-7.3 | 0

 | 40-60 | 5.0-15 | --- | 5.6-7.3 | 0

 | | | | |

628A: | | | | |

 Orion----------------| 0-8 | 7.0-20 | --- | 5.6-7.3 | 0

 | 8-32 | 7.0-20 | --- | 5.6-7.3 | 0

 | 32-40 | 10-35 | --- | 5.6-7.3 | 0

 | 40-60 | 5.0-15 | --- | 5.6-7.3 | 0

 | | | | |

629A: | | | | |

 Ettrick, undrained---| 0-16 | 10-45 | --- | 5.6-7.3 | 0

 | 16-35 | 10-30 | --- | 6.1-7.3 | 0

 | 35-60 | 2.0-25 | --- | 6.1-7.3 | 0

 | | | | |
600 Soil Survey of

Table 26.--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

 | | | | |

636A: | | | | |

 Quarderer------------| 0-13 | 8.0-30 | --- | 4.5-7.3 | 0

 | 13-22 | --- | 4.0-20 | 4.5-6.0 | 0

 | 22-29 | --- | 8.0-24 | 4.5-6.0 | 0

 | 29-55 | --- | 3.0-18 | 4.5-6.0 | 0

 | 55-72 | --- | 2.0-13 | 4.5-6.0 | 0

 | | | | |

646A: | | | | |

 Dunnbot--------------| 0-9 | 8.0-21 | --- | 5.6-7.3 | 0

 | 9-36 | 8.0-21 | --- | 5.6-7.3 | 0

 | 36-45 | 7.0-15 | --- | 5.6-7.3 | 0

 | 45-72 | 1.0-5.0 | --- | 5.6-7.3 | 0

 | | | | |

656A: | | | | |

 Scotah---------------| 0-4 | 3.0-15 | --- | 5.6-7.3 | 0

 | 4-22 | 4.0-8.0 | --- | 5.6-7.3 | 0

 | 22-60 | 1.0-5.0 | --- | 5.6-7.3 | 0

 | | | | |

766A: | | | | |

 Moppet, occasionally | | | | |

 flooded-------------| 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

 | | | | |

804B2: | | | | |

 Arland, dissected----| 0-8 | 3.0-15 | --- | 4.5-7.3 | 0

 | 8-10 | 1.0-15 | --- | 4.5-7.3 | 0

 | 10-15 | 1.0-15 | --- | 4.5-7.3 | 0

 | 15-23 | 2.0-15 | --- | 4.5-6.5 | 0

 | 23-36 | 2.0-15 | --- | 4.5-6.5 | 0

 | 36-60 | --- | --- | --- | ---

 | | | | |

804C2: | | | | |

 Arland, dissected----| 0-8 | 3.0-15 | --- | 4.5-7.3 | 0

 | 8-10 | 1.0-15 | --- | 4.5-7.3 | 0

 | 10-15 | 1.0-15 | --- | 4.5-7.3 | 0

 | 15-23 | 2.0-15 | --- | 4.5-6.5 | 0

 | 23-36 | 2.0-15 | --- | 4.5-6.5 | 0

 | 36-60 | --- | --- | --- | ---

 | | | | |

804D: | | | | |

 Arland, dissected----| 0-1 | --- | 80-120 | 3.5-6.0 | ---

 | 1-4 | 3.0-15 | --- | 4.5-7.3 | 0

 | 4-10 | 1.0-15 | --- | 4.5-7.3 | 0

 | 10-15 | 1.0-15 | --- | 4.5-7.3 | 0

 | 15-23 | 2.0-15 | --- | 4.5-6.5 | 0

 | 23-36 | 2.0-15 | --- | 4.5-6.5 | 0

 | 36-60 | --- | --- | --- | ---

 | | | | |

814D2: | | | | |

 Renova, dissected----| 0-8 | --- | --- | 5.6-6.5 | 0

 | 8-10 | --- | --- | 5.6-6.5 | 0

 | 10-19 | --- | --- | 4.5-6.0 | 0

 | 19-52 | --- | --- | 4.5-7.3 | 0

 | 52-60 | --- | --- | 7.4-7.8 | 5-15

 | | | | |
Dunn County, Wisconsin 601

Table 26.--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

 | | | | |

816B2: | | | | |

 Vlasaty, dissected---| 0-7 | --- | --- | 6.1-6.5 | 0

 | 7-9 | --- | --- | 6.1-6.5 | 0

 | 9-16 | --- | --- | 5.1-6.0 | 0

 | 16-42 | --- | --- | 5.1-6.5 | 0

 | 42-60 | --- | --- | 7.4-8.4 | 5-15

 | | | | |

816C2: | | | | |

 Vlasaty, dissected---| 0-7 | --- | --- | 6.1-6.5 | 0

 | 7-9 | --- | --- | 6.1-6.5 | 0

 | 9-16 | --- | --- | 5.1-6.0 | 0

 | 16-42 | --- | --- | 5.1-6.5 | 0

 | 42-60 | --- | --- | 7.4-8.4 | 5-15

 | | | | |

826B2: | | | | |

 Hersey---------------| 0-8 | 6.0-20 | --- | 5.1-7.3 | 0

 | 8-58 | 4.0-25 | --- | 5.1-7.3 | 0

 | 58-115| 2.0-25 | --- | 5.1-7.3 | 0

 | | | | |

826C2: | | | | |

 Hersey---------------| 0-8 | 6.0-20 | --- | 5.1-7.3 | 0

 | 8-58 | 4.0-25 | --- | 5.1-7.3 | 0

 | 58-115| 2.0-25 | --- | 5.1-7.3 | 0

 | | | | |

828B: | | | | |

 Vasa-----------------| 0-9 | --- | --- | 5.6-7.3 | 0

 | 9-13 | --- | --- | 5.1-7.3 | 0

 | 13-60 | --- | --- | 6.6-7.3 | 0

 | 60-70 | --- | --- | 6.6-7.3 | 0-10

 | | | | |

836B2: | | | | |

 Spencer, dissected---| 0-9 | 6.0-20 | --- | 4.5-7.3 | 0

 | 9-22 | --- | 2.0-20 | 4.5-6.5 | 0

 | 22-42 | --- | 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

 | | | | |

836C2: | | | | |

 Spencer, dissected---| 0-9 | 6.0-20 | --- | 4.5-7.3 | 0

 | 9-22 | --- | 2.0-20 | 4.5-6.5 | 0

 | 22-42 | --- | 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

 | | | | |

838B: | | | | |

 Almena, dissected----| 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

 | | | | |

870B2: | | | | |

 Santiago, dissected--| 0-10 | 3.0-20 | --- | 4.5-7.3 | 0

 | 10-15 | 1.0-15 | --- | 4.5-6.5 | 0

 | 15-23 | 1.0-15 | --- | 4.5-6.5 | 0

 | 23-87 | 1.0-15 | --- | 4.5-6.5 | 0

 | 87-102| 1.0-10 | --- | 5.1-7.3 | 0

 | | | | |
602 Soil Survey of

Table 26.--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

 | | | | |

870C2: | | | | |

 Santiago, dissected--| 0-10 | 3.0-20 | --- | 4.5-7.3 | 0

 | 10-15 | 1.0-15 | --- | 4.5-6.5 | 0

 | 15-23 | 1.0-15 | --- | 4.5-6.5 | 0

 | 23-87 | 1.0-15 | --- | 4.5-6.5 | 0

 | 87-102| 1.0-10 | --- | 5.1-7.3 | 0

 | | | | |

875B: | | | | |

 Amery, dissected-----| 0-9 | 3.0-15 | --- | 4.5-7.3 | 0

 | 9-22 | 1.0-15 | --- | 4.5-6.0 | 0

 | 22-34 | 1.0-15 | --- | 5.1-6.5 | 0

 | 34-41 | 1.0-15 | --- | 5.1-6.5 | 0

 | 41-71 | 1.0-15 | --- | 5.1-6.5 | 0

 | 71-80 | 1.0-15 | --- | 5.6-6.5 | 0

 | | | | |

875C2: | | | | |

 Amery, dissected-----| 0-9 | 3.0-15 | --- | 4.5-7.3 | 0

 | 9-22 | 1.0-15 | --- | 4.5-6.0 | 0

 | 22-34 | 1.0-15 | --- | 5.1-6.5 | 0

 | 34-41 | 1.0-15 | --- | 5.1-6.5 | 0

 | 41-71 | 1.0-15 | --- | 5.1-6.5 | 0

 | 71-80 | 1.0-15 | --- | 5.6-6.5 | 0

 | | | | |

875D: | | | | |

 Amery, dissected-----| 0-3 | 3.0-15 | --- | 4.5-7.3 | 0

 | 3-22 | 1.0-15 | --- | 4.5-6.0 | 0

 | 22-34 | 1.0-15 | --- | 5.1-6.5 | 0

 | 34-41 | 1.0-15 | --- | 5.1-6.5 | 0

 | 41-71 | 1.0-15 | --- | 5.1-6.5 | 0

 | 71-80 | 1.0-15 | --- | 5.6-6.5 | 0

 | | | | |

1125F: | | | | |

 Dorerton-------------| 0-3 | 7.0-25 | --- | 5.1-6.5 | 0

 | 3-15 | 7.0-13 | --- | 5.1-7.3 | 0

 | 15-18 | 10-20 | --- | 5.1-7.3 | 0

 | 18-30 | 10-19 | --- | 5.6-7.3 | 0

 | 30-60 | 1.0-14 | --- | 7.4-8.4 | 1-15

 | | | | |

 Elbaville------------| 0-1 | --- | 80-120 | 3.5-6.0 | ---

 | 1-5 | 10-30 | --- | 5.1-6.5 | 0

 | 5-11 | 8.0-16 | --- | 5.1-7.3 | 0

 | 11-21 | 13-26 | --- | 5.1-7.3 | 0

 | 21-26 | 25-36 | --- | 5.1-7.3 | 0

 | 26-37 | 10-26 | --- | 6.6-7.8 | 0-5

 | 37-60 | 3.0-10 | --- | 6.6-7.8 | 0-10

 | | | | |

1145F: | | | | |

 Gaphill--------------| 0-2 | --- | 80-120 | 3.5-6.0 | ---

 | 2-5 | 10-30 | --- | 4.5-6.5 | 0

 | 5-11 | 1.0-10 | --- | 5.6-7.3 | 0

 | 11-32 | 2.0-15 | --- | 5.6-7.3 | 0

 | 32-50 | 1.0-7.0 | --- | 5.6-7.3 | 0

 | 50-56 | 0.0-6.0 | --- | 5.6-7.3 | 0

 | 56-80 | --- | --- | --- | 0

 | | | | |

 Rockbluff------------| 0-2 | --- | 80-120 | 3.5-6.0 | ---

 | 2-4 | 8.0-20 | --- | 4.5-6.5 | 0

 | 4-9 | 0.0-6.0 | --- | 5.1-7.3 | 0

 | 9-35 | 0.0-5.0 | --- | 5.1-7.3 | 0

 | 35-52 | 0.0-3.0 | --- | 5.1-7.3 | 0

 | 52-80 | --- | --- | --- | 0

 | | | | |
Dunn County, Wisconsin 603

Table 26.--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

 | | | | |

1224F: | | | | |

 Boone----------------| 0-1 | --- | 80-120 | 3.5-6.0 | ---

 | 1-3 | 0.0-4.0 | --- | 4.5-6.5 | 0

 | 3-21 | 0.0-3.0 | --- | 4.5-6.5 | 0

 | 21-35 | 0.0-3.0 | --- | 4.5-6.5 | 0

 | 35-60 | --- | --- | --- | 0

 | | | | |

 Elevasil-------------| 0-1 | --- | 80-120 | 3.5-6.0 | ---

 | 1-3 | 4.0-15 | --- | 4.5-6.5 | 0

 | 3-27 | 2.0-15 | --- | 4.5-6.5 | 0

 | 27-31 | 0.0-9.0 | --- | 4.5-6.5 | 0

 | 31-39 | 0.0-7.0 | --- | 4.5-6.5 | 0

 | 39-60 | --- | --- | --- | 0

 | | | | |

1233F: | | | | |

 Boone----------------| 0-1 | --- | 80-120 | 3.5-6.0 | ---

 | 1-3 | 0.0-4.0 | --- | 4.5-6.5 | 0

 | 3-21 | 0.0-3.0 | --- | 4.5-6.5 | 0

 | 21-35 | 0.0-3.0 | --- | 4.5-6.5 | 0

 | 35-60 | --- | --- | --- | 0

 | | | | |

 Tarr-----------------| 0-2 | --- | 80-120 | 3.5-6.0 | ---

 | 2-6 | 5.0-15 | --- | 4.5-6.5 | 0

 | 6-34 | 1.0-7.0 | --- | 4.5-6.5 | 0

 | 34-62 | 0.0-5.0 | --- | 4.5-6.5 | 0

 | | | | |

1275F: | | | | |

 Hayriver-------------| 0-1 | --- | 80-120 | 3.5-6.0 | ---

 | 1-4 | 3.0-15 | --- | 4.5-7.3 | 0

 | 4-13 | 2.0-12 | --- | 4.5-7.3 | 0

 | 13-30 | --- | 2.0-15 | 4.5-6.0 | 0

 | 30-60 | --- | --- | --- | ---

 | | | | |

 Twinmound------------| 0-1 | --- | 80-120 | 3.5-6.0 | ---

 | 1-3 | 1.0-5.0 | --- | 3.6-7.3 | 0

 | 3-17 | 0.0-6.0 | --- | 3.6-7.3 | 0

 | 17-26 | 0.0-6.0 | --- | 3.6-7.3 | 0

 | 26-60 | --- | --- | --- | 0

 | | | | |

1648A: | | | | |

 Northbend------------| 0-7 | --- | 10-45 | 3.5-6.5 | 0

 | 7-34 | --- | 8.0-40 | 3.5-6.5 | 0

 | 34-36 | 1.0-8.0 | --- | 4.5-7.3 | 0

 | 36-60 | 1.0-4.0 | --- | 4.5-7.3 | 0

 | | | | |

 Ettrick, flood plain,| | | | |

 undrained-----------| 0-16 | 10-45 | --- | 5.6-7.3 | 0

 | 16-35 | 4.0-30 | --- | 6.1-7.3 | 0

 | 35-60 | 2.0-25 | --- | 6.1-7.3 | 0

 | | | | |

1658A: | | | | |

 Algansee-------------| 0-4 | 6.0-15 | --- | 5.6-7.3 | 0

 | 4-31 | 1.0-10 | --- | 5.6-7.3 | 0

 | 31-60 | 1.0-4.0 | --- | 5.6-7.3 | 0

 | | | | |

 Kalmarville, | | | | |

 undrained-----------| 0-6 | 11-24 | --- | 5.6-7.3 | 0

 | 6-37 | 6.0-15 | --- | 5.6-7.3 | 0

 | 37-42 | 6.0-15 | --- | 5.6-7.3 | 0

 | 42-60 | 1.0-5.0 | --- | 5.6-7.3 | 0

 | | | | |
604 Soil Survey of

Table 26.--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

 | | | | |

2002. | | | | |

 Udorthents, earthen | | | | |

 dams | | | | |

 | | | | |

2003A. | | | | |

 Riverwash | | | | |

 | | | | |

2013. | | | | |

 Pits, gravel | | | | |

 | | | | |

2014. | | | | |

 Pits, quarry, hard | | | | |

 bedrock | | | | |

 | | | | |

2016. | | | | |

 Pits, quarry, soft | | | | |

 bedrock | | | | |

 | | | | |

2030: | | | | |

 Udorthents, cut or | | | | |

 fill | | | | |

 | | | | |

 Udipsamments, cut or | | | | |

 fill | | | | |

 | | | | |

2050. | | | | |

 Landfill | | | | |

 | | | | |

M-W. | | | | |

 Miscellaneous water | | | | |

 | | | | |

W. | | | | |

 Water | | | | |

 | | | | | ____________________________________________________________________
Table 27.--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 | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 11A: | | | | | | | | | | |  Markey, | | | | | | | | | | |  flood plain, | | | | | | | | | | |  undrained------| D |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-0.5: |0.0-1.0: |0.0-0.5: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Moist | Wet  | | --- | --- | --- | --- | --- |0.5-6.7: |0.5-6.7: |1.0-6.7: |0.5-6.7: | ---  | | | | | | | Wet | Wet | Wet | Wet |  | | | | | | | | | | | 20A: | | | | | | | | | | |  Palms, undrained| A/D |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-0.5: |0.0-1.0: |0.0-0.5: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Moist | Wet  | | --- | --- | --- | --- | --- |0.5-6.7: |0.5-6.7: |1.0-6.7: |0.5-6.7: | ---  | | | | | | | Wet | Wet | Wet | Wet |  | | | | | | | | | | |  Houghton, | | | | | | | | | | |  undrained------| 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: |0.0-0.5: |0.0-6.7: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Moist* | Moist | Wet | Wet  | | --- | --- | --- | --- | --- | --- |0.0-6.7: |0.5-6.7: | --- | ---  | | | | | | | | Wet | Wet | |  | | | | | | | | | | | 40A: | | | | | | | | | | |  Markey, | | | | | | | | | | |  undrained------| A/D |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-0.5: |0.0-1.0: |0.0-0.5: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Moist | Wet  | | --- | --- | --- | --- | --- |0.5-6.7: |0.5-6.7: |1.0-6.7: |0.5-6.7: | ---  | | | | | | | Wet | Wet | Wet | Wet |  | | | | | | | | | | |  Seelyeville, | | | | | | | | | | |  undrained------| 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: |0.0-0.5: |0.0-6.7: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Moist* | Moist | Wet | Wet  | | --- | --- | --- | --- | --- | --- |0.0-6.7: |0.5-6.7: | --- | ---  | | | | | | | | Wet | Wet | |  | | | | | | | | | | | 45A: | | | | | | | | | | |  Seelyeville, | | | | | | | | | | |  undrained------| 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: |0.0-0.5: |0.0-6.7: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Moist* | Moist | Wet | Wet  | | --- | --- | --- | --- | --- | --- |0.0-6.7: |0.5-6.7: | --- | ---  | | | | | | | | Wet | Wet | |  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 45A: | | | | | | | | | | |  Cathro, | | | | | | | | | | |  undrained------| A/D |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-0.5: |0.0-1.0: |0.0-0.5: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Moist | Wet  | | --- | --- | --- | --- | --- |0.5-6.7: |0.5-6.7: |1.0-6.7: |0.5-6.7: | ---  | | | | | | | Wet | Wet | Wet | Wet |  | | | | | | | | | | | 101B: | | | | | | | | | | |  Menahga, valley | | | | | | | | | | |  train----------| 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: |0.0-1.0: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 101C: | | | | | | | | | | |  Menahga, valley | | | | | | | | | | |  train----------| 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: |0.0-1.0: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 101E: | | | | | | | | | | |  Menahga, valley | | | | | | | | | | |  train----------| 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: |0.0-1.0: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 115B2: | | | | | | | | | | |  Seaton----------| 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  | | | | | | | | | | | 115C2: | | | | | | | | | | |  Seaton----------| 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  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 115D2: | | | | | | | | | | |  Seaton----------| 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  | | | | | | | | | | | 115E2: | | | | | | | | | | |  Seaton----------| 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  | | | | | | | | | | | 116C2: | | | | | | | | | | |  Churchtown------| 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  | | | | | | | | | | | 116D2: | | | | | | | | | | |  Churchtown------| 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  | | | | | | | | | | | 116E2: | | | | | | | | | | |  Churchtown------| 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  | | | | | | | | | | | 125B2: | | | | | | | | | | |  Pepin-----------| B |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 125C2: | | | | | | | | | | |  Pepin-----------| B |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 125D2: | | | | | | | | | | |  Pepin-----------| B |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 125E2: | | | | | | | | | | |  Pepin-----------| B |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5: |0.0-5.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 135C2: | | | | | | | | | | |  Wickware--------| 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  | | | | | | | | | | | 135D2: | | | | | | | | | | |  Wickware--------| 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  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 135E2: | | | | | | | | | | |  Wickware--------| 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  | | | | | | | | | | | 136B: | | | | | | | | | | |  Doritty---------| B |0.0-6.7: |0.0-6.7: |0.0-4.0: |0.0-4.0: |0.0-4.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-4.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |4.0-5.0: |4.0-5.0: |4.0-5.0: | --- | --- | --- | --- |4.0-5.0:  | | | | Wet | Wet | Wet | | | | | Wet  | | --- | --- |5.0-6.7: |5.0-6.7: |5.0-6.7: | --- | --- | --- | --- |5.0-6.7:  | | | | Moist | Moist | Moist | | | | | Moist  | | | | | | | | | | | 136C2: | | | | | | | | | | |  Doritty---------| B |0.0-6.7: |0.0-6.7: |0.0-4.0: |0.0-4.0: |0.0-4.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-4.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |4.0-5.0: |4.0-5.0: |4.0-5.0: | --- | --- | --- | --- |4.0-5.0:  | | | | Wet | Wet | Wet | | | | | Wet  | | --- | --- |5.0-6.7: |5.0-6.7: |5.0-6.7: | --- | --- | --- | --- |5.0-6.7:  | | | | Moist | Moist | Moist | | | | | Moist  | | | | | | | | | | | 144B2: | | | | | | | | | | |  NewGlarus-------| B |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 144C2: | | | | | | | | | | |  NewGlarus-------| B |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 144D2: | | | | | | | | | | |  NewGlarus-------| B |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 144E2: | | | | | | | | | | |  NewGlarus-------| B |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7: |0.0-3.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 161E: | | | | | | | | | | |  Fivepoints------| C |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-2.9:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 208A: | | | | | | | | | | |  Siouxcreek------| C |0.0-3.2: |0.0-3.2: |0.0-1.5: |0.0-1.5: |0.0-1.5: |0.0-1.5: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-1.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |1.5-2.0: |1.5-2.0: |1.5-2.0: |1.5-2.0: | --- | --- | --- |1.5-2.0:  | | | | Wet | Wet | Wet | Wet | | | | Wet  | | --- | --- |2.0-3.2: |2.0-3.2: |2.0-3.2: |2.0-3.2: | --- | --- | --- |2.0-3.2:  | | | | Moist | Moist | Moist | Moist | | | | Moist  | | | | | | | | | | | 213B2: | | | | | | | | | | |  Hixton----------| B |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 213C2: | | | | | | | | | | |  Hixton----------| B |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 224B: | | | | | | | | | | |  Elevasil--------| B |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 224C2: | | | | | | | | | | |  Elevasil--------| B |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 224D2: | | | | | | | | | | |  Elevasil--------| B |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 224E2: | | | | | | | | | | |  Elevasil--------| B |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 233C: | | | | | | | | | | |  Boone-----------| A |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-1.0: |0.0-1.0: |0.0-2.9: |0.0-2.9:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-2.9: |2.0-2.9: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 243B2: | | | | | | | | | | |  Hixton, thin | | | | | | | | | | |  solum----------| C |0.0-1.7: |0.0-1.7: |0.0-1.7: |0.0-1.7: |0.0-1.7: |0.0-1.7: |0.0-1.7: |0.0-1.7: |0.0-1.7: |0.0-1.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

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 | | | | | | | | | | | 243C2: | | | | | | | | | | |  Hixton, thin | | | | | | | | | | |  solum----------| C |0.0-1.7: |0.0-1.7: |0.0-1.7: |0.0-1.7: |0.0-1.7: |0.0-1.7: |0.0-1.7: |0.0-1.7: |0.0-1.7: |0.0-1.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 244B: | | | | | | | | | | |  Elkmound--------| C |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 244C2: | | | | | | | | | | |  Elkmound--------| C |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 244D2: | | | | | | | | | | |  Elkmound--------| C |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 254B2: | | | | | | | | | | |  Norden----------| B |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 254C2: | | | | | | | | | | |  Norden----------| B |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 254D2: | | | | | | | | | | |  Norden----------| B |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 254E2: | | | | | | | | | | |  Norden----------| B |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 254F: | | | | | | | | | | |  Norden----------| B |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 255B2: | | | | | | | | | | |  Urne------------| B |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

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 | | | | | | | | | | | 255C2: | | | | | | | | | | |  Urne------------| B |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 255D2: | | | | | | | | | | |  Urne------------| B |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 255E2: | | | | | | | | | | |  Urne------------| B |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 255F: | | | | | | | | | | |  Urne------------| B |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 265B: | | | | | | | | | | |  Garne-----------| A |0.0-2.8: |0.0-2.8: |0.0-2.8: |0.0-2.8: |0.0-2.8: |0.0-2.8: |0.0-1.0: |0.0-1.0: |0.0-2.8: |0.0-2.8:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-2.8: |2.0-2.8: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 265C: | | | | | | | | | | |  Garne-----------| A |0.0-2.8: |0.0-2.8: |0.0-2.8: |0.0-2.8: |0.0-2.8: |0.0-2.8: |0.0-1.0: |0.0-1.0: |0.0-2.8: |0.0-2.8:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-2.8: |2.0-2.8: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 266B: | | | | | | | | | | |  Hiles-----------| B |0.0-2.4: |0.0-2.4: |0.0-2.4: |0.0-2.0: |0.0-2.0: |0.0-2.4: |0.0-2.4: |0.0-2.4: |0.0-2.4: |0.0-2.4:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- |2.0-2.2: |2.0-2.2: | --- | --- | --- | --- | ---  | | | | | Wet | Wet | | | | |  | | --- | --- | --- |2.2-2.4: |2.2-2.4: | --- | --- | --- | --- | ---  | | | | | Moist | Moist | | | | |  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

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 | | | | | | | | | | | 268A: | | | | | | | | | | |  Kert------------| C |0.0-2.8: |0.0-2.8: |0.0-1.5: |0.0-1.5: |0.0-1.5: |0.0-1.5: |0.0-2.8: |0.0-2.8: |0.0-2.8: |0.0-1.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |1.5-2.0: |1.5-2.0: |1.5-2.0: |1.5-2.0: | --- | --- | --- |1.5-2.0:  | | | | Wet | Wet | Wet | Wet | | | | Wet  | | --- | --- |2.0-2.8: |2.0-2.8: |2.0-2.8: |2.0-2.8: | --- | --- | --- |2.0-2.8:  | | | | Moist | Moist | Moist | Moist | | | | Moist  | | | | | | | | | | | 269A: | | | | | | | | | | |  Veedum, | | | | | | | | | | |  undrained------| B/D |0.0-2.2: |0.0-2.2: |0.0-2.2: |0.0-2.2: |0.0-2.2: |0.0-2.2: |0.0-1.0: |0.0-1.5: |0.0-1.0: |0.0-2.2:  | | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | | --- | --- | --- | --- | --- | --- |1.0-2.2: |1.5-2.2: |1.0-2.2: | ---  | | | | | | | | Wet | Wet | Wet |  | | | | | | | | | | | 273B2: | | | | | | | | | | |  Dobie-----------| B |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  Hixton, frigid--| B |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 273C2: | | | | | | | | | | |  Dobie-----------| B |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  Hixton, frigid--| B |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 273D2: | | | | | | | | | | |  Dobie-----------| B |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  Hixton, frigid--| B |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 273E2: | | | | | | | | | | |  Dobie-----------| B |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  Hixton, frigid--| B |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 275B2: | | | | | | | | | | |  Hayriver--------| B |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  Elevasil, frigid| B |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 275C2: | | | | | | | | | | |  Hayriver--------| B |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  Elevasil, frigid| B |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 275D2: | | | | | | | | | | |  Hayriver--------| B |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  Elevasil, frigid| B |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 276B: | | | | | | | | | | |  Humbird, loamy | | | | | | | | | | |  subsoil--------| B |0.0-2.3: |0.0-2.3: |0.0-2.3: |0.0-2.0: |0.0-2.0: |0.0-2.3: |0.0-2.3: |0.0-2.3: |0.0-2.3: |0.0-2.3:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- |2.0-2.2: |2.0-2.2: | --- | --- | --- | --- | ---  | | | | | Wet | Wet | | | | |  | | --- | --- | --- |2.2-2.3: |2.2-2.3: | --- | --- | --- | --- | ---  | | | | | Moist | Moist | | | | |  | | | | | | | | | | | 278A: | | | | | | | | | | |  Merrillan, loamy| | | | | | | | | | |  subsoil--------| C |0.0-2.8: |0.0-2.8: |0.0-1.5: |0.0-1.5: |0.0-1.5: |0.0-1.5: |0.0-2.8: |0.0-2.8: |0.0-2.8: |0.0-1.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |1.5-2.0: |1.5-2.0: |1.5-2.0: |1.5-2.0: | --- | --- | --- |1.5-2.0:  | | | | Wet | Wet | Wet | Wet | | | | Wet  | | --- | --- |2.0-2.8: |2.0-2.8: |2.0-2.8: |2.0-2.8: | --- | --- | --- |2.0-2.8:  | | | | Moist | Moist | Moist | Moist | | | | Moist  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 282C: | | | | | | | | | | |  Twinmound-------| A |0.0-2.2: |0.0-2.2: |0.0-2.2: |0.0-2.2: |0.0-2.2: |0.0-2.2: |0.0-1.0: |0.0-1.0: |0.0-2.2: |0.0-2.2:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-2.2: |2.0-2.2: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 282F: | | | | | | | | | | |  Twinmound-------| A |0.0-2.2: |0.0-2.2: |0.0-2.2: |0.0-2.2: |0.0-2.2: |0.0-2.2: |0.0-1.0: |0.0-1.0: |0.0-2.2: |0.0-2.2:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-2.2: |2.0-2.2: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 313D2: | | | | | | | | | | |  Plumcreek-------| 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  | | | | | | | | | | | 313F: | | | | | | | | | | |  Plumcreek-------| 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  | | | | | | | | | | | 316B2: | | | | | | | | | | |  Ella------------| B |0.0-6.7: |0.0-6.7: |0.0-4.0: |0.0-4.0: |0.0-4.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-4.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |4.0-5.0: |4.0-5.0: |4.0-5.0: | --- | --- | --- | --- |4.0-5.0:  | | | | Wet | Wet | Wet | | | | | Wet  | | --- | --- |5.0-6.7: |5.0-6.7: |5.0-6.7: | --- | --- | --- | --- |5.0-6.7:  | | | | Moist | Moist | Moist | | | | | Moist  | | | | | | | | | | | 316C2: | | | | | | | | | | |  Ella------------| B |0.0-6.7: |0.0-6.7: |0.0-4.0: |0.0-4.0: |0.0-4.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-4.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |4.0-5.0: |4.0-5.0: |4.0-5.0: | --- | --- | --- | --- |4.0-5.0:  | | | | Wet | Wet | Wet | | | | | Wet  | | --- | --- |5.0-6.7: |5.0-6.7: |5.0-6.7: | --- | --- | --- | --- |5.0-6.7:  | | | | Moist | Moist | Moist | | | | | Moist  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

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 | | | | | | | | | | | 318A: | | | | | | | | | | |  Bearpen---------| C |0.0-6.7: |0.0-6.7: |0.0-1.5: |0.0-1.5: |0.0-1.5: |0.0-1.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |1.5-2.0: |1.5-2.0: |1.5-2.0: |1.5-2.0: | --- | --- | --- |1.5-2.0:  | | | | Wet | Wet | Wet | Wet | | | | Wet  | | --- | --- |2.0-6.7: |2.0-6.7: |2.0-6.7: |2.0-6.7: | --- | --- | --- |2.0-6.7:  | | | | Moist | Moist | Moist | Moist | | | | Moist  | | | | | | | | | | | 349A: | | | | | | | | | | |  Rib, valley | | | | | | | | | | |  train, | | | | | | | | | | |  undrained------| B/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: |0.0-1.0: |0.0-1.5: |0.0-1.0: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: |1.0-6.7: | ---  | | | | | | | | Wet | Wet | Wet |  | | | | | | | | | | | 378A: | | | | | | | | | | |  Poskin, valley | | | | | | | | | | |  train----------| C |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-1.5: |0.0-1.5: |0.0-1.5: |0.0-3.0: |0.0-3.0: |0.0-2.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |2.5-6.7: |2.5-6.7: |2.5-6.7: |1.5-6.7: |1.5-6.7: |1.5-6.7: |3.0-6.7: |3.0-6.7: |2.5-6.7: |2.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 403A: | | | | | | | | | | |  Dakota----------| 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  | | | | | | | | | | | 413A: | | | | | | | | | | |  Rasset----------| 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  | | | | | | | | | | | 413B: | | | | | | | | | | |  Rasset----------| 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  | | | | | | | | | | | 416A: | | | | | | | | | | |  Menomin---------| B |0.0-4.5: |0.0-4.5: |0.0-4.5: |0.0-4.0: |0.0-4.0: |0.0-4.5: |0.0-5.0: |0.0-5.5: |0.0-5.0: |0.0-4.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |4.5-6.7: |4.5-6.7: |4.5-6.7: |4.0-6.7: |4.0-6.7: |4.5-6.7: |5.0-6.7: |5.5-6.7: |5.0-6.7: |4.5-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

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 | | | | | | | | | | | 423A: | | | | | | | | | | |  Meridian--------| 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  | | | | | | | | | | | 423B2: | | | | | | | | | | |  Meridian--------| 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  | | | | | | | | | | | 423C2: | | | | | | | | | | |  Meridian--------| 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  | | | | | | | | | | | 428A: | | | | | | | | | | |  Shiffer---------| C |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-1.5: |0.0-1.5: |0.0-1.5: |0.0-3.0: |0.0-3.0: |0.0-2.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |2.5-6.7: |2.5-6.7: |2.5-6.7: |1.5-6.7: |1.5-6.7: |1.5-6.7: |3.0-6.7: |3.0-6.7: |2.5-6.7: |2.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 429A: | | | | | | | | | | |  Lows, undrained | B/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: |0.0-1.0: |0.0-1.5: |0.0-1.0: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: |1.0-6.7: | ---  | | | | | | | | Wet | Wet | Wet |  | | | | | | | | | | | 432A: | | | | | | | | | | |  Kevilar---------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-4.0: |0.0-4.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-4.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- |4.0-5.0: |4.0-5.0: | --- | --- | --- | --- |4.0-5.0:  | | | | | Wet | Wet | | | | | Wet  | | --- | --- | --- |5.0-6.7: |5.0-6.7: | --- | --- | --- | --- |5.0-6.7:  | | | | | Moist | Moist | | | | | Moist  | | | | | | | | | | | 432B: | | | | | | | | | | |  Kevilar---------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-4.0: |0.0-4.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-4.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- |4.0-5.0: |4.0-5.0: | --- | --- | --- | --- |4.0-5.0:  | | | | | Wet | Wet | | | | | Wet  | | --- | --- | --- |5.0-6.7: |5.0-6.7: | --- | --- | --- | --- |5.0-6.7:  | | | | | Moist | Moist | | | | | Moist  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 432C2: | | | | | | | | | | |  Kevilar---------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-4.0: |0.0-4.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-4.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- |4.0-5.0: |4.0-5.0: | --- | --- | --- | --- |4.0-5.0:  | | | | | Wet | Wet | | | | | Wet  | | --- | --- | --- |5.0-6.7: |5.0-6.7: | --- | --- | --- | --- |5.0-6.7:  | | | | | Moist | Moist | | | | | Moist  | | | | | | | | | | | 432D2: | | | | | | | | | | |  Kevilar---------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-4.0: |0.0-4.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-4.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- |4.0-5.0: |4.0-5.0: | --- | --- | --- | --- |4.0-5.0:  | | | | | Wet | Wet | | | | | Wet  | | --- | --- | --- |5.0-6.7: |5.0-6.7: | --- | --- | --- | --- |5.0-6.7:  | | | | | Moist | Moist | | | | | Moist  | | | | | | | | | | | 433A: | | | | | | | | | | |  Forkhorn--------| 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  | | | | | | | | | | | 433B: | | | | | | | | | | |  Forkhorn--------| 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  | | | | | | | | | | | 433C2: | | | | | | | | | | |  Forkhorn--------| 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  | | | | | | | | | | | 433D2: | | | | | | | | | | |  Forkhorn--------| 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  | | | | | | | | | | | 434B: | | | | | | | | | | |  Bilson----------| 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  | | | | | | | | | | | 436A: | | | | | | | | | | |  Rusktown--------| B |0.0-4.5: |0.0-4.5: |0.0-4.5: |0.0-4.0: |0.0-4.0: |0.0-4.5: |0.0-5.0: |0.0-5.5: |0.0-5.0: |0.0-4.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |4.5-6.7: |4.5-6.7: |4.5-6.7: |4.0-6.7: |4.0-6.7: |4.5-6.7: |5.0-6.7: |5.5-6.7: |5.0-6.7: |4.5-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 438A: | | | | | | | | | | |  Hoopeston-------| C |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-1.5: |0.0-1.5: |0.0-2.5: |0.0-3.0: |0.0-3.0: |0.0-2.5: |0.0-2.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |2.5-6.7: |2.5-6.7: |2.5-6.7: |1.5-6.7: |1.5-6.7: |2.5-6.7: |3.0-6.7: |3.0-6.7: |2.5-6.7: |2.5-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 453A: | | | | | | | | | | |  Burkhardt-------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.0: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 453B: | | | | | | | | | | |  Burkhardt-------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.0: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 454B: | | | | | | | | | | |  Chetek, kame | | | | | | | | | | |  terrace--------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.0: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 454C2: | | | | | | | | | | |  Chetek, kame | | | | | | | | | | |  terrace--------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.0: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 454D2: | | | | | | | | | | |  Chetek, kame | | | | | | | | | | |  terrace--------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.0: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 454E: | | | | | | | | | | |  Chetek, kame | | | | | | | | | | |  terrace--------| B |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.0: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 468A: | | | | | | | | | | |  Oesterle, valley| | | | | | | | | | |  train----------| C |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-1.5: |0.0-1.5: |0.0-2.5: |0.0-3.0: |0.0-3.0: |0.0-2.5: |0.0-2.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |2.5-6.7: |2.5-6.7: |2.5-6.7: |1.5-6.7: |1.5-6.7: |2.5-6.7: |3.0-6.7: |3.0-6.7: |2.5-6.7: |2.5-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 501A: | | | | | | | | | | |  Finchford-------| 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: |0.0-1.0: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 501B: | | | | | | | | | | |  Finchford-------| 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: |0.0-1.0: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 502B2: | | | | | | | | | | |  Chelsea---------| 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: |0.0-1.0: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 502C2: | | | | | | | | | | |  Chelsea---------| 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: |0.0-1.0: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 506A: | | | | | | | | | | |  Komro-----------| B |0.0-4.5: |0.0-4.5: |0.0-4.5: |0.0-4.0: |0.0-4.0: |0.0-4.0: |0.0-1.0: |0.0-1.0: |0.0-5.0: |0.0-4.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |4.5-6.7: |4.5-6.7: |4.5-6.7: |4.0-6.7: |4.0-6.7: |4.0-6.7: |1.0-2.0: |1.0-2.0: |5.0-6.7: |4.5-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Dry | Dry | Wet | Wet  | | --- | --- | --- | --- | --- | --- |2.0-5.0: |2.0-5.5: | --- | ---  | | | | | | | | Moist | Moist | |  | | --- | --- | --- | --- | --- | --- |5.0-6.7: |5.5-6.7: | --- | ---  | | | | | | | | Wet | Wet | |  | | | | | | | | | | | 508A: | | | | | | | | | | |  Farrington------| C |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-1.5: |0.0-1.5: |0.0-1.5: |0.0-3.0: |0.0-3.0: |0.0-2.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |2.5-6.7: |2.5-6.7: |2.5-6.7: |1.5-6.7: |1.5-6.7: |1.5-6.7: |3.0-6.7: |3.0-6.7: |2.5-6.7: |2.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 510B: | | | | | | | | | | |  Boplain---------| A |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-1.0: |0.0-1.0: |0.0-3.1: |0.0-3.1:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-3.1: |2.0-3.1: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 510C: | | | | | | | | | | |  Boplain---------| A |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-1.0: |0.0-1.0: |0.0-2.9: |0.0-2.9:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-2.9: |2.0-2.9: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 511A: | | | | | | | | | | |  Plainfield------| 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: |0.0-1.0: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 511B: | | | | | | | | | | |  Plainfield------| 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: |0.0-1.0: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 511C: | | | | | | | | | | |  Plainfield------| 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: |0.0-1.0: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 511F: | | | | | | | | | | |  Plainfield------| 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: |0.0-1.0: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 512B: | | | | | | | | | | |  Drammen---------| 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: |0.0-1.0: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 512C: | | | | | | | | | | |  Drammen---------| 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: |0.0-1.0: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 512D: | | | | | | | | | | |  Drammen---------| 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: |0.0-1.0: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 516A: | | | | | | | | | | |  Aldo------------| A |0.0-4.5: |0.0-4.5: |0.0-4.5: |0.0-4.0: |0.0-4.0: |0.0-4.5: |0.0-1.0: |0.0-1.0: |0.0-5.0: |0.0-4.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |4.5-6.7: |4.5-6.7: |4.5-6.7: |4.0-6.7: |4.0-6.7: |4.5-6.7: |1.0-2.0: |1.0-2.0: |5.0-6.7: |4.5-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Dry | Dry | Wet | Wet  | | --- | --- | --- | --- | --- | --- |2.0-5.0: |2.0-5.5: | --- | ---  | | | | | | | | Moist | Moist | |  | | --- | --- | --- | --- | --- | --- |5.0-6.7: |5.5-6.7: | --- | ---  | | | | | | | | Wet | Wet | |  | | | | | | | | | | | 546A: | | | | | | | | | | |  Prissel---------| B |0.0-6.7: |0.0-6.7: |0.0-3.5: |0.0-3.5: |0.0-3.0: |0.0-3.5: |0.0-1.0: |0.0-1.0: |0.0-6.7: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |3.5-4.0: |3.5-4.0: |3.0-4.0: |3.5-4.0: |1.0-2.0: |1.0-2.0: | --- |3.0-4.0:  | | | | Wet | Wet | Wet | Wet | Dry | Dry | | Wet  | | --- | --- |4.0-6.7: |4.0-6.7: |4.0-6.7: |4.0-6.7: |2.0-6.7: |2.0-6.7: | --- |4.0-6.7:  | | | | Moist | Moist | Moist | Moist | Moist | Moist | | Moist  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

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 | | | | | | | | | | | 546B: | | | | | | | | | | |  Prissel---------| B |0.0-6.7: |0.0-6.7: |0.0-3.5: |0.0-3.5: |0.0-3.0: |0.0-3.5: |0.0-1.0: |0.0-1.0: |0.0-6.7: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |3.5-4.0: |3.5-4.0: |3.0-4.0: |3.5-4.0: |1.0-2.0: |1.0-2.0: | --- |3.0-4.0:  | | | | Wet | Wet | Wet | Wet | Dry | Dry | | Wet  | | --- | --- |4.0-6.7: |4.0-6.7: |4.0-6.7: |4.0-6.7: |2.0-6.7: |2.0-6.7: | --- |4.0-6.7:  | | | | Moist | Moist | Moist | Moist | Moist | Moist | | Moist  | | | | | | | | | | | 546C: | | | | | | | | | | |  Prissel---------| B |0.0-6.7: |0.0-6.7: |0.0-3.5: |0.0-3.5: |0.0-3.0: |0.0-3.5: |0.0-1.0: |0.0-1.0: |0.0-6.7: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |3.5-4.0: |3.5-4.0: |3.0-4.0: |3.5-4.0: |1.0-2.0: |1.0-2.0: | --- |3.0-4.0:  | | | | Wet | Wet | Wet | Wet | Dry | Dry | | Wet  | | --- | --- |4.0-6.7: |4.0-6.7: |4.0-6.7: |4.0-6.7: |2.0-6.7: |2.0-6.7: | --- |4.0-6.7:  | | | | Moist | Moist | Moist | Moist | Moist | Moist | | Moist  | | | | | | | | | | | 546F: | | | | | | | | | | |  Prissel---------| B |0.0-6.7: |0.0-6.7: |0.0-3.5: |0.0-3.5: |0.0-3.0: |0.0-3.5: |0.0-1.0: |0.0-1.0: |0.0-6.7: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |3.5-4.0: |3.5-4.0: |3.0-4.0: |3.5-4.0: |1.0-2.0: |1.0-2.0: | --- |3.0-4.0:  | | | | Wet | Wet | Wet | Wet | Dry | Dry | | Wet  | | --- | --- |4.0-6.7: |4.0-6.7: |4.0-6.7: |4.0-6.7: |2.0-6.7: |2.0-6.7: | --- |4.0-6.7:  | | | | Moist | Moist | Moist | Moist | Moist | Moist | | Moist  | | | | | | | | | | | 555A: | | | | | | | | | | |  Fordum, | | | | | | | | | | |  frequently | | | | | | | | | | |  flooded--------| 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  | | | | | | | | | | | 561B: | | | | | | | | | | |  Tarr------------| 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: |0.0-1.0: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

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 | | | | | | | | | | | 566A: | | | | | | | | | | |  Tint------------| B |0.0-4.5: |0.0-4.5: |0.0-4.5: |0.0-4.0: |0.0-4.0: |0.0-4.5: |0.0-1.0: |0.0-1.0: |0.0-5.0: |0.0-4.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |4.5-6.7: |4.5-6.7: |4.5-6.7: |4.0-6.7: |4.0-6.7: |4.5-6.7: |1.0-2.0: |1.0-2.0: |5.0-6.7: |4.5-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Dry | Dry | Wet | Wet  | | --- | --- | --- | --- | --- | --- |2.0-5.0: |2.0-5.5: | --- | ---  | | | | | | | | Moist | Moist | |  | | --- | --- | --- | --- | --- | --- |5.0-6.7: |5.5-6.7: | --- | ---  | | | | | | | | Wet | Wet | |  | | | | | | | | | | | 573B: | | | | | | | | | | |  Plainbo, sand | | | | | | | | | | |  sheet----------| A |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-3.1: |0.0-1.0: |0.0-1.0: |0.0-3.1: |0.0-3.1:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-3.1: |2.0-3.1: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 573C: | | | | | | | | | | |  Plainbo, sand | | | | | | | | | | |  sheet----------| A |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-1.0: |0.0-1.0: |0.0-2.9: |0.0-2.9:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-2.9: |2.0-2.9: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 588A: | | | | | | | | | | |  Meehan, valley | | | | | | | | | | |  train----------| C |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-1.5: |0.0-1.5: |0.0-1.5: |0.0-3.0: |0.0-3.0: |0.0-2.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |2.5-6.7: |2.5-6.7: |2.5-6.7: |1.5-6.7: |1.5-6.7: |1.5-6.7: |3.0-6.7: |3.0-6.7: |2.5-6.7: |2.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 589A: | | | | | | | | | | |  Newson, | | | | | | | | | | |  undrained------| A/D |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: |0.0-2.0: |0.0-1.5: |0.0-1.0:  | | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: |2.0-6.7: |1.5-6.7: |1.0-6.7:  | | | | | | | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

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 | | | | | | | | | | | 601C: | | | | | | | | | | |  Beavercreek-----| 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  | | | | | | | | | | | 616B: | | | | | | | | | | |  Chaseburg-------| 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  | | | | | | | | | | | 619A: | | | | | | | | | | |  Vancecreek, | | | | | | | | | | |  undrained------| B/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: |0.0-1.0: |0.0-1.5: |0.0-1.0: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: |1.0-6.7: | ---  | | | | | | | | Wet | Wet | Wet |  | | | | | | | | | | | 626A: | | | | | | | | | | |  Arenzville------| B |0.0-4.5: |0.0-4.5: |0.0-4.5: |0.0-4.0: |0.0-4.0: |0.0-4.0: |0.0-5.0: |0.0-5.5: |0.0-5.0: |0.0-4.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |4.5-6.7: |4.5-6.7: |4.5-6.7: |4.0-6.7: |4.0-6.7: |4.0-6.7: |5.0-6.7: |5.5-6.7: |5.0-6.7: |4.5-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 628A: | | | | | | | | | | |  Orion-----------| C |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-1.5: |0.0-1.5: |0.0-1.5: |0.0-3.0: |0.0-3.0: |0.0-2.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |2.5-6.7: |2.5-6.7: |2.5-6.7: |1.5-6.7: |1.5-6.7: |1.5-6.7: |3.0-6.7: |3.0-6.7: |2.5-6.7: |2.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 629A: | | | | | | | | | | |  Ettrick, | | | | | | | | | | |  undrained------| B/D |0.0-0.5: |0.0-0.5: |0.0: |0.0: |0.0: |0.0-0.5: |0.0-1.0: |0.0-2.0: |0.0-1.0: |0.0-0.5:  | | Moist | Moist | Moist* | Moist* | Moist* | Moist | Moist | Moist | Moist | Moist  | |0.5-6.7: |0.5-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.5-6.7: |1.0-6.7: |2.0-6.7: |1.0-6.7: |0.5-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 636A: | | | | | | | | | | |  Quarderer-------| B |0.0-4.5: |0.0-4.5: |0.0-4.5: |0.0-4.0: |0.0-4.0: |0.0-4.5: |0.0-5.0: |0.0-5.5: |0.0-5.0: |0.0-4.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |4.5-6.7: |4.5-6.7: |4.5-6.7: |4.0-6.7: |4.0-6.7: |4.5-6.7: |5.0-6.7: |5.5-6.7: |5.0-6.7: |4.5-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 646A: | | | | | | | | | | |  Dunnbot---------| B |0.0-4.5: |0.0-4.5: |0.0-4.0: |0.0-4.0: |0.0-4.0: |0.0-4.0: |0.0-5.0: |0.0-5.5: |0.0-5.0: |0.0-4.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |4.5-6.7: |4.5-6.7: |4.0-6.7: |4.0-6.7: |4.0-6.7: |4.0-6.7: |5.0-6.7: |5.5-6.7: |5.0-6.7: |4.5-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 656A: | | | | | | | | | | |  Scotah----------| B |0.0-4.5: |0.0-4.5: |0.0-4.5: |0.0-4.0: |0.0-4.0: |0.0-4.0: |0.0-5.0: |0.0-5.5: |0.0-5.0: |0.0-4.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |4.5-6.7: |4.5-6.7: |4.5-6.7: |4.0-6.7: |4.0-6.7: |4.0-6.7: |5.0-6.7: |5.5-6.7: |5.0-6.7: |4.5-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 766A: | | | | | | | | | | |  Moppet, | | | | | | | | | | |  occasionally | | | | | | | | | | |  flooded--------| 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  | | | | | | | | | | | 804B2: | | | | | | | | | | |  Arland, | | | | | | | | | | |  dissected------| B |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 804C2: | | | | | | | | | | |  Arland, | | | | | | | | | | |  dissected------| B |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 804D: | | | | | | | | | | |  Arland, | | | | | | | | | | |  dissected------| B |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 814D2: | | | | | | | | | | |  Renova, | | | | | | | | | | |  dissected------| 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  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 816B2: | | | | | | | | | | |  Vlasaty, | | | | | | | | | | |  dissected------| C |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-2.0: |0.0-2.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |2.0-4.0: |2.0-4.0: |2.5-4.5: | --- | --- | --- | --- |2.5-4.5:  | | | | Wet | Wet | Wet | | | | | Wet  | | --- | --- |4.0-6.7: |4.0-6.7: |4.5-6.7: | --- | --- | --- | --- |4.5-6.7:  | | | | Moist | Moist | Moist | | | | | Moist  | | | | | | | | | | | 816C2: | | | | | | | | | | |  Vlasaty, | | | | | | | | | | |  dissected------| C |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-2.0: |0.0-2.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |2.0-4.0: |2.0-4.0: |2.5-4.5: | --- | --- | --- | --- |2.5-4.5:  | | | | Wet | Wet | Wet | | | | | Wet  | | --- | --- |4.0-6.7: |4.0-6.7: |4.5-6.7: | --- | --- | --- | --- |4.5-6.7:  | | | | Moist | Moist | Moist | | | | | Moist  | | | | | | | | | | | 826B2: | | | | | | | | | | |  Hersey----------| B |0.0-6.7: |0.0-6.7: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |3.0-4.5: |3.0-4.5: |3.0-4.5: | --- | --- | --- | --- |3.0-4.5:  | | | | Wet | Wet | Wet | | | | | Wet  | | --- | --- |4.5-6.7: |4.5-6.7: |4.5-6.7: | --- | --- | --- | --- |4.5-6.7:  | | | | Moist | Moist | Moist | | | | | Moist  | | | | | | | | | | | 826C2: | | | | | | | | | | |  Hersey----------| B |0.0-6.7: |0.0-6.7: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |3.0-4.5: |3.0-4.5: |3.0-4.5: | --- | --- | --- | --- |3.0-4.5:  | | | | Wet | Wet | Wet | | | | | Wet  | | --- | --- |4.5-6.7: |4.5-6.7: |4.5-6.7: | --- | --- | --- | --- |4.5-6.7:  | | | | Moist | Moist | Moist | | | | | Moist  | | | | | | | | | | | 828B: | | | | | | | | | | |  Vasa------------| C |0.0-6.7: |0.0-6.7: |0.0-1.5: |0.0-1.5: |0.0-1.5: |0.0-1.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |1.5-2.0: |1.5-2.0: |1.5-2.0: |1.5-2.0: | --- | --- | --- |1.5-2.0:  | | | | Wet | Wet | Wet | Wet | | | | Wet  | | --- | --- |2.0-6.7: |2.0-6.7: |2.0-6.7: |2.0-6.7: | --- | --- | --- |2.0-6.7:  | | | | Moist | Moist | Moist | Moist | | | | Moist  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 836B2: | | | | | | | | | | |  Spencer, | | | | | | | | | | |  dissected------| B |0.0-6.7: |0.0-6.7: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |3.0-4.5: |3.0-4.5: |3.0-4.5: | --- | --- | --- | --- |3.0-4.5:  | | | | Wet | Wet | Wet | | | | | Wet  | | --- | --- |4.5-6.7: |4.5-6.7: |4.5-6.7: | --- | --- | --- | --- |4.5-6.7:  | | | | Moist | Moist | Moist | | | | | Moist  | | | | | | | | | | | 836C2: | | | | | | | | | | |  Spencer, | | | | | | | | | | |  dissected------| B |0.0-6.7: |0.0-6.7: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |3.0-4.5: |3.0-4.5: |3.0-4.5: | --- | --- | --- | --- |3.0-4.5:  | | | | Wet | Wet | Wet | | | | | Wet  | | --- | --- |4.5-6.7: |4.5-6.7: |4.5-6.7: | --- | --- | --- | --- |4.5-6.7:  | | | | Moist | Moist | Moist | | | | | Moist  | | | | | | | | | | | 838B: | | | | | | | | | | |  Almena, | | | | | | | | | | |  dissected------| C |0.0-6.7: |0.0-6.7: |0.0-1.5: |0.0-1.5: |0.0-1.5: |0.0-1.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |1.5-2.0: |1.5-2.0: |1.5-2.0: |1.5-2.0: | --- | --- | --- |1.5-2.0:  | | | | Wet | Wet | Wet | Wet | | | | Wet  | | --- | --- |2.0-6.7: |2.0-6.7: |2.0-6.7: |2.0-6.7: | --- | --- | --- |2.0-6.7:  | | | | Moist | Moist | Moist | Moist | | | | Moist  | | | | | | | | | | | 870B2: | | | | | | | | | | |  Santiago, | | | | | | | | | | |  dissected------| 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  | | | | | | | | | | | 870C2: | | | | | | | | | | |  Santiago, | | | | | | | | | | |  dissected------| 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  | | | | | | | | | | | 875B: | | | | | | | | | | |  Amery, dissected| 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  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 875C2: | | | | | | | | | | |  Amery, dissected| 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  | | | | | | | | | | | 875D: | | | | | | | | | | |  Amery, dissected| 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  | | | | | | | | | | | 1125F: | | | | | | | | | | |  Dorerton--------| B |0.0-5.0: |0.0-5.0: |0.0-5.0: |0.0-5.0: |0.0-5.0: |0.0-5.0: |0.0-5.0: |0.0-5.0: |0.0-5.0: |0.0-5.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  Elbaville-------| B |0.0-5.0: |0.0-5.0: |0.0-5.0: |0.0-5.0: |0.0-5.0: |0.0-5.0: |0.0-5.0: |0.0-5.0: |0.0-5.0: |0.0-5.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | | 1145F: | | | | | | | | | | |  Gaphill---------| B |0.0-4.7: |0.0-4.7: |0.0-4.7: |0.0-4.7: |0.0-4.7: |0.0-4.7: |0.0-4.7: |0.0-4.7: |0.0-4.7: |0.0-4.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  Rockbluff-------| A |0.0-4.3: |0.0-4.3: |0.0-4.3: |0.0-4.3: |0.0-4.3: |0.0-4.3: |0.0-1.0: |0.0-1.0: |0.0-4.3: |0.0-4.3:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-4.3: |2.0-4.3: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 1224F: | | | | | | | | | | |  Boone-----------| A |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-1.0: |0.0-1.0: |0.0-2.9: |0.0-2.9:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-2.9: |2.0-2.9: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | |  Elevasil--------| B |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 1233F: | | | | | | | | | | |  Boone-----------| A |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-2.9: |0.0-1.0: |0.0-1.0: |0.0-2.9: |0.0-2.9:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-2.9: |2.0-2.9: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | |  Tarr------------| 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: |0.0-1.0: |0.0-6.7: |0.0-6.7:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 1275F: | | | | | | | | | | |  Hayriver--------| B |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-2.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | |  Twinmound-------| A |0.0-2.2: |0.0-2.2: |0.0-2.2: |0.0-2.2: |0.0-2.2: |0.0-2.2: |0.0-1.0: |0.0-1.0: |0.0-2.2: |0.0-2.2:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.0: |1.0-2.0: | --- | ---  | | | | | | | | Dry | Dry | |  | | --- | --- | --- | --- | --- | --- |2.0-2.2: |2.0-2.2: | --- | ---  | | | | | | | | Moist | Moist | |  | | | | | | | | | | | 1648A: | | | | | | | | | | |  Northbend-------| C |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-1.5: |0.0-1.5: |0.0-1.5: |0.0-3.0: |0.0-3.0: |0.0-2.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |2.5-6.7: |2.5-6.7: |2.5-6.7: |1.5-6.7: |1.5-6.7: |1.5-6.7: |3.0-6.7: |3.0-6.7: |2.5-6.7: |2.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | |  Ettrick, | | | | | | | | | | |  flood plain, | | | | | | | | | | |  undrained------| 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: |0.0-1.0: |0.0-1.5: |0.0-1.0: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: |1.0-6.7: | ---  | | | | | | | | Wet | Wet | Wet |  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | 1658A: | | | | | | | | | | |  Algansee--------| C |0.0-2.5: |0.0-2.5: |0.0-2.5: |0.0-1.5: |0.0-1.5: |0.0-2.5: |0.0-3.0: |0.0-3.0: |0.0-2.5: |0.0-2.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | |2.5-6.7: |2.5-6.7: |2.5-6.7: |1.5-6.7: |1.5-6.7: |2.5-6.7: |3.0-6.7: |3.0-6.7: |2.5-6.7: |2.5-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | |  Kalmarville, | | | | | | | | | | |  undrained------| 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: |0.0-1.0: |0.0-1.5: |0.0-1.0: |0.0-6.7:  | | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: |1.0-6.7: | ---  | | | | | | | | Wet | Wet | Wet |  | | | | | | | | | | | 2002. | | | | | | | | | | |  Udorthents, | | | | | | | | | | |  earthen dams | | | | | | | | | | |  | | | | | | | | | | | 2003A. | | | | | | | | | | |  Riverwash | | | | | | | | | | |  | | | | | | | | | | | 2013. | | | | | | | | | | |  Pits, gravel | | | | | | | | | | |  | | | | | | | | | | | 2014. | | | | | | | | | | |  Pits, quarry, | | | | | | | | | | |  hard bedrock | | | | | | | | | | |  | | | | | | | | | | | 2016. | | | | | | | | | | |  Pits, quarry, | | | | | | | | | | |  soft bedrock | | | | | | | | | | |  | | | | | | | | | | | 2030: | | | | | | | | | | |  Udorthents, cut | | | | | | | | | | |  or fill. | | | | | | | | | | |  | | | | | | | | | | |  Udipsamments, | | | | | | | | | | |  cut or fill. | | | | | | | | | | |  | | | | | | | | | | | 2050. | | | | | | | | | | |  Landfill | | | | | | | | | | |  | | | | | | | | | | |  See footnote at end of table.
Table 27.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  soil name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | M-W. | | | | | | | | | | |  Miscellaneous | | | | | | | | | | |  water | | | | | | | | | | |  | | | | | | | | | | | W. | | | | | | | | | | |  Water | | | | | | | | | | |  | | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 * The moisture status is transitory at about the indicated depth.
Table 28.--Flooding Frequency and Duration (See text for definitions of terms used in this table. Absence of an entry indicates that data were not estim

_______________________________________________________________________________________________________________________________ | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 11A: | | | | | | | | | |  Markey, | | | | | | | | | |  flood plain, | | | | | | | | | |  undrained------|Rare |Rare |Frequent |Frequent |Frequent |Frequent |Rare |Rare |Occasional|Rare  | Brief | Brief | Long | Long | Long | Long | Brief | Brief | Long | Brief  | | | | | | | | | | 20A: | | | | | | | | | |  Palms, undrained|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Houghton, | | | | | | | | | |  undrained------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 40A: | | | | | | | | | |  Markey, | | | | | | | | | |  undrained------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Seelyeville, | | | | | | | | | |  undrained------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 45A: | | | | | | | | | |  Seelyeville, | | | | | | | | | |  undrained------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Cathro, | | | | | | | | | |  undrained------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 101B: | | | | | | | | | |  Menahga, valley | | | | | | | | | |  train----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 101C: | | | | | | | | | |  Menahga, valley | | | | | | | | | |  train----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 101E: | | | | | | | | | |  Menahga, valley | | | | | | | | | |  train----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 115B2: | | | | | | | | | |  Seaton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 28.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 115C2: | | | | | | | | | |  Seaton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 115D2: | | | | | | | | | |  Seaton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 115E2: | | | | | | | | | |  Seaton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 116C2: | | | | | | | | | |  Churchtown------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 116D2: | | | | | | | | | |  Churchtown------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 116E2: | | | | | | | | | |  Churchtown------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 125B2: | | | | | | | | | |  Pepin-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 125C2: | | | | | | | | | |  Pepin-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 125D2: | | | | | | | | | |  Pepin-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 125E2: | | | | | | | | | |  Pepin-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 135C2: | | | | | | | | | |  Wickware--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 135D2: | | | | | | | | | |  Wickware--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 135E2: | | | | | | | | | |  Wickware--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 136B: | | | | | | | | | |  Doritty---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 136C2: | | | | | | | | | |  Doritty---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 28.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 144B2: | | | | | | | | | |  NewGlarus-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 144C2: | | | | | | | | | |  NewGlarus-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 144D2: | | | | | | | | | |  NewGlarus-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 144E2: | | | | | | | | | |  NewGlarus-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 161E: | | | | | | | | | |  Fivepoints------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 208A: | | | | | | | | | |  Siouxcreek------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 213B2: | | | | | | | | | |  Hixton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 213C2: | | | | | | | | | |  Hixton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 224B: | | | | | | | | | |  Elevasil--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 224C2: | | | | | | | | | |  Elevasil--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 224D2: | | | | | | | | | |  Elevasil--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 224E2: | | | | | | | | | |  Elevasil--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 233C: | | | | | | | | | |  Boone-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 243B2: | | | | | | | | | |  Hixton, thin | | | | | | | | | |  solum----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 243C2: | | | | | | | | | |  Hixton, thin | | | | | | | | | |  solum----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 28.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 244B: | | | | | | | | | |  Elkmound--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 244C2: | | | | | | | | | |  Elkmound--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 244D2: | | | | | | | | | |  Elkmound--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 254B2: | | | | | | | | | |  Norden----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 254C2: | | | | | | | | | |  Norden----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 254D2: | | | | | | | | | |  Norden----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 254E2: | | | | | | | | | |  Norden----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 254F: | | | | | | | | | |  Norden----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 255B2: | | | | | | | | | |  Urne------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 255C2: | | | | | | | | | |  Urne------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 255D2: | | | | | | | | | |  Urne------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 255E2: | | | | | | | | | |  Urne------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 255F: | | | | | | | | | |  Urne------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 265B: | | | | | | | | | |  Garne-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 265C: | | | | | | | | | |  Garne-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 28.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 266B: | | | | | | | | | |  Hiles-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 268A: | | | | | | | | | |  Kert------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 269A: | | | | | | | | | |  Veedum, | | | | | | | | | |  undrained------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 273B2: | | | | | | | | | |  Dobie-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Hixton, frigid--|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 273C2: | | | | | | | | | |  Dobie-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Hixton, frigid--|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 273D2: | | | | | | | | | |  Dobie-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Hixton, frigid--|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 273E2: | | | | | | | | | |  Dobie-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Hixton, frigid--|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 275B2: | | | | | | | | | |  Hayriver--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Elevasil, frigid|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 275C2: | | | | | | | | | |  Hayriver--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Elevasil, frigid|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 275D2: | | | | | | | | | |  Hayriver--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Elevasil, frigid|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 28.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 276B: | | | | | | | | | |  Humbird, loamy | | | | | | | | | |  subsoil--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 278A: | | | | | | | | | |  Merrillan, loamy| | | | | | | | | |  subsoil--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 282C: | | | | | | | | | |  Twinmound-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 282F: | | | | | | | | | |  Twinmound-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 313D2: | | | | | | | | | |  Plumcreek-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 313F: | | | | | | | | | |  Plumcreek-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 316B2: | | | | | | | | | |  Ella------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 316C2: | | | | | | | | | |  Ella------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 318A: | | | | | | | | | |  Bearpen---------|None |None |Rare |Rare |Rare |Rare |Rare |Rare |Rare |Rare  | | | Very | Very | Very | Very | Very | Very | Very | Very  | | | brief | brief | brief | brief | brief | brief | brief | brief  | | | | | | | | | | 349A: | | | | | | | | | |  Rib, valley | | | | | | | | | |  train, | | | | | | | | | |  undrained------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 378A: | | | | | | | | | |  Poskin, valley | | | | | | | | | |  train----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 403A: | | | | | | | | | |  Dakota----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 413A: | | | | | | | | | |  Rasset----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 28.--Flooding Frequency and Duration--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 413B: | | | | | | | | | |  Rasset----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 416A: | | | | | | | | | |  Menomin---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 423A: | | | | | | | | | |  Meridian--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 423B2: | | | | | | | | | |  Meridian--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 423C2: | | | | | | | | | |  Meridian--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 428A: | | | | | | | | | |  Shiffer---------|None |None |Rare |Rare |Rare |Rare |None |None |None |None  | | | Very | Very | Very | Very | | | |  | | | brief | brief | brief | brief | | | |  | | | | | | | | | | 429A: | | | | | | | | | |  Lows, undrained |None |None |Rare |Rare |Rare |Rare |Rare |Rare |Rare |Rare  | | | Very | Very | Very | Very | Very | Very | Very | Very  | | | brief | brief | brief | brief | brief | brief | brief | brief  | | | | | | | | | | 432A: | | | | | | | | | |  Kevilar---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 432B: | | | | | | | | | |  Kevilar---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 432C2: | | | | | | | | | |  Kevilar---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 432D2: | | | | | | | | | |  Kevilar---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 433A: | | | | | | | | | |  Forkhorn--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 433B: | | | | | | | | | |  Forkhorn--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 433C2: | | | | | | | | | |  Forkhorn--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 28.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 433D2: | | | | | | | | | |  Forkhorn--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 434B: | | | | | | | | | |  Bilson----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 436A: | | | | | | | | | |  Rusktown--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 438A: | | | | | | | | | |  Hoopeston-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 453A: | | | | | | | | | |  Burkhardt-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 453B: | | | | | | | | | |  Burkhardt-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 454B: | | | | | | | | | |  Chetek, kame | | | | | | | | | |  terrace--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 454C2: | | | | | | | | | |  Chetek, kame | | | | | | | | | |  terrace--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 454D2: | | | | | | | | | |  Chetek, kame | | | | | | | | | |  terrace--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 454E: | | | | | | | | | |  Chetek, kame | | | | | | | | | |  terrace--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 468A: | | | | | | | | | |  Oesterle, valley| | | | | | | | | |  train----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 501A: | | | | | | | | | |  Finchford-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 501B: | | | | | | | | | |  Finchford-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 502B2: | | | | | | | | | |  Chelsea---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 28.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 502C2: | | | | | | | | | |  Chelsea---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 506A: | | | | | | | | | |  Komro-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 508A: | | | | | | | | | |  Farrington------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 510B: | | | | | | | | | |  Boplain---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 510C: | | | | | | | | | |  Boplain---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 511A: | | | | | | | | | |  Plainfield------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 511B: | | | | | | | | | |  Plainfield------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 511C: | | | | | | | | | |  Plainfield------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 511F: | | | | | | | | | |  Plainfield------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 512B: | | | | | | | | | |  Drammen---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 512C: | | | | | | | | | |  Drammen---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 512D: | | | | | | | | | |  Drammen---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 516A: | | | | | | | | | |  Aldo------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 546A: | | | | | | | | | |  Prissel---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 546B: | | | | | | | | | |  Prissel---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 28.--Flooding Frequency and Duration--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 546C: | | | | | | | | | |  Prissel---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 546F: | | | | | | | | | |  Prissel---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 555A: | | | | | | | | | |  Fordum, | | | | | | | | | |  frequently | | | | | | | | | |  flooded--------|Rare |Rare |Occasional|Frequent |Frequent |Occasional|Rare |Rare |Occasional|Occasional | Brief | Brief | Brief | Long | Long | Brief | Brief | Brief | Brief | Brief  | | | | | | | | | | 561B: | | | | | | | | | |  Tarr------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 566A: | | | | | | | | | |  Tint------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 573B: | | | | | | | | | |  Plainbo, sand | | | | | | | | | |  sheet----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 573C: | | | | | | | | | |  Plainbo, sand | | | | | | | | | |  sheet----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 588A: | | | | | | | | | |  Meehan, valley | | | | | | | | | |  train----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 589A: | | | | | | | | | |  Newson, | | | | | | | | | |  undrained------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 601C: | | | | | | | | | |  Beavercreek-----|Rare |Rare |Occasional|Occasional|Occasional|Rare |Rare |Rare |Rare |Occasional | Extremely| Extremely| Very | Very | Very | Extremely| Extremely| Extremely| Extremely| Very  | brief | brief | brief | brief | brief | brief | brief | brief | brief | brief  | | | | | | | | | | 616B: | | | | | | | | | |  Chaseburg-------|Rare |Rare |Occasional|Occasional|Occasional|Occasional|Rare |Rare |Rare |Occasional | Extremely| Extremely| Extremely| Extremely| Extremely| Extremely| Extremely| Extremely| Extremely| Extremely | brief | brief | brief | brief | brief | brief | brief | brief | brief | brief  | | | | | | | | | | 
Table 28.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 619A: | | | | | | | | | |  Vancecreek, | | | | | | | | | |  undrained------|Rare |Occasional|Frequent |Frequent |Frequent |Occasional|Occasional|Occasional|Occasional|Occasional | Very | Brief | Brief | Brief | Brief | Brief | Very | Very | Very | Very  | brief | | | | | | brief | brief | brief | brief  | | | | | | | | | | 626A: | | | | | | | | | |  Arenzville------|Rare |Rare |Occasional|Occasional|Occasional|Occasional|Rare |Rare |Rare |Occasional | Very | Very | Very | Very | Very | Very | Very | Very | Very | Very  | brief | brief | brief | brief | brief | brief | brief | brief | brief | brief  | | | | | | | | | | 628A: | | | | | | | | | |  Orion-----------|Rare |Rare |Occasional|Occasional|Occasional|Occasional|Rare |Rare |Rare |Occasional | Very | Very | Brief | Brief | Brief | Brief | Very | Very | Very | Brief  | brief | brief | | | | | brief | brief | brief |  | | | | | | | | | | 629A: | | | | | | | | | |  Ettrick, | | | | | | | | | |  undrained------|Rare |Occasional|Frequent |Frequent |Frequent |Occasional|Occasional|Occasional|Occasional|Occasional | Very | Brief | Brief | Brief | Brief | Brief | Very | Very | Very | Very  | brief | | | | | | brief | brief | brief | brief  | | | | | | | | | | 636A: | | | | | | | | | |  Quarderer-------|Rare |Rare |Occasional|Occasional|Occasional|Occasional|Rare |Rare |Rare |Occasional | Very | Very | Very | Very | Very | Very | Very | Very | Very | Very  | brief | brief | brief | brief | brief | brief | brief | brief | brief | brief  | | | | | | | | | | 646A: | | | | | | | | | |  Dunnbot---------|Very rare |Rare |Occasional|Occasional|Rare |Rare |Very rare |Very rare |Very rare |Very rare  | Very | Very | Very | Very | Very | Very | Very | Very | Very | Very  | brief | brief | brief | brief | brief | brief | brief | brief | brief | brief  | | | | | | | | | | 656A: | | | | | | | | | |  Scotah----------|Very rare |Rare |Occasional|Occasional|Occasional|Rare |Rare |Very rare |Very rare |Very rare  | Very | Very | Very | Very | Very | Very | Very | Very | Very | Very  | brief | brief | brief | brief | brief | brief | brief | brief | brief | brief  | | | | | | | | | | 766A: | | | | | | | | | |  Moppet, | | | | | | | | | |  occasionally | | | | | | | | | |  flooded--------|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  | | | | | | | | | | 
Table 28.--Flooding Frequency and Duration--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 804B2: | | | | | | | | | |  Arland, | | | | | | | | | |  dissected------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 804C2: | | | | | | | | | |  Arland, | | | | | | | | | |  dissected------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 804D: | | | | | | | | | |  Arland, | | | | | | | | | |  dissected------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 814D2: | | | | | | | | | |  Renova, | | | | | | | | | |  dissected------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 816B2: | | | | | | | | | |  Vlasaty, | | | | | | | | | |  dissected------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 816C2: | | | | | | | | | |  Vlasaty, | | | | | | | | | |  dissected------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 826B2: | | | | | | | | | |  Hersey----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 826C2: | | | | | | | | | |  Hersey----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 828B: | | | | | | | | | |  Vasa------------|None |None |None |Rare |Rare |None |None |None |None |None  | | | | | | | | | | 836B2: | | | | | | | | | |  Spencer, | | | | | | | | | |  dissected------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 836C2: | | | | | | | | | |  Spencer, | | | | | | | | | |  dissected------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 838B: | | | | | | | | | |  Almena, | | | | | | | | | |  dissected------|None |None |None |Rare |Rare |None |None |None |None |None  | | | | | | | | | | 
Table 28.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 870B2: | | | | | | | | | |  Santiago, | | | | | | | | | |  dissected------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 870C2: | | | | | | | | | |  Santiago, | | | | | | | | | |  dissected------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 875B: | | | | | | | | | |  Amery, dissected|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 875C2: | | | | | | | | | |  Amery, dissected|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 875D: | | | | | | | | | |  Amery, dissected|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1125F: | | | | | | | | | |  Dorerton--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Elbaville-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1145F: | | | | | | | | | |  Gaphill---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rockbluff-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1224F: | | | | | | | | | |  Boone-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Elevasil--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1233F: | | | | | | | | | |  Boone-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Tarr------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1275F: | | | | | | | | | |  Hayriver--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Twinmound-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 28.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 1648A: | | | | | | | | | |  Northbend-------|Very rare |Very rare |Frequent |Frequent |Frequent |Frequent |Rare |Very rare |Occasional|Rare  | Very | Very | Long | Long | Long | Long | Very | Very | Brief | Very  | brief | brief | | | | | brief | brief | | brief  | | | | | | | | | |  Ettrick, | | | | | | | | | |  flood plain, | | | | | | | | | |  undrained------|Very rare |Very rare |Frequent |Frequent |Frequent |Frequent |Rare |Very rare |Occasional|Rare  | Brief | Brief | Long | Long | Long | Long | Brief | Brief | Long | Brief  | | | | | | | | | | 1658A: | | | | | | | | | |  Algansee--------|Very rare |Very rare |Frequent |Frequent |Frequent |Frequent |Rare |Very rare |Occasional|Rare  | Very | Very | Long | Long | Long | Long | Very | Very | Brief | Very  | brief | brief | | | | | brief | brief | | brief  | | | | | | | | | |  Kalmarville, | | | | | | | | | |  undrained------|Very rare |Very rare |Frequent |Frequent |Frequent |Frequent |Rare |Very rare |Occasional|Rare  | Brief | Brief | Long | Long | Long | Long | Brief | Brief | Long | Brief  | | | | | | | | | | 2002. | | | | | | | | | |  Udorthents, | | | | | | | | | |  earthen dams | | | | | | | | | |  | | | | | | | | | | 2003A. | | | | | | | | | |  Riverwash | | | | | | | | | |  | | | | | | | | | | 2013. | | | | | | | | | |  Pits, gravel | | | | | | | | | |  | | | | | | | | | | 2014. | | | | | | | | | |  Pits, quarry, | | | | | | | | | |  hard bedrock | | | | | | | | | |  | | | | | | | | | | 2016. | | | | | | | | | |  Pits, quarry, | | | | | | | | | |  soft bedrock | | | | | | | | | |  | | | | | | | | | | 2030: | | | | | | | | | |  Udorthents, cut | | | | | | | | | |  or fill. | | | | | | | | | |  | | | | | | | | | |  Udipsamments, | | | | | | | | | |  cut or fill. | | | | | | | | | |  | | | | | | | | | | 
Table 28.--Flooding Frequency and Duration--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 2050. | | | | | | | | | |  Landfill | | | | | | | | | |  | | | | | | | | | | M-W. | | | | | | | | | |  Miscellaneous | | | | | | | | | |  water | | | | | | | | | |  | | | | | | | | | | W. | | | | | | | | | |  Water | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________

_
Table 29.--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 | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 11A: | | | | | | | | | |  Markey, | | | | | | | | | |  flood plain, | | | | | | | | | |  undrained------|Occasional|Occasional|Frequent |Frequent |Frequent |Frequent |Occasional|Occasional|Occasional|Frequent  | Very long| Very long| Very long| Very long| Very long| Long | Brief | Brief | Long | Very long | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth:  | 0.3 | 0.3 | 0.5 | 0.5 | 0.5 | 0.3 | 0.3 | 0.3 | 0.3 | 0.5  | | | | | | | | | | 20A: | | | | | | | | | |  Palms, undrained|Occasional|Occasional|Frequent |Frequent |Frequent |Occasional|Occasional|Occasional|Occasional|Frequent  | Very long| Very long| Very long| Very long| Very long| Long | Brief | Brief | Long | Very long | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth:  | 0.3 | 0.3 | 0.5 | 0.5 | 0.5 | 0.3 | 0.3 | 0.3 | 0.3 | 0.5  | | | | | | | | | |  Houghton, | | | | | | | | | |  undrained------|Frequent |Frequent |Frequent |Frequent |Frequent |Frequent |Occasional|Occasional|Frequent |Frequent  | Very long| Very long| Very long| Very long| Very long| Very long| Long | Long | Very long| Very long | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth:  | 0.5 | 0.5 | 1.0 | 1.0 | 1.0 | 1.0 | 0.5 | 0.5 | 1.0 | 1.0  | | | | | | | | | | 40A: | | | | | | | | | |  Markey, | | | | | | | | | |  undrained------|Occasional|Occasional|Frequent |Frequent |Frequent |Occasional|Occasional|Occasional|Occasional|Frequent  | Very long| Very long| Very long| Very long| Very long| Long | Brief | Brief | Long | Very long | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth:  | 0.3 | 0.3 | 0.5 | 0.5 | 0.5 | 0.3 | 0.3 | 0.3 | 0.3 | 0.5  | | | | | | | | | |  Seelyeville, | | | | | | | | | |  undrained------|Frequent |Frequent |Frequent |Frequent |Frequent |Frequent |Occasional|Occasional|Frequent |Frequent  | Very long| Very long| Very long| Very long| Very long| Very long| Long | Long | Very long| Very long | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth:  | 0.5 | 0.5 | 1.0 | 1.0 | 1.0 | 1.0 | 0.5 | 0.5 | 1.0 | 1.0  | | | | | | | | | | 45A: | | | | | | | | | |  Seelyeville, | | | | | | | | | |  undrained------|Frequent |Frequent |Frequent |Frequent |Frequent |Frequent |Occasional|Occasional|Frequent |Frequent  | Very long| Very long| Very long| Very long| Very long| Very long| Long | Long | Very long| Very long | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth:  | 0.5 | 0.5 | 1.0 | 1.0 | 1.0 | 1.0 | 0.5 | 0.5 | 1.0 | 1.0  | | | | | | | | | | 
Table 29.--Ponding Frequency, Duration, and Depth--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 45A: | | | | | | | | | |  Cathro, | | | | | | | | | |  undrained------|Occasional|Occasional|Frequent |Frequent |Frequent |Occasional|Occasional|Occasional|Occasional|Frequent  | Very long| Very long| Very long| Very long| Very long| Long | Brief | Brief | Long | Very long | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth:  | 0.3 | 0.3 | 0.5 | 0.5 | 0.5 | 0.3 | 0.3 | 0.3 | 0.3 | 0.5  | | | | | | | | | | 101B: | | | | | | | | | |  Menahga, valley | | | | | | | | | |  train----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 101C: | | | | | | | | | |  Menahga, valley | | | | | | | | | |  train----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 101E: | | | | | | | | | |  Menahga, valley | | | | | | | | | |  train----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 115B2: | | | | | | | | | |  Seaton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 115C2: | | | | | | | | | |  Seaton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 115D2: | | | | | | | | | |  Seaton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 115E2: | | | | | | | | | |  Seaton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 116C2: | | | | | | | | | |  Churchtown------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 116D2: | | | | | | | | | |  Churchtown------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 116E2: | | | | | | | | | |  Churchtown------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 125B2: | | | | | | | | | |  Pepin-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 125C2: | | | | | | | | | |  Pepin-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 29.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 125D2: | | | | | | | | | |  Pepin-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 125E2: | | | | | | | | | |  Pepin-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 135C2: | | | | | | | | | |  Wickware--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 135D2: | | | | | | | | | |  Wickware--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 135E2: | | | | | | | | | |  Wickware--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 136B: | | | | | | | | | |  Doritty---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 136C2: | | | | | | | | | |  Doritty---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 144B2: | | | | | | | | | |  NewGlarus-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 144C2: | | | | | | | | | |  NewGlarus-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 144D2: | | | | | | | | | |  NewGlarus-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 144E2: | | | | | | | | | |  NewGlarus-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 161E: | | | | | | | | | |  Fivepoints------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 208A: | | | | | | | | | |  Siouxcreek------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 213B2: | | | | | | | | | |  Hixton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 213C2: | | | | | | | | | |  Hixton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 29.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 224B: | | | | | | | | | |  Elevasil--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 224C2: | | | | | | | | | |  Elevasil--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 224D2: | | | | | | | | | |  Elevasil--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 224E2: | | | | | | | | | |  Elevasil--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 233C: | | | | | | | | | |  Boone-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 243B2: | | | | | | | | | |  Hixton, thin | | | | | | | | | |  solum----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 243C2: | | | | | | | | | |  Hixton, thin | | | | | | | | | |  solum----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 244B: | | | | | | | | | |  Elkmound--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 244C2: | | | | | | | | | |  Elkmound--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 244D2: | | | | | | | | | |  Elkmound--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 254B2: | | | | | | | | | |  Norden----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 254C2: | | | | | | | | | |  Norden----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 254D2: | | | | | | | | | |  Norden----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 254E2: | | | | | | | | | |  Norden----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 254F: | | | | | | | | | |  Norden----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 29.--Ponding Frequency, Duration, and Depth--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 255B2: | | | | | | | | | |  Urne------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 255C2: | | | | | | | | | |  Urne------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 255D2: | | | | | | | | | |  Urne------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 255E2: | | | | | | | | | |  Urne------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 255F: | | | | | | | | | |  Urne------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 265B: | | | | | | | | | |  Garne-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 265C: | | | | | | | | | |  Garne-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 266B: | | | | | | | | | |  Hiles-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 268A: | | | | | | | | | |  Kert------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 269A: | | | | | | | | | |  Veedum, | | | | | | | | | |  undrained------|Occasional|Occasional|Frequent |Frequent |Frequent |Frequent |Occasional|Occasional|Occasional|Occasional | Brief | Brief | Long | Long | Long | Brief | Brief | Brief | Brief | Brief  | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth:  | 0.3 | 0.3 | 0.5 | 0.5 | 0.5 | 0.3 | 0.3 | 0.3 | 0.3 | 0.3  | | | | | | | | | | 273B2: | | | | | | | | | |  Dobie-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Hixton, frigid--|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 273C2: | | | | | | | | | |  Dobie-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Hixton, frigid--|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 29.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 273D2: | | | | | | | | | |  Dobie-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Hixton, frigid--|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 273E2: | | | | | | | | | |  Dobie-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Hixton, frigid--|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 275B2: | | | | | | | | | |  Hayriver--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Elevasil, frigid|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 275C2: | | | | | | | | | |  Hayriver--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Elevasil, frigid|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 275D2: | | | | | | | | | |  Hayriver--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Elevasil, frigid|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 276B: | | | | | | | | | |  Humbird, loamy | | | | | | | | | |  subsoil--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 278A: | | | | | | | | | |  Merrillan, loamy| | | | | | | | | |  subsoil--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 282C: | | | | | | | | | |  Twinmound-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 282F: | | | | | | | | | |  Twinmound-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 313D2: | | | | | | | | | |  Plumcreek-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 313F: | | | | | | | | | |  Plumcreek-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 29.--Ponding Frequency, Duration, and Depth--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 316B2: | | | | | | | | | |  Ella------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 316C2: | | | | | | | | | |  Ella------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 318A: | | | | | | | | | |  Bearpen---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 349A: | | | | | | | | | |  Rib, valley | | | | | | | | | |  train, | | | | | | | | | |  undrained------|Occasional|Occasional|Frequent |Frequent |Frequent |Frequent |Occasional|Occasional|Occasional|Occasional | Brief | Brief | Long | Long | Long | Brief | Brief | Brief | Brief | Brief  | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth:  | 0.3 | 0.3 | 0.5 | 0.5 | 0.5 | 0.3 | 0.3 | 0.3 | 0.3 | 0.3  | | | | | | | | | | 378A: | | | | | | | | | |  Poskin, valley | | | | | | | | | |  train----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 403A: | | | | | | | | | |  Dakota----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 413A: | | | | | | | | | |  Rasset----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 413B: | | | | | | | | | |  Rasset----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 416A: | | | | | | | | | |  Menomin---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 423A: | | | | | | | | | |  Meridian--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 423B2: | | | | | | | | | |  Meridian--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 423C2: | | | | | | | | | |  Meridian--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 428A: | | | | | | | | | |  Shiffer---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 29.--Ponding Frequency, Duration, and Depth--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October |  and | | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________| 

_

 | | | | | | | | | | | 429A: | | | | | | | | | | |  Lows, undrained |Occasional|Occasional|Frequent |Frequent |Frequent |Occasional|Rare |Rare |Rare |Occasional| | Brief | Brief | Long | Long | Brief | Brief | Very | Very | Very | Brief |  | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | brief | brief | brief | Depth: |  | 0.3 | 0.3 | 0.5 | 0.5 | 0.5 | 0.3 | Depth: | Depth: | Depth: | 0.3 |  | | | | | | | 0.3 | 0.3 | 0.3 | |  | | | | | | | | | | | 432A: | | | | | | | | | | |  Kevilar---------|None |None |None |None |None |None |None |None |None |None | | | | | | | | | | | | 432B: | | | | | | | | | | |  Kevilar---------|None |None |None |None |None |None |None |None |None |None | | | | | | | | | | | | 432C2: | | | | | | | | | | |  Kevilar---------|None |None |None |None |None |None |None |None |None |None | | | | | | | | | | | | 432D2: | | | | | | | | | | |  Kevilar---------|None |None |None |None |None |None |None |None |None |None | | | | | | | | | | | | 433A: | | | | | | | | | | |  Forkhorn--------|None |None |None |None |None |None |None |None |None |None | | | | | | | | | | | | 433B: | | | | | | | | | | |  Forkhorn--------|None |None |None |None |None |None |None |None |None |None | | | | | | | | | | | | 433C2: | | | | | | | | | | |  Forkhorn--------|None |None |None |None |None |None |None |None |None |None | | | | | | | | | | | | 433D2: | | | | | | | | | | |  Forkhorn--------|None |None |None |None |None |None |None |None |None |None | | | | | | | | | | | | 434B: | | | | | | | | | | |  Bilson----------|None |None |None |None |None |None |None |None |None |None | | | | | | | | | | | | 436A: | | | | | | | | | | |  Rusktown--------|None |None |None |None |None |None |None |None |None |None | | | | | | | | | | | | 438A: | | | | | | | | | | |  Hoopeston-------|None |None |None |None |None |None |None |None |None |None | | | | | | | | | | | | 453A: | | | | | | | | | | |  Burkhardt-------|None |None |None |None |None |None |None |None |None |None | | | | | | | | | | | | 453B: | | | | | | | | | | |  Burkhardt-------|None |None |None |None |None |None |None |None |None |None | | | | | | | | | | | | 
Table 29.--Ponding Frequency, Duration, and Depth--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 454B: | | | | | | | | | |  Chetek, kame | | | | | | | | | |  terrace--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 454C2: | | | | | | | | | |  Chetek, kame | | | | | | | | | |  terrace--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 454D2: | | | | | | | | | |  Chetek, kame | | | | | | | | | |  terrace--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 454E: | | | | | | | | | |  Chetek, kame | | | | | | | | | |  terrace--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 468A: | | | | | | | | | |  Oesterle, valley| | | | | | | | | |  train----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 501A: | | | | | | | | | |  Finchford-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 501B: | | | | | | | | | |  Finchford-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 502B2: | | | | | | | | | |  Chelsea---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 502C2: | | | | | | | | | |  Chelsea---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 506A: | | | | | | | | | |  Komro-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 508A: | | | | | | | | | |  Farrington------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 510B: | | | | | | | | | |  Boplain---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 510C: | | | | | | | | | |  Boplain---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 511A: | | | | | | | | | |  Plainfield------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 29.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 511B: | | | | | | | | | |  Plainfield------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 511C: | | | | | | | | | |  Plainfield------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 511F: | | | | | | | | | |  Plainfield------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 512B: | | | | | | | | | |  Drammen---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 512C: | | | | | | | | | |  Drammen---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 512D: | | | | | | | | | |  Drammen---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 516A: | | | | | | | | | |  Aldo------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 546A: | | | | | | | | | |  Prissel---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 546B: | | | | | | | | | |  Prissel---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 546C: | | | | | | | | | |  Prissel---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 546F: | | | | | | | | | |  Prissel---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 555A: | | | | | | | | | |  Fordum, | | | | | | | | | |  frequently | | | | | | | | | |  flooded--------|None |None |None |Frequent |Frequent |None |None |None |None |None  | | | | Long | Long | | | | |  | | | | Depth: | Depth: | | | | |  | | | | 0.5 | 0.5 | | | | |  | | | | | | | | | | 561B: | | | | | | | | | |  Tarr------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 29.--Ponding Frequency, Duration, and Depth--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 566A: | | | | | | | | | |  Tint------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 573B: | | | | | | | | | |  Plainbo, sand | | | | | | | | | |  sheet----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 573C: | | | | | | | | | |  Plainbo, sand | | | | | | | | | |  sheet----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 588A: | | | | | | | | | |  Meehan, valley | | | | | | | | | |  train----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 589A: | | | | | | | | | |  Newson, | | | | | | | | | |  undrained------|Occasional|Occasional|Frequent |Frequent |Rare |Rare |Rare |Rare |Rare |Rare  | Brief | Brief | Long | Brief | Very | Very | Very | Very | Very | Brief  | Depth: | Depth: | Depth: | Depth: | brief | brief | brief | brief | brief | Depth:  | 0.3 | 0.3 | 0.5 | 0.5 | Depth: | Depth: | Depth: | Depth: | Depth: | 0.3  | | | | | 0.5 | 0.3 | 0.3 | 0.3 | 0.3 |  | | | | | | | | | | 601C: | | | | | | | | | |  Beavercreek-----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 616B: | | | | | | | | | |  Chaseburg-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 619A: | | | | | | | | | |  Vancecreek, | | | | | | | | | |  undrained------|Occasional|Occasional|Frequent |Frequent |Frequent |Occasional|Occasional|Occasional|Occasional|Occasional | Brief | Brief | Long | Long | Brief | Brief | Brief | Brief | Brief | Brief  | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth:  | 0.3 | 0.3 | 0.5 | 0.5 | 0.5 | 0.3 | 0.3 | 0.3 | 0.3 | 0.3  | | | | | | | | | | 626A: | | | | | | | | | |  Arenzville------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 628A: | | | | | | | | | |  Orion-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 29.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 629A: | | | | | | | | | |  Ettrick, | | | | | | | | | |  undrained------|Rare |Occasional|Frequent |Frequent |Frequent |Occasional|Occasional|Occasional|Occasional|Occasional | Very | Brief | Brief | Brief | Brief | Brief | Very | Very | Very | Very  | brief | Depth: | Depth: | Depth: | Depth: | Depth: | brief | brief | brief | brief  | Depth: | 0.3 | 0.5 | 0.5 | 0.5 | 0.3 | Depth: | Depth: | Depth: | Depth:  | 0.3 | | | | | | 0.3 | 0.3 | 0.3 | 0.3  | | | | | | | | | | 636A: | | | | | | | | | |  Quarderer-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 646A: | | | | | | | | | |  Dunnbot---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 656A: | | | | | | | | | |  Scotah----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 766A: | | | | | | | | | |  Moppet, | | | | | | | | | |  occasionally | | | | | | | | | |  flooded--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 804B2: | | | | | | | | | |  Arland, | | | | | | | | | |  dissected------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 804C2: | | | | | | | | | |  Arland, | | | | | | | | | |  dissected------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 804D: | | | | | | | | | |  Arland, | | | | | | | | | |  dissected------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 814D2: | | | | | | | | | |  Renova, | | | | | | | | | |  dissected------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 816B2: | | | | | | | | | |  Vlasaty, | | | | | | | | | |  dissected------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 816C2: | | | | | | | | | |  Vlasaty, | | | | | | | | | |  dissected------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 29.--Ponding Frequency, Duration, and Depth--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 826B2: | | | | | | | | | |  Hersey----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 826C2: | | | | | | | | | |  Hersey----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 828B: | | | | | | | | | |  Vasa------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 836B2: | | | | | | | | | |  Spencer, | | | | | | | | | |  dissected------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 836C2: | | | | | | | | | |  Spencer, | | | | | | | | | |  dissected------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 838B: | | | | | | | | | |  Almena, | | | | | | | | | |  dissected------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 870B2: | | | | | | | | | |  Santiago, | | | | | | | | | |  dissected------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 870C2: | | | | | | | | | |  Santiago, | | | | | | | | | |  dissected------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 875B: | | | | | | | | | |  Amery, dissected|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 875C2: | | | | | | | | | |  Amery, dissected|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 875D: | | | | | | | | | |  Amery, dissected|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1125F: | | | | | | | | | |  Dorerton--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Elbaville-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1145F: | | | | | | | | | |  Gaphill---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 29.--Ponding Frequency, Duration, and Depth--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 1145F: | | | | | | | | | |  Rockbluff-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1224F: | | | | | | | | | |  Boone-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Elevasil--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1233F: | | | | | | | | | |  Boone-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Tarr------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1275F: | | | | | | | | | |  Hayriver--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Twinmound-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1648A: | | | | | | | | | |  Northbend-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Ettrick, | | | | | | | | | |  flood plain, | | | | | | | | | |  undrained------|Occasional|Occasional|Frequent |Frequent |Frequent |Occasional|Occasional|Occasional|Occasional|Occasional | Brief | Brief | Long | Long | Long | Brief | Brief | Brief | Brief | Brief  | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth:  | 0.3 | 0.3 | 0.5 | 0.5 | 0.5 | 0.3 | 0.3 | 0.3 | 0.3 | 0.3  | | | | | | | | | | 1658A: | | | | | | | | | |  Algansee--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Kalmarville, | | | | | | | | | |  undrained------|Occasional|Occasional|Frequent |Frequent |Frequent |Occasional|Occasional|Occasional|Occasional|Occasional | Brief | Brief | Long | Long | Long | Brief | Brief | Brief | Brief | Brief  | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth:  | 0.3 | 0.3 | 0.5 | 0.5 | 0.5 | 0.3 | 0.3 | 0.3 | 0.3 | 0.3  | | | | | | | | | | 2002. | | | | | | | | | |  Udorthents, | | | | | | | | | |  earthen dams | | | | | | | | | |  | | | | | | | | | | 2003A. | | | | | | | | | |  Riverwash | | | | | | | | | |  | | | | | | | | | | 2013. | | | | | | | | | |  Pits, gravel | | | | | | | | | |  | | | | | | | | | | 
Table 29.--Ponding Frequency, Duration, and Depth--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 2014. | | | | | | | | | |  Pits, quarry, | | | | | | | | | |  hard bedrock | | | | | | | | | |  | | | | | | | | | | 2016. | | | | | | | | | |  Pits, quarry, | | | | | | | | | |  soft bedrock | | | | | | | | | |  | | | | | | | | | | 2030: | | | | | | | | | |  Udorthents, cut | | | | | | | | | |  or fill. | | | | | | | | | |  | | | | | | | | | |  Udipsamments, | | | | | | | | | |  cut or fill. | | | | | | | | | |  | | | | | | | | | | 2050. | | | | | | | | | |  Landfill | | | | | | | | | |  | | | | | | | | | | M-W. | | | | | | | | | |  Miscellaneous | | | | | | | | | |  water | | | | | | | | | |  | | | | | | | | | | W. | | | | | | | | | |  Water | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________

_
Table 30.--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 | U | Kind |to top | Hardness |Initial| Total |frost action| _____________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 11A: | | | | | | |  Markey, flood plain, | | | | | | |  undrained-------------| --- | >80 | --- | 8-25 | 25-50 |High |Hig | | | | | | | 20A: | | | | | | |  Palms, undrained-------| --- | >80 | --- | 8-25 | 25-50 |High |Hig | | | | | | |  Houghton, undrained----| --- | >80 | --- | 25-30 | 40-60 |High |Hig | | | | | | | 40A: | | | | | | |  Markey, undrained------| --- | >80 | --- | 8-25 | 25-50 |High |Hig | | | | | | |  Seelyeville, undrained | --- | >80 | --- | 25-30 | 40-60 |High |Hig | | | | | | | 45A: | | | | | | |  Seelyeville, undrained | --- | >80 | --- | 25-30 | 40-60 |High |Hig | | | | | | |  Cathro, undrained------| --- | >80 | --- | 8-25 | 25-50 |High |Hig | | | | | | | 101B: | | | | | | |  Menahga, valley train--| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 101C: | | | | | | |  Menahga, valley train--| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 101E: | | | | | | |  Menahga, valley train--| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 115B2: | | | | | | |  Seaton-----------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 115C2: | | | | | | |  Seaton-----------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 115D2: | | | | | | |  Seaton-----------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 115E2: | | | | | | |  Seaton-----------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 
Table 30.--Soil Features--Continued _____________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |___ and soil name | | Depth | | | | for | U | Kind |to top | Hardness |Initial| Total |frost action| _____________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 116C2: | | | | | | |  Churchtown-------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 116D2: | | | | | | |  Churchtown-------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 116E2: | | | | | | |  Churchtown-------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 125B2: | | | | | | |  Pepin------------------|Bedrock (lithic) | 45-80 |Indurated | --- | --- |High |Mod | | | | | | | 125C2: | | | | | | |  Pepin------------------|Bedrock (lithic) | 45-80 |Indurated | --- | --- |High |Mod | | | | | | | 125D2: | | | | | | |  Pepin------------------|Bedrock (lithic) | 45-80 |Indurated | --- | --- |High |Mod | | | | | | | 125E2: | | | | | | |  Pepin------------------|Bedrock (lithic) | 45-80 |Indurated | --- | --- |High |Mod | | | | | | | 135C2: | | | | | | |  Wickware---------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 135D2: | | | | | | |  Wickware---------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 135E2: | | | | | | |  Wickware---------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 136B: | | | | | | |  Doritty----------------| --- | >80 | --- | --- | --- |High |Hig | | | | | | | 136C2: | | | | | | |  Doritty----------------| --- | >80 | --- | --- | --- |High |Hig | | | | | | | 144B2: | | | | | | |  NewGlarus--------------|Bedrock (lithic) | 40-60 |Indurated | --- | --- |Moderate |Mod | | | | | | | 144C2: | | | | | | |  NewGlarus--------------|Bedrock (lithic) | 40-60 |Indurated | --- | --- |Moderate |Mod | | | | | | | 144D2: | | | | | | |  NewGlarus--------------|Bedrock (lithic) | 40-60 |Indurated | --- | --- |Moderate |Mod | | | | | | | 
Table 30.--Soil Features--Continued _____________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |___ and soil name | | Depth | | | | for | U | Kind |to top | Hardness |Initial| Total |frost action| _____________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 144E2: | | | | | | |  NewGlarus--------------|Bedrock (lithic) | 40-60 |Indurated | --- | --- |Moderate |Mod | | | | | | | 161E: | | | | | | |  Fivepoints-------------|Bedrock (lithic) | 20-40 |Indurated | --- | --- |Moderate |Mod | | | | | | | 208A: | | | | | | |  Siouxcreek-------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Mod | (paralithic) | | | | | |  | | | | | | | 213B2: | | | | | | |  Hixton-----------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 213C2: | | | | | | |  Hixton-----------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 224B: | | | | | | |  Elevasil---------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 224C2: | | | | | | |  Elevasil---------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 224D2: | | | | | | |  Elevasil---------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 224E2: | | | | | | |  Elevasil---------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 233C: | | | | | | |  Boone------------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Low |Low  | (paralithic) | | | | | |  | | | | | | | 243B2: | | | | | | |  Hixton, thin solum-----|Bedrock | 18-25 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 243C2: | | | | | | |  Hixton, thin solum-----|Bedrock | 18-25 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 
Table 30.--Soil Features--Continued _____________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |___ and soil name | | Depth | | | | for | U | Kind |to top | Hardness |Initial| Total |frost action| _____________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 244B: | | | | | | |  Elkmound---------------|Bedrock | 10-20 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 244C2: | | | | | | |  Elkmound---------------|Bedrock | 10-20 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 244D2: | | | | | | |  Elkmound---------------|Bedrock | 10-20 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 254B2: | | | | | | |  Norden-----------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 254C2: | | | | | | |  Norden-----------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 254D2: | | | | | | |  Norden-----------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 254E2: | | | | | | |  Norden-----------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 254F: | | | | | | |  Norden-----------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 255B2: | | | | | | |  Urne-------------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 255C2: | | | | | | |  Urne-------------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 255D2: | | | | | | |  Urne-------------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 
Table 30.--Soil Features--Continued _____________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |___ and soil name | | Depth | | | | for | U | Kind |to top | Hardness |Initial| Total |frost action| _____________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 255E2: | | | | | | |  Urne-------------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 255F: | | | | | | |  Urne-------------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 265B: | | | | | | |  Garne------------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 265C: | | | | | | |  Garne------------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 266B: | | | | | | |  Hiles------------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Mod | (paralithic) | | | | | |  | | | | | | | 268A: | | | | | | |  Kert-------------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Hig | (paralithic) | | | | | |  | | | | | | | 269A: | | | | | | |  Veedum, undrained------|Bedrock | 20-40 |Weakly cemented | --- | --- |High |Hig | (paralithic) | | | | | |  | | | | | | | 273B2: | | | | | | |  Dobie------------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | |  Hixton, frigid---------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 273C2: | | | | | | |  Dobie------------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | |  Hixton, frigid---------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 
Table 30.--Soil Features--Continued _____________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |___ and soil name | | Depth | | | | for | U | Kind |to top | Hardness |Initial| Total |frost action| _____________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 273D2: | | | | | | |  Dobie------------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | |  Hixton, frigid---------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 273E2: | | | | | | |  Dobie------------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | |  Hixton, frigid---------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 275B2: | | | | | | |  Hayriver---------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | |  Elevasil, frigid-------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 275C2: | | | | | | |  Hayriver---------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | |  Elevasil, frigid-------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 275D2: | | | | | | |  Hayriver---------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | |  Elevasil, frigid-------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 276B: | | | | | | |  Humbird, loamy subsoil |Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Hig | (paralithic) | | | | | |  | | | | | | | 278A: | | | | | | |  Merrillan, loamy | | | | | | |  subsoil---------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Hig | (paralithic) | | | | | |  | | | | | | | 
Table 30.--Soil Features--Continued _____________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |___ and soil name | | Depth | | | | for | U | Kind |to top | Hardness |Initial| Total |frost action| _____________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 282C: | | | | | | |  Twinmound--------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Low |Low  | (paralithic) | | | | | |  | | | | | | | 282F: | | | | | | |  Twinmound--------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Low |Low  | (paralithic) | | | | | |  | | | | | | | 313D2: | | | | | | |  Plumcreek--------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 313F: | | | | | | |  Plumcreek--------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 316B2: | | | | | | |  Ella-------------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 316C2: | | | | | | |  Ella-------------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 318A: | | | | | | |  Bearpen----------------| --- | >80 | --- | --- | --- |High |Hig | | | | | | | 349A: | | | | | | |  Rib, valley train, | | | | | | |  undrained-------------| --- | >80 | --- | --- | --- |High |Hig | | | | | | | 378A: | | | | | | |  Poskin, valley train---| --- | >80 | --- | --- | --- |Moderate |Mod | | | | | | | 403A: | | | | | | |  Dakota-----------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 413A: | | | | | | |  Rasset-----------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 413B: | | | | | | |  Rasset-----------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 416A: | | | | | | |  Menomin----------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 423A: | | | | | | |  Meridian---------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 
Table 30.--Soil Features--Continued _____________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |___ and soil name | | Depth | | | | for | U | Kind |to top | Hardness |Initial| Total |frost action| _____________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 423B2: | | | | | | |  Meridian---------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 423C2: | | | | | | |  Meridian---------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 428A: | | | | | | |  Shiffer----------------| --- | >80 | --- | --- | --- |Moderate |Mod | | | | | | | 429A: | | | | | | |  Lows, undrained--------| --- | >80 | --- | --- | --- |High |Hig | | | | | | | 432A: | | | | | | |  Kevilar----------------| --- | >80 | --- | --- | --- |Moderate |Mod | | | | | | | 432B: | | | | | | |  Kevilar----------------| --- | >80 | --- | --- | --- |Moderate |Mod | | | | | | | 432C2: | | | | | | |  Kevilar----------------| --- | >80 | --- | --- | --- |Moderate |Mod | | | | | | | 432D2: | | | | | | |  Kevilar----------------| --- | >80 | --- | --- | --- |Moderate |Mod | | | | | | | 433A: | | | | | | |  Forkhorn---------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 433B: | | | | | | |  Forkhorn---------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 433C2: | | | | | | |  Forkhorn---------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 433D2: | | | | | | |  Forkhorn---------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 434B: | | | | | | |  Bilson-----------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 436A: | | | | | | |  Rusktown---------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 438A: | | | | | | |  Hoopeston--------------| --- | >80 | --- | --- | --- |Moderate |Mod | | | | | | | 
Table 30.--Soil Features--Continued _____________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |___ and soil name | | Depth | | | | for | U | Kind |to top | Hardness |Initial| Total |frost action| _____________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 453A: | | | | | | |  Burkhardt--------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 453B: | | | | | | |  Burkhardt--------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 454B: | | | | | | |  Chetek, kame terrace---| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 454C2: | | | | | | |  Chetek, kame terrace---| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 454D2: | | | | | | |  Chetek, kame terrace---| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 454E: | | | | | | |  Chetek, kame terrace---| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 468A: | | | | | | |  Oesterle, valley train | --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 501A: | | | | | | |  Finchford--------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 501B: | | | | | | |  Finchford--------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 502B2: | | | | | | |  Chelsea----------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 502C2: | | | | | | |  Chelsea----------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 506A: | | | | | | |  Komro------------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 508A: | | | | | | |  Farrington-------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 510B: | | | | | | |  Boplain----------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Low |Low  | (paralithic) | | | | | |  | | | | | | | 
Table 30.--Soil Features--Continued _____________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |___ and soil name | | Depth | | | | for | U | Kind |to top | Hardness |Initial| Total |frost action| _____________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 510C: | | | | | | |  Boplain----------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Low |Low  | (paralithic) | | | | | |  | | | | | | | 511A: | | | | | | |  Plainfield-------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 511B: | | | | | | |  Plainfield-------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 511C: | | | | | | |  Plainfield-------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 511F: | | | | | | |  Plainfield-------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 512B: | | | | | | |  Drammen----------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 512C: | | | | | | |  Drammen----------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 512D: | | | | | | |  Drammen----------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 516A: | | | | | | |  Aldo-------------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 546A: | | | | | | |  Prissel----------------| --- | >80 | --- | --- | --- |Low |Mod | | | | | | | 546B: | | | | | | |  Prissel----------------| --- | >80 | --- | --- | --- |Low |Mod | | | | | | | 546C: | | | | | | |  Prissel----------------| --- | >80 | --- | --- | --- |Low |Mod | | | | | | | 546F: | | | | | | |  Prissel----------------| --- | >80 | --- | --- | --- |Low |Mod | | | | | | | 555A: | | | | | | |  Fordum, frequently | | | | | | |  flooded---------------| --- | >80 | --- | --- | --- |High |Hig | | | | | | | 
Table 30.--Soil Features--Continued _____________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |___ and soil name | | Depth | | | | for | U | Kind |to top | Hardness |Initial| Total |frost action| _____________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 561B: | | | | | | |  Tarr-------------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 566A: | | | | | | |  Tint-------------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 573B: | | | | | | |  Plainbo, sand sheet----|Bedrock | 20-40 |Weakly cemented | --- | --- |Low |Low  | (paralithic) | | | | | |  | | | | | | | 573C: | | | | | | |  Plainbo, sand sheet----|Bedrock | 20-40 |Weakly cemented | --- | --- |Low |Low  | (paralithic) | | | | | |  | | | | | | | 588A: | | | | | | |  Meehan, valley train---| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 589A: | | | | | | |  Newson, undrained------| --- | >80 | --- | --- | --- |Moderate |Hig | | | | | | | 601C: | | | | | | |  Beavercreek------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 616B: | | | | | | |  Chaseburg--------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 619A: | | | | | | |  Vancecreek, undrained--| --- | >80 | --- | --- | --- |High |Hig | | | | | | | 626A: | | | | | | |  Arenzville-------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 628A: | | | | | | |  Orion------------------| --- | >80 | --- | --- | --- |High |Hig | | | | | | | 629A: | | | | | | |  Ettrick, undrained-----| --- | >80 | --- | --- | --- |High |Hig | | | | | | | 636A: | | | | | | |  Quarderer--------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 646A: | | | | | | |  Dunnbot----------------| --- | >80 | --- | --- | --- |Moderate |Mod | | | | | | | 
Table 30.--Soil Features--Continued _____________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |___ and soil name | | Depth | | | | for | U | Kind |to top | Hardness |Initial| Total |frost action| _____________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 656A: | | | | | | |  Scotah-----------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 766A: | | | | | | |  Moppet, occasionally | | | | | | |  flooded---------------| --- | >80 | --- | --- | --- |Moderate |Mod | | | | | | | 804B2: | | | | | | |  Arland, dissected------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Mod | (paralithic) | | | | | |  | | | | | | | 804C2: | | | | | | |  Arland, dissected------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Mod | (paralithic) | | | | | |  | | | | | | | 804D: | | | | | | |  Arland, dissected------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Mod | (paralithic) | | | | | |  | | | | | | | 814D2: | | | | | | |  Renova, dissected------| --- | >80 | --- | --- | --- |Moderate |Mod | | | | | | | 816B2: | | | | | | |  Vlasaty, dissected-----| --- | >80 | --- | --- | --- |Moderate |Mod | | | | | | | 816C2: | | | | | | |  Vlasaty, dissected-----| --- | >80 | --- | --- | --- |Moderate |Mod | | | | | | | 826B2: | | | | | | |  Hersey-----------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 826C2: | | | | | | |  Hersey-----------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 828B: | | | | | | |  Vasa-------------------| --- | >80 | --- | --- | --- |High |Hig | | | | | | | 836B2: | | | | | | |  Spencer, dissected-----| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 836C2: | | | | | | |  Spencer, dissected-----| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 
Table 30.--Soil Features--Continued _____________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |___ and soil name | | Depth | | | | for | U | Kind |to top | Hardness |Initial| Total |frost action| _____________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 838B: | | | | | | |  Almena, dissected------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 870B2: | | | | | | |  Santiago, dissected----| --- | >80 | --- | --- | --- |Moderate |Mod | | | | | | | 870C2: | | | | | | |  Santiago, dissected----| --- | >80 | --- | --- | --- |Moderate |Mod | | | | | | | 875B: | | | | | | |  Amery, dissected-------| --- | >80 | --- | --- | --- |Moderate |Mod | | | | | | | 875C2: | | | | | | |  Amery, dissected-------| --- | >80 | --- | --- | --- |Moderate |Mod | | | | | | | 875D: | | | | | | |  Amery, dissected-------| --- | >80 | --- | --- | --- |Moderate |Mod | | | | | | | 1125F: | | | | | | |  Dorerton---------------|Bedrock (lithic) | 45-70 |Indurated | --- | --- |Moderate |Low  | | | | | | |  Elbaville--------------|Bedrock (lithic) | 60-80 |Indurated | --- | --- |Moderate |Mod | | | | | | | 1145F: | | | | | | |  Gaphill----------------|Bedrock | 40-80 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | |  Rockbluff--------------|Bedrock | 40-80 |Weakly cemented | --- | --- |Low |Low  | (paralithic) | | | | | |  | | | | | | | 1224F: | | | | | | |  Boone------------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Low |Low  | (paralithic) | | | | | |  | | | | | | |  Elevasil---------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 1233F: | | | | | | |  Boone------------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Low |Low  | (paralithic) | | | | | |  | | | | | | |  Tarr-------------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 
Table 30.--Soil Features--Continued _____________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |___ and soil name | | Depth | | | | for | U | Kind |to top | Hardness |Initial| Total |frost action| _____________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 1275F: | | | | | | |  Hayriver---------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | |  Twinmound--------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Low |Low  | (paralithic) | | | | | |  | | | | | | | 1648A: | | | | | | |  Northbend--------------| --- | >80 | --- | --- | --- |Moderate |Mod | | | | | | |  Ettrick, flood plain, | | | | | | |  undrained-------------| --- | >80 | --- | --- | --- |High |Hig | | | | | | | 1658A: | | | | | | |  Algansee---------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | |  Kalmarville, undrained | --- | >80 | --- | --- | --- |High |Hig | | | | | | | 2002. | | | | | | |  Udorthents, earthen | | | | | | |  dams | | | | | | |  | | | | | | | 2003A. | | | | | | |  Riverwash | | | | | | |  | | | | | | | 2013. | | | | | | |  Pits, gravel | | | | | | |  | | | | | | | 2014. | | | | | | |  Pits, quarry, hard | | | | | | |  bedrock | | | | | | |  | | | | | | | 2016. | | | | | | |  Pits, quarry, soft | | | | | | |  bedrock | | | | | | |  | | | | | | | 2030: | | | | | | |  Udorthents, cut or fill| | | | | | |  | | | | | | |  Udipsamments, cut or | | | | | | |  fill. | | | | | | |  | | | | | | | 2050. | | | | | | |  Landfill | | | | | | |  | | | | | | | 
Table 30.--Soil Features--Continued _____________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |___ and soil name | | Depth | | | | for | U | Kind |to top | Hardness |Initial| Total |frost action| _____________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | M-W. | | | | | | |  Miscellaneous water | | | | | | |  | | | | | | | W. | | | | | | |  Water | | | | | | |  | | | | | | | _____________________________________________________________________________________________________________

679

American Association of State Highway and Transportation Officials (AASHTO). 2000.

Standard specifications for transportation materials and methods of sampling and

testing. 20th edition, 2 volumes.

American Society for Testing and Materials (ASTM). 2001. Standard classification of

soils for engineering purposes. ASTM Standard D 2487–00.

Attig, John W. 1993. Pleistocene geology of Taylor County, Wisconsin. Wisconsin

Geological and Natural History Survey Bulletin 90.

Attig, J.W., L. Clayton, and D.M. Mickelson. 1988. Pleistocene stratigraphic units of

Wisconsin 1984–1987. Wisconsin Geological and Natural History Survey Information

Circular 62.

Austin, G.S. 1972. Summation of the lithic environment during the deposition of

Paleozoic seas. In Geology of Minnesota: A centennial volume. Minnesota Geological

Survey, pages 471 and 472.

Baker, R.W., J.F. Diehl, T.W. Simpson, S. Beske-Diehl, and L.W. Zelazny. 1983. PreWisconsinan glacial stratigraphy, chronology, and paleomagnetics of west-central

Wisconsin. Geological Society of America Bulletin 94: 1442–1449.

Baker, R.W., J.C. Knox, R.S. Lively, and B.M. Olson. 1997. Evidence for entrenchment

of the upper Mississippi Valley by early Pleistocene time. Minnesota Geological Survey.

Bement, P.J., and K.M. Syverson. 1995. Evidence for a pre-late Wisconsin ice-margin

position in the northern “driftless area,” Eau Claire County, Wisconsin. Geological

Society of America Abstracts with Programs (North-Central Section), volume 27,

number 3.

Bettis, E.A. III, R.G. Baker, W.R. Green, M.K. Whelan, and D.W. Benn. 1992. Late

Wisconsinan and Holocene alluvial stratigraphy, paleoecology, and archaeological

geology of east-central Iowa. Iowa Department of Natural Resources, Guidebook

Series 12, pages 33–35.

Borchart, J.R. 1950. The climate of the central North American grassland. Annals of the

Association of American Geographers 67(3): 323–342.

Clayton, L., J.W. Attig, D.M. Mickelson, and M.D. Johnson. 1991. Glaciation of

Wisconsin. Wisconsin Geological and Natural History Survey, Educational Series 36.

Johnson, M.D. 1986. Pleistocene geology of Barron County, Wisconsin. Wisconsin

Geological and Natural History Survey Information Circular 55.

References
680

Kotar, John, and T.L. Burger. 1996. A guide to forest communities and habitat types of

central and southern Wisconsin. Department of Forestry, University of WisconsinMadison.

Kotar, John, J.A. Kovach, and T.L. Burger. 2002. A guide to forest communities and

habitat types of northern Wisconsin. Department of Forest Ecology and Management,

University of Wisconsin-Madison.

Leigh, David S., and James C. Knox. 1994. Loess of the upper Mississippi Valley

driftless area. Quaternary Research 42, pages 30–40.

Packard, Stephen, and Cornelia F. Mutel. 1997. The tallgrass restoration handbook for

prairies, savannas, and woodlands.

Ruhe, Robert V. 1969. Quaternary landscapes in Iowa.

Ruhe, Robert V. 1975. Geomorphology.

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.

United States Department of Agriculture. 1961. Land capability classification. U.S.

Department of Agriculture Handbook 210.

United States Department of Agriculture. 1975. Soil survey of Dunn County, Wisconsin.

United States Department of Agriculture. 1981. Land resource regions and major land

resource areas of the United States. U.S. Department of Agriculture Handbook 296.

United States Department of Agriculture, Natural Resources Conservation Service.

National soil survey handbook, title 430-VI. [Online] Available at http://soils.usda.gov/

technical/handbook/.
681

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
682 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
Dunn County, Wisconsin 683

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;
684 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
Dunn County, Wisconsin 685

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
686 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.
Dunn County, Wisconsin 687

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
688 Soil Survey of

surface through pipes or nozzles from a pressure

system.

Subirrigation.—Water is applied in open ditches or

tile lines until the water table is raised enough to

wet the soil.

Wild flooding.—Water, released at high points, is

allowed to flow onto an area without controlled

distribution.

Island (map symbol). A small area of 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,
Dunn County, Wisconsin 689

or structure by heat, pressure, and movement.

Nearly all such rocks are crystalline.

Mine or quarry (map symbol). An open excavation

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.
690 Soil Survey of

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.

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.

Pitting (in tables). Pits caused by melting around ice.

They form on the soil after plant cover is removed.

Plastic limit. The moisture content at which a soil

changes from semisolid to plastic.

Plasticity index. The numerical difference between

the liquid limit and the plastic limit; the range of

moisture content within which the soil remains

plastic.

Plateau. 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
Dunn County, Wisconsin 691

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

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
692 Soil Survey 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

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.
Dunn County, Wisconsin 693

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

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
694

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

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.
Electronic Field Office Technical Guide | NRCS

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Welcome to eFOTG

What is eFOTG?

Technical guides are the primary scientific references 

for NRCS. They contain technical information about 

the conservation of soil, water, air, and related plant 

and animal resources.

Technical guides used in each field office are localized 

so that they apply specifically to the geographic area 

for which they are prepared. These documents are 

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Appropriate parts of the Field Office Technical Guides 

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What is in eFOTG?

Section I - General References

In this section you will find general state maps, 

descriptions of Major Land Resource Areas, 

watershed information, and links to NRCS reference 

manuals and handbooks. Section I contains links to 

researchers, universities, and agencies we work. 

Section I also contains conservation practice costs, 

agricultural laws and regulations, cultural resources, 

and information about protected plant and animal 

species.

Section II - Soil and Site Information

In this section you will find detailed information about 

soil, water, air, plant, and animal resources. NRCS 

Soil Surveys, Hydric Soils Interpretations, Ecological 

Site Descriptions, Forage Suitability Groups, Cropland 

Production Tables, Wildlife Habitat Evaluation Guides, 

Access eFOTG

eFOTG State Locator - Choose a state to show the eFOTG entries. 

zoysia.itc...199.129.37.219/nrcs/tech./efotgwprod.nrcs.../nrcs/tech./efotgwww.nrcs.usda.gov/tech./efotg

States: 

This document requires PowerPoint 

PowerPoint Introduction to SmarTech/eFOTG

Employee / Partner Login

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Electronic Field Office Technical Guide | NRCS

● Wildlife Biology

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Center

● States and Regions

● Centers and 

Institutes

Water Quality Guides, and other related information 

can be found here as it becomes available.

Section III - Conservation Management 

Systems

In this section you will find information on NRCS 

Quality Criteria, which establish standards for 

resource conditions that help provide sustained use.

Section IV - Practice Standards and 

Specifications

In this section you will find the NRCS Conservation 

Practices. Practice Standards define the practice and 

where it applies. Practice specifications are detailed 

requirements for installing the practice in the state.

Section V - Conservation Effects

In this section you will find background information 

on how Conservation Practices affect each identified 

resource concerns in the state.

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Soil Data Mart - Home.

 

Home Select State State Contacts Template Databases Logon/Register Help

Prior to the Soil Data Mart, the primary source of on-line soil data was the National SSURGO Website. The Soil Data Mart 

supersedes the National SSURGO Website, but this transition will be ongoing for most of 2004. During this period of transition,

data for a particular survey area may reside at either site, but never at both sites simultaneously. If you can't find the survey 

area of concern in the Soil Data Mart, please check the National SSURGO Website. 

Welcome to the Soil Data Mart! The Soil Data Mart allows you to: 

● Determine where soil tabular and spatial data is available. 

● Download data for one soil survey area at a time. 

● Download a template Microsoft Access® database for working with downloaded data. 

● Generate a variety of reports for one soil survey area at a time. 

● Find out who to contact for information about soil data for a particular state. 

● "Subscribe" or "unsubscribe" to a soil survey area. A person who is subscribed will automatically be notified whenever 

data for that soil survey area is updated. You must register and login before doing this. 

Select from the list of options across the top of the page. To get downloads or reports, begin by selecting a state or territory. 

The Soil Data Mart may be unavailable on Tuesdays from 5 to 7 p.m. Mountain time due to maintenance activities. 

The Soil Data Mart has been tested under Microsoft Internet Explorer® 5.0 and later, and under Netscape Navigator® 4.7 and 

later for Microsoft Windows®. There are differences in site navigation and mechanics under different versions of these two 

browsers. Some differences are more significant than others. There are some major differences under Netscape Navigator® 

4.7 and 4.8. For details on site navigation and mechanics under different Microsoft Internet Explorer® and Netscape 

Navigator® browser versions, please see Navigating and Using the Soil Data Mart on the Soil Data Mart Help page. 

The Soil Data Mart also provides two methods that allow it to be used by other applications, web site integration and a web 

service to access raw data from the Soil Data Mart database. Get detailed information.

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FirstGov | Welcome to the USDA | USDA | NRCS

http://soildatamart.nrcs.usda.gov/ [5/17/04 8:57:49 AM]
Wisconsin NRCS

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Quick Access

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Providers (TSP)

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Wisconsin NRCS is Conserving Natural Resources · Preserving 

the Future.

Conservation Cost-Share 

Program Underway - Wisconsin 

Allotted $15 Million

NRCS announced that nearly $15 million 

will be available through Environmental 

Quality Incentives Program this year to 

help farmers apply needed conservation 

practices on agricultural land in Wisconsin. 

The statewide signup period for manure 

storage ends May 28, 2004. Signup dates 

for other practices are scheduled by each 

county. Check with your local USDA 

Service Center for sign-up dates and 

eligible practices.

...More Info

...Read the News Release

Wildlife Habitat Program Sign-up 

Ends May 28th

The Wisconsin sign-up period for the 

Wildlife Habitat Incentives Program 

(WHIP) ends May 28, 2004. The state 

received $510,000 in federal funds this 

year to help landowners restore wildlife 

habitat.

...More Info About WHIP

...Read the News Release

NRCS People in the News

When Chanc Vogel was hired in 1998 as a 

soil scientist with the agency’s Soil Survey 

Office in Richland Center, Wis., he had to 

find a way to learn and then use NRCS 

terms through sign language, since he is 

hearing impaired. 

 Information About:

● Soils

● Water

● Air

● Plants

● Animals

Information For:

● Communities

● Farmers and Ranchers

● Homeowners

● Wisconsin NRCS 

Employees

● Policy Makers

● Teachers and Students

● Volunteers

http://www.wi.nrcs.usda.gov/ (1 of 2) [5/17/04 8:57:56 AM]
Wisconsin NRCS

...More Info

Patricia Leavenworth · State Conservationist 

The Natural Resources Conservation Service provides leadership in a 

partnership effort to help people conserve, maintain, and improve our 

natural resources and environment.

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NRCS Soils

Soils Home About Us Soil Survey Soil Use Soil Education Photo Gallery Technical References

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Soil Surveys

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Cooperative Soil 

Survey (NCSS)

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Descriptions (OSD)

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Surveys

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Institutes

 

Welcome to the NRCS Soils web site. "Helping People 

Understand Soils"

Soils is part of the National Cooperative Soil Survey, an effort of 

Federal and State agencies, universities, and professional 

societies to deliver scientifically based soil information.

Jan Lang 

Painting

The Living Soil

Soil and Water Stewardship Week 

sponsored by the National Association of 

Conservation Districts (NACD) is April 25 

to May 2. This year the focus topic is "The 

Living Soil". The image used on the cover 

of materials is a painting with soils by Jan 

Lang of the National Soil Survey Center 

Laboratory. Several products are available 

from NACD that promote the stewardship 

of our soil resource.

...More Info

The different 

functions of 

soils

Ten Key Messages to Help 

People Understand Soils

Key messages to understanding soils have 

been added to the soil education site and 

to an educational CD entitled "Helping 

People Understand Soils-Tools for 

Educators, Version 2". The educational CD 

was released at the National Science 

Teachers Association conference in 

Atlanta, Georgia the first week of April 

2004 by NRCS, USDA. The CD is available 

on request.

 Information For:

● Geographers

● Soil Scientists

● Land Use Managers

● Teachers and Students

 Soils In The 

News

● Proposed land plan 

causes concern

● Wetland Area 

Investigated

● Major cracks in new 

hospital due to soils

● Delaware students 

compete in Envirothon

● Soil based zoning 

enters discussion in 

town development plan

● Builder plans more 

units - residents claim 

soils not suited

● NRCS Begins Soil 

Survey in San 

Bernardino NF

● Students learn about 

real soil issues

● Signing soil terms

http://soils.usda.gov/ (1 of 2) [5/17/04 8:59:42 AM]
NRCS Soils

...More Info

A Soil Profile

A quick and inexpensive technique to 

make a mini-soil profile in now available. 

Check out this new technique on the soil 

education site. This technique provides the 

student with a learning experience that 

can be made in the classroom or in the 

field at a very low cost using a note card 

and double-sided carpet tape.

...More Info

The Natural Resources Conservation Service provides leadership in a 

partnership effort to help people conserve, maintain, and improve our 

natural resources and environment.

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Official Soil Series Descriptions (OSD) | NRCS Soils

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Descriptions (OSD)

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Database (SC)

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of Dominant Soil 

Orders

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Taxonomy 

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Concepts in Soil 

Taxonomy

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Forum

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Institutes

Official Soil Series Descriptions (OSD)

This system will be down for maintenance from 

9:00 AM to 5:00 PM on Sunday, May 16.

Introduction

OSD Fact Sheet

Data Base Access

● View OSD by Series Name (with best-match feature)

● View OSDs by List of Series Names (with FTP option)

● View OSDs by Query (with FTP option)

● Soil Series Name Search

Recommended Citation

When referencing the online Official Soil Series Description information in publications, 

the following citation is recommended: 

Soil Survey Staff, Natural Resources Conservation Service, United States Department of 

Agriculture. Official Soil Series Descriptions [Online WWW]. Available URL: 

"http://soils.usda.gov/soils/technical/classification/osd/index.html" [Accessed 10 

February 2004].

< Back to Soil Classification

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Official Soil Series Descriptions (OSD) | NRCS Soils

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