In cooperation with the

Research Division of the

College of Agricultural and

Life Sciences, University of

Wisconsin

United States

Department of

Agriculture

Natural

Resources

Conservation

Service

Soil Survey of

La Crosse

County,

Wisconsin

Subset of Major Land

Resource Area 105
Where To Get Updated Information

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

November 2004. More current information may be available from the Natural

Resources Conservation Service (NRCS) Field Office Technical Guide at Onalaska,

Wisconsin, or online at www.nrcs.usda.gov/technical/efotg. The data in the Field Office

Technical Guide are updated periodically.

More current information may also be available through the NRCS Soil Data

Mart Web site at http://soildatamart.nrcs.usda.gov or the Web Soil Survey at

http://websoilsurvey.nrcs.usda.gov/app.

Additional information about soils and about NRCS is available through the

Wisconsin NRCS Web page at www.wi.nrcs.usda.gov.

For further information, please contact:

USDA, Natural Resources Conservation Service

Onalaska Service Center

1107 Riders Club Road

Onalaska, WI 54650-2079

Phone: 608-782-0180
This publication consists of a manuscript and a set of soil maps. The information

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

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

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

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

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

shows the page where each map unit is described.

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

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

your specific needs.

i

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

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

ii

National Cooperative Soil Survey

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

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

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

Resources Conservation Service (formerly the Soil Conservation Service) has

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

made cooperatively by the Natural Resources Conservation Service and the Research

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

part of the technical assistance furnished to the La Crosse County Soil and Water

Conservation District. The survey was partially funded by the La Crosse County Board

of Commissioners.

Major fieldwork for this soil survey was completed in 1999. Soil names and

descriptions were approved in 2001. The manuscript was compiled in 2004. Unless

otherwise indicated, statements in this publication refer to conditions in the survey area

in 2004. The most current official data are available on the Internet.

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

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

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

larger scale.

Nondiscrimination Statement

The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs

and activities on the basis of race, color, national origin, age, disability, and where

applicable, sex, marital status, familial status, parental status, religion, sexual

orientation, genetic information, political beliefs, reprisal, or because all or a part of an

individual’s income is derived from any public assistance program. (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 USDA’s TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint

of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence

Avenue, S.W., Washington, D.C. 20250-9410, or call (800) 795-3272 (voice) or (202) 720-

6382 (TDD). USDA is an equal opportunity provider and employer.

Caption for Cover Photo

View from St. Josephs Ridge looking north to the confluence of Bostwick Creek and

the La Crosse River. This is a typical upland coulee in La Crosse County with steep

forested backslopes, a mix of forested and cultivated footslopes, and the less sloping,

cultivated stream terraces below.
iii

Contents

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

Foreword .................................................................................................................... vii

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

General Nature of the Survey Area .............................................................................. 4

History and Development ......................................................................................... 4

Agriculture ................................................................................................................ 5

Conservation of Natural Resources ......................................................................... 5

Formation and Classification of the Soils................................................................ 7

Formation of the Soils .............................................................................................. 7

Climate ................................................................................................................ 7

Living Organisms ................................................................................................. 8

Topography .......................................................................................................... 9

Parent Material and Landscape Evolution ........................................................... 9

Time ................................................................................................................... 12

Classification of the Soils ....................................................................................... 13

Table 1.—Classification of the Soils ................................................................... 14

Soil Map Unit Descriptions ...................................................................................... 17

20A—Palms and Houghton mucks, 0 to 1 percent slopes ..................................... 18

21A—Palms muck, 0 to 1 percent slopes, frequently flooded ................................ 19

30A—Adder muck, 0 to 1 percent slopes, frequently flooded ................................ 20

110D3—Timula silt loam, 12 to 20 percent slopes, severely eroded ..................... 21

110E2—Timula silt loam, 20 to 30 percent slopes, moderately eroded ................. 21

114B2—Mt. Carroll silt loam, 2 to 6 percent slopes, moderately eroded................ 22

115C2—Seaton silt loam, 6 to 12 percent slopes, moderately eroded .................. 22

115D2—Seaton silt loam, 12 to 20 percent slopes, moderately eroded ................ 23

115E2—Seaton silt loam, 20 to 30 percent slopes, moderately eroded................. 23

116C2—Churchtown silt loam, 6 to 12 percent slopes, moderately eroded........... 24

116D2—Churchtown silt loam, 12 to 20 percent slopes, moderately eroded......... 24

116E2—Churchtown silt loam, 20 to 30 percent slopes, moderately eroded ......... 25

126B—Barremills silt loam, 1 to 6 percent slopes .................................................. 25

132B2—Brinkman silt loam, 2 to 6 percent slopes, moderately eroded ................. 26

132C2—Brinkman silt loam, 6 to 12 percent slopes, moderately eroded .............. 27

133B2—Valton silt loam, 2 to 6 percent slopes, moderately eroded ...................... 27

133C2—Valton silt loam, 6 to 12 percent slopes, moderately eroded .................... 28

133D2—Valton silt loam, 12 to 20 percent slopes, moderately eroded .................. 28

134C2—Lamoille silt loam, 6 to 12 percent slopes, moderately eroded ................ 29

134D2—Lamoille silt loam, 12 to 20 percent slopes, moderately eroded .............. 30

163E2—Elbaville silt loam, 20 to 30 percent slopes, moderately eroded ............... 30

202C2—Lambeau silt loam, 6 to 12 percent slopes, moderately eroded ............... 31

202D2—Lambeau silt loam, 12 to 20 percent slopes, moderately eroded ............. 31

213D2—Hixton silt loam, 12 to 20 percent slopes, moderately eroded ................. 32

213E2—Hixton silt loam, 20 to 30 percent slopes, moderately eroded .................. 33

224B—Elevasil sandy loam, 2 to 6 percent slopes ................................................ 33

224C2—Elevasil sandy loam, 6 to 12 percent slopes, moderately eroded ............ 34

224D2—Elevasil sandy loam, 12 to 20 percent slopes, moderately eroded .......... 35
iv

233C—Boone sand, 6 to 15 percent slopes .......................................................... 35

253C2—Greenridge silt loam, 4 to 12 percent slopes, moderately eroded ............ 36

253D2—Greenridge silt loam, 12 to 20 percent slopes, moderately eroded .......... 36

254C2—Norden silt loam, 6 to 12 percent slopes, moderately eroded .................. 37

254D2—Norden silt loam, 12 to 20 percent slopes, moderately eroded ................ 38

254E2—Norden silt loam, 20 to 30 percent slopes, moderately eroded ................ 38

296B—Ludington sand, 1 to 6 percent slopes ....................................................... 39

312B2—Festina silt loam, 2 to 6 percent slopes, moderately eroded .................... 39

318A—Bearpen silt loam, 0 to 3 percent slopes, rarely flooded ............................ 40

326B2—Medary silt loam, 1 to 6 percent slopes, moderately eroded .................... 41

326F—Medary silt loam, 15 to 45 percent slopes .................................................. 41

336A—Toddville silt loam, 0 to 3 percent slopes .................................................... 42

403A—Dakota silt loam, 0 to 3 percent slopes ...................................................... 42

413A—Rasset sandy loam, 0 to 3 percent slopes ................................................. 43

424B—Merit silt loam, 1 to 6 percent slopes.......................................................... 44

424D2—Merit silt loam, 12 to 20 percent slopes, moderately eroded .................... 44

424F—Merit silt loam, 20 to 45 percent slopes ...................................................... 45

433B—Forkhorn sandy loam, 2 to 6 percent slopes .............................................. 45

434B—Bilson sandy loam, 1 to 6 percent slopes ................................................... 46

434C2—Bilson sandy loam, 6 to 12 percent slopes, moderately eroded ............... 47

446A—Merimod silt loam, 0 to 3 percent slopes .................................................... 47

456A—Bilmod sandy loam, 0 to 3 percent slopes ................................................. 48

458A—Hoop sandy loam, 0 to 3 percent slopes .................................................... 48

483B2—Brice loamy fine sand, 2 to 6 percent slopes, moderately eroded ............ 49

501A—Finchford loamy sand, 0 to 3 percent slopes.............................................. 50

502B2—Chelsea fine sand, 2 to 6 percent slopes, moderately eroded ................. 50

502C2—Chelsea fine sand, 6 to 15 percent slopes, moderately eroded ............... 51

511B—Plainfield sand, 2 to 6 percent slopes ........................................................ 51

511C—Plainfield sand, 6 to 15 percent slopes ...................................................... 52

511F—Plainfield sand, 15 to 60 percent slopes ..................................................... 52

551A—Impact sand, 0 to 3 percent slopes ............................................................ 53

556A—Mindoro sand, 0 to 3 percent slopes .......................................................... 54

561B—Tarr sand, 1 to 6 percent slopes ................................................................. 54

561C—Tarr sand, 6 to 15 percent slopes............................................................... 55

561F—Tarr sand, 15 to 60 percent slopes ............................................................. 55

562B—Gosil loamy sand, 1 to 6 percent slopes .................................................... 56

562C—Gosil loamy sand, 6 to 12 percent slopes .................................................. 56

566A—Tint sand, 0 to 3 percent slopes ................................................................. 57

568A—Majik loamy fine sand, 0 to 3 percent slopes ............................................. 57

569A—Newlang muck, 0 to 2 percent slopes, occasionally flooded ...................... 58

576B—Tintson sand, 1 to 6 percent slopes ........................................................... 59

601C—Beavercreek cobbly fine sandy loam, 3 to 12 percent slopes,

occasionally flooded ........................................................................................ 59

606A—Huntsville silt loam, 0 to 3 percent slopes, rarely flooded .......................... 60

608A—Lawson silt loam, 0 to 3 percent slopes, occasionally flooded ................... 60

609A—Otter silt loam, 0 to 2 percent slopes, frequently flooded ........................... 61

625A—Arenzville silt loam, channeled, 0 to 2 percent slopes, occasionally

flooded ............................................................................................................. 62

626A—Arenzville silt loam, 0 to 3 percent slopes, occasionally flooded ................ 62

628A—Orion silt loam, 0 to 3 percent slopes, occasionally flooded....................... 63

629A—Ettrick silt loam, 0 to 2 percent slopes, frequently flooded ......................... 64

656A—Scotah loamy fine sand, 0 to 3 percent slopes, occasionally flooded ........ 64

666A—Absco loamy sand, 0 to 3 percent slopes, occasionally flooded ................ 65

676A—Kickapoo fine sandy loam, 0 to 3 percent slopes, occasionally flooded ..... 66
v

739A—Root loam, 0 to 2 percent slopes, frequently flooded ................................. 66

743C2—Council fine sandy loam, 6 to 12 percent slopes, moderately eroded ...... 67

743D2—Council fine sandy loam, 12 to 20 percent slopes, moderately eroded .... 67

743E2—Council fine sandy loam, 20 to 30 percent slopes, moderately eroded .... 68

1125F—Dorerton, very stony-Elbaville complex, 30 to 60 percent slopes ............. 69

1145F—Gaphill-Rockbluff complex, 30 to 60 percent slopes................................. 70

1155F—Brodale-Bellechester-Rock outcrop complex, 60 to 90 percent slopes .... 71

1233F—Boone-Tarr sands, 15 to 50 percent slopes .............................................. 72

1658A—Algansee-Kalmarville complex, 0 to 3 percent slopes, frequently

flooded ............................................................................................................. 73

1743F—Council-Elevasil-Norden complex, 30 to 60 percent slopes ..................... 74

2002—Udorthents, earthen dams .......................................................................... 76

2003A—Riverwash ................................................................................................ 76

2013—Pits, gravel .................................................................................................. 76

2014—Pits, quarry, hard bedrock ........................................................................... 76

2020—Urban land, valley trains ............................................................................. 77

2030—Udorthents and Udipsamments, cut or fill................................................... 77

2040—Udipsamments, dredge material................................................................. 78

2050—Landfill ........................................................................................................ 78

M-W—Miscellaneous water ................................................................................... 78

W—Water............................................................................................................... 78

Table 2.—Acreage and Proportionate Extent of the Soils ...................................... 79

Use and Management of the Soils .......................................................................... 81

Interpretive Ratings ................................................................................................ 81

Rating Class Terms............................................................................................ 81

Numerical Ratings ............................................................................................. 81

Crops and Pasture ................................................................................................. 82

Climate .............................................................................................................. 82

Cropland Management Considerations ............................................................. 82

Crop Yield Estimates.......................................................................................... 84

Land Capability Classification ............................................................................ 85

Prime Farmland ................................................................................................. 86

Windbreaks and Environmental Plantings ......................................................... 87

Conservation Tree/Shrub Suitability Groups ...................................................... 87

Forest Land Management ...................................................................................... 88

Forest Land Harvest Equipment Considerations ............................................... 88

Forest Haul Road Considerations ...................................................................... 88

Forest Log Landing Considerations ................................................................... 89

Forest Land Site Preparation and Planting Considerations ............................... 89

Forest Habitat Types .......................................................................................... 89

Recreation.............................................................................................................. 95

Wildlife Habitat ....................................................................................................... 97

Engineering ............................................................................................................ 98

Building Site Development ................................................................................. 99

Sanitary Facilities............................................................................................. 101

Construction Materials ..................................................................................... 103

Water Management ......................................................................................... 104

Agricultural Waste Management .......................................................................... 105

Table 3.—Temperature and Precipitation ............................................................. 108

Table 4.—Freeze Dates in Spring and Fall ........................................................... 109

Table 5.—Growing Season .................................................................................. 109

Table 6.—Cropland Management Considerations ................................................ 110

Table 7.—Land Capability and Yields per Acre of Crops and Pasture .................. 123

Table 8.—Prime Farmland ................................................................................... 131
vi

Table 9.—Windbreaks and Environmental Plantings............................................ 132

Table 10.—Conservation Tree/Shrub Suitability Groups ...................................... 147

Table 11.—Forest Land Harvest Equipment Considerations................................ 153

Table 12.—Forest Haul Road Considerations ...................................................... 156

Table 13.—Forest Log Landing Considerations ................................................... 159

Table 14.—Forest Land Site Preparation and Planting Considerations................ 162

Table 15.—Forest Habitat Types .......................................................................... 166

Table 16a.—Recreational Development ............................................................... 171

Table 16b.—Recreational Development ............................................................... 181

Table 17.—Wildlife Habitat ................................................................................... 190

Table 18a.—Building Site Development ............................................................... 197

Table 18b.—Building Site Development ............................................................... 207

Table 19a.—Sanitary Facilities ............................................................................. 219

Table 19b.—Sanitary Facilities ............................................................................. 233

Table 20a.—Construction Materials ..................................................................... 244

Table 20b.—Construction Materials ..................................................................... 253

Table 21.—Water Management ............................................................................ 267

Table 22a.—Agricultural Waste Management ...................................................... 277

Table 22b.—Agricultural Waste Management ...................................................... 290

Soil Properties ........................................................................................................ 309

Engineering Index Properties............................................................................... 309

Physical Properties .............................................................................................. 311

Chemical Properties ............................................................................................ 312

Water Features .................................................................................................... 313

Soil Features ........................................................................................................ 314

Table 23.—Engineering Index Properties ............................................................. 316

Table 24.—Physical Properties of the Soils ......................................................... 344

Table 25.—Chemical Properties of the Soils ........................................................ 355

Table 26.—Soil Moisture Status by Depth ............................................................ 366

Table 27.—Flooding Frequency and Duration ...................................................... 380

Table 28.—Ponding Frequency, Duration, and Depth........................................... 388

Table 29.—Soil Features ...................................................................................... 396

References .............................................................................................................. 405

Glossary .................................................................................................................. 407

Issued 2006
vii

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

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

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

selected land uses on the environment.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

regulations.

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

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

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

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

underground installations.

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

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

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

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

Resources Conservation Service or the Cooperative Extension Service.

Patricia S. Leavenworth

State Conservationist

Natural Resources Conservation Service

Foreword

1

By Duane T. Simonson, Natural Resources Conservation Service

Fieldwork, landscape interpretation, data development, map compilation, and

correlation by Duane T. Simonson, Joe Jahnke, Donna E. Ferren Guy, Phillip D. Meyer,

Matt R. Otto, and Guyon D. Shipman, Natural Resources Conservation Service

Digitizing completed under the direction of the Madison, Wisconsin, digitizing unit,

Natural Resources Conservation Service

Manuscript compiled by Donna Ferren Guy

United States Department of Agriculture, Natural Resources Conservation Service,

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

Sciences, University of Wisconsin

How This Survey Was Made

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

miscellaneous areas in the survey area, which is in Major Land Resource Area 105,

Northern Mississippi Valley Loess Hills. The majority of MLRA 105 occurs in Wisconsin

(fig. 1). The MLRA is made up of 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, topography, climate, water, soils, and

vegetation (USDA, 1981). La Crosse County is a subset of MLRA 105. Map unit design

is based on documentation of the occurrence of the soils throughout the MLRA.

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

miscellaneous areas and interpretive tables showing soil properties and the

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

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

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

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

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

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

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

been changed by other biological activity.

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

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

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

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

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

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

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

Soil Survey of

La Crosse County,

Wisconsin, Subset of Major

Land Resource Area 105
2 Soil Survey of

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, supplemented by an

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

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

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

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

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

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

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

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

Figure 1.—Location of La Crosse County and MLRA 105 in Wisconsin.
La Crosse County, Wisconsin 3

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 La Crosse County published in 1960 (Beatty,

1960). 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 survey area may not

fully agree with those of the soils in the earlier survey of La Crosse County or with

those of 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 1960 survey were used as a reference for

developing new soil map units and for planning soil transects. Before the fieldwork was

begun, black-and-white aerial orthophotographs, taken in the spring of 1995, and color

aerial photographs, taken in the spring of 1996 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.

Most areas required remapping, especially where the previous depth of observation

did not describe important underlying soil materials, including bedrock, perched and
4 Soil Survey of

apparent water tables, and contrasting textures. Adjustments of slope lines were made

as a result of improvements in aerial photography and because some slope class

ranges used in the past were too wide for current uses.

General Nature of the Survey Area

This section provides some general information about La Crosse County. It

describes history and development, agriculture, and conservation of natural resources.

History and Development

By Samuel J. Skemp, Jr., district conservationist, Natural Resources Conservation Service

Archeologists have discovered artifacts in La Crosse County that range from 10,000

to 12,000 years old. The “Paleo Indians” (10,000 B.C. to 8,500 B.C.) who left these

traces behind were the first human inhabitants of this area, but evidence points to only

a scattered and nomadic existence. During the following 10,000 years, Native

American populations steadily increased. Archeologists now believe that by the 14th

and 15th centuries, Native American settlements, such as those of the Oneota in La

Crosse County, were farming certain areas near the Mississippi River almost as

intensively as modern-day farmers.

French explorers and traders moved through the area in the 1700s. They named the

area “La Crosse” after observing one of the Native American games. The French had

jurisdiction over the area until 1763, when the English gained control. The United

States had possession of the territory by 1783.

Permanent European settlers began to arrive in the 1840s, at first mainly to trade

goods with Native Americans but eventually settling into small groups that began

clearing land for agriculture. One of these settlements was established in 1843 in an

area now known as “Mormon Coulee” near what is now the city of La Crosse.

The original county of La Crosse was established in 1851 and included either all or

parts of the present-day La Crosse, Monroe, Jackson, Trempealeau, Clark, Buffalo,

and Taylor Counties. It was reduced to its present size by 1857, at which time the

population included 12,000 people. The population was more than 42,000 in 1900, and

by 1950 it had increased to almost 68,000. The estimated population in La Crosse

County in 1997 was 104,409 people living within the six incorporated communities and

twelve townships that now make up the county.

Prosperity progressed in the area as a result of early lumber resources, trade and

commerce generated by the Mississippi River, and the fertile alluvial bottom land and

loess-covered ridgeland soils. Local products were soon being shipped by steamboats

on the Mississippi River, and by 1858, La Crosse was connected by railroad to major

cities, such as Chicago and St. Paul.

Lumbering was no longer a significant industry in the area by 1900, but by that time

other manufactured goods and commodities, such as milk, apples, hops, barley,

wheat, tobacco, and corn, were being shipped to other areas. Gradually, La Crosse

became a hub for freight and commuter trains, and several highways, such as

Highways 16 and 35, made La Crosse a focal point in southwestern Wisconsin.

By the mid-1900s, La Crosse County had nearly 200 manufacturing establishments,

most of which were in the city of La Crosse. More than 9,000 workers were employed

by these companies, which produced clothing, agricultural equipment, plastic and

rubber goods, beer, and air-conditioning and heating equipment. Employment

opportunities also increased as La Crosse became a regional medical and educational

center with two major clinics and hospitals and three post-secondary educational

institutions.

In the 1990s, La Crosse County continued to thrive as a source for employment,

commerce, tourism, and general retail and agricultural trade. Although those who
La Crosse County, Wisconsin 5

originally settled and began development of La Crosse County in the 1800s were

largely European, the county is now home to many cultures, including Native

Americans, African Americans, the Hmong, Vietnamese Americans, and many others.

Diversity in trade, resources, nature, and ethnic backgrounds has been a key part of

La Crosse County’s success in continued growth and in its vision for the future.

Agriculture

During the last few decades, a number of small family-operated dairy farms in La

Crosse County have dissolved and been replaced by larger dairies or cash-grain

operators. Dairying is still the most common farm enterprise in the county. In 1997,

approximately 200 herds (more than 14,000 cows) produced more than 200 billion

pounds of milk.

There were approximately 920 farms in La Crosse County in 1997, averaging just

more than 200 acres in size. Many are dairy farms, but other farms produce beef,

hogs, cash grains, ginseng, timber, or vegetables and fruits or consist of acreage

enrolled in the Conservation Reserve Program. Small grain production was once

popular, but it is now mainly limited to oats and barley, which are commonly used as

nurse crops for alfalfa.

Nearly 60,000 acres of various crops is harvested in La Crosse County each year.

This number has remained fairly steady during the last decade but is considerably less

than the 90,000 acres that was harvested as recently as the 1950s. This decrease is a

result of several factors, including the Conservation Reserve Program, reforestation or

pasturing on steeper lands, and the work several agencies have done during the last

several decades with local farmers in an effort to make prime farmland more profitable

while promoting other less degrading uses on the steeper tillable land in the country.

Conservation of Natural Resources

By the 1920s, many area farmers had begun to recognize the damage that was

being done to the fragile soils in the country. Short rotations that included several

years of small grain crops were commonly planted even on the steepest tillable land.

The formation of massive gullies and the vast erosive movements of soil off the hills

and ridgetops had begun by the late 1800s. Valley streams were filling with sediment,

and valley bottom cropland was being capped by layers of the displaced soil. Flash

flooding was also becoming common as a result of intensive cultivation and

overgrazed pastures and woodlands.

While many farmers began to take steps on their own to prevent these problems,

the complex and widespread difficulties that producers were facing eventually drew the

attention of scientists and politicians. In 1931, the Soil Conservation Experiment

Station at La Crosse was established with State and Federal funding. This station

began measuring soil erosion losses under various farming conditions and began

trying different methods of controlling erosion.

Many of the practices tested at the station were put to use in 1933 when the Soil

Conservation Service started the Coon Valley Erosion Control Demonstration Project

in the Coon Creek Watershed. This project became a landmark in the history of soil

conservation and was the first of its kind in the country. Extensive work was done on

several farms in the watershed (in southeastern La Crosse County and parts of

Monroe and Vernon Counties) through the help of engineers, technicians, and

hundreds of Civilian Conservation Corps workers, who built many erosion-control

structures and helped establish conservation practices, such as contour stripcropping,

which still exist today.

Conservation began to rapidly expand through La Crosse County, and in 1939, the

Bostwick Creek Soil Conservation District was organized. This district was later
6

enlarged to include all of La Crosse County and became the local administration entity

that oversaw efforts to put conservation practices in place across the country.

During the 1940s and 1950s, programs to help farmers increase productivity and

reduce the hazard of erosion became increasingly available as the district joined

forces with the University of Wisconsin Extension, the Soil Conservation Service

(SCS), and the Wisconsin Conservation Department, now the Department of Natural

Resources (DNR). Two Public Law Watershed Project dams were built in La Crosse

County in the 1960s. These were built mainly as flood- and erosion-control structures.

Some were large “dry dams,” but others built in neighboring Vernon and Monroe

Counties created large lakes that also offer recreational benefits to the area.

Through the 1970s and 1980s, traditional conservation efforts went on as resource

conservation plans continued to be applied to the land. New efforts to work on urban

runoff problems gained more attention, and conservation planning took on a new twist

with the passing of the 1985 Federal Farm Bill. This bill required all farmers to

implement a conservation plan on their farm if they hoped to continue participating in

any of the USDA farm programs. As a result of the Farm Bill, many farmers who had

not made an effort to conserve the soil in the past were now following more

conservative crop rotations, were laying out newer contour strips, and were commonly

doing more conservation tillage.

No-till and mulch-tillage technology had begun to take off in the Midwest by the

1970s. These early efforts, combined with the Farm Bill requirements, led to a large

shift towards conservation tillage in the 1980s. Today, more than 75 percent of La

Crosse County’s cropland is better preserved through the use of conservation tillage

and no-till.

The lower Black River Watershed gained special attention during the 1980s. This

watershed was selected by the DNR in 1983 as one of eight projects in Wisconsin.

Funds were made available to put in place an effort to control nonpoint source

pollution. Animal waste and erosion-control structures and practices were emphasized,

and by the end of the project in the early 1990s, dozens of farms had participated.

During the last decade, soil conservation efforts have remained strong in the county.

As much as 12 percent of the county’s cropland is enrolled in the Conservation

Reserve Program. Other Federal programs provide financial incentives for farmers

interested in installing conservation practices on their land.

Urban erosion-control efforts became a priority in the county in 1992, when the

Land Conservation Department initiated and became the administrative entity of the

Erosion Control Land Disturbance Ordinance. This ordinance requires an erosion

control permit for any land disturbance activities in the county that meet the

requirements specified in the ordinance. The ordinance also helps protect the scenic

beauty of the area by restricting any development to land that has slopes of less than

30 percent. This ordinance has become especially important as urban expansion in

La Crosse County continues.
7

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; (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 causing minerals

to become weathered and organic matter to accumulate. Material in suspension or in

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

soil. These layers—surface layer, subsurface layer, subsoil, and substratum—are

defined in the Glossary.

In La Crosse 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. A change in one factor influences

the effects of the other factors. 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 organic matter

accumulation and decomposition are 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, soil-forming 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

Formation and Classification of

the Soils
8 Soil Survey of

of the climatic change. La Crosse 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.

La Crosse 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 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 La Crosse 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 of the Mississippi River 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 deep 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

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 nitrogen-fixing 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 agricultural crops (Packard and Mutel, 1997).
La Crosse County, Wisconsin 9

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 La Crosse 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 La Crosse 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 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
10 Soil Survey of

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. The Reeve

Advance occurred during pre-Illinoian time at least 460,000 years ago and possibly as

much as 770,000 years ago (Baker and others, 1983).

Recent research in Wisconsin and Minnesota indicates that the deeply incised

valley of the Upper Mississippi River and its adjacent tributaries were 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 westcentral Wisconsin were deposited by the Superior and Chippewa Lobes during the

Illinoian and Early Wisconsinan Glaciations. This major episode of glacial advance was

followed by glacial retreat, a period of weathering, and then several episodes of Late

Wisconsinan Glaciation.

Even if these ice advances never reached La Crosse 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 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 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

during glaciation of the surrounding area the permafrost altered this clayey material.

Texture is extremely variable, ranging from sandy to very clayey. The sediment

contains an abundance of chert channers and flagstones. Valton and Brinkman 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. Greenridge and Norden

soils are associated with the Lone Rock sandstone and siltstone.
La Crosse County, Wisconsin 11

Sandstone of the Wonewoc Formation occurs at the lower elevations on hills, mainly

in the Back River Valley. Soils associated with the Wonewoc sandstone formation are

Boone and Elevasil soils on hills and Tarr soils on pediments.

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 14,000 and 25,000 years before present during the last glacial advance in the

Upper Mississippi valley (Leigh and Knox, 1994), is typically the dominant unit. The

Middle Wisconsin Roxanna loess has also been identified in the county (Leigh, 1991;

Evans, 2003). 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 and wide valleys near the

main sources and becomes thinner as ridges and valleys narrow and slope increases.

Timula soils have the coarse silts and are calcareous in the upper part. Seaton soils

formed in very deep loess, where leaching occurred deeper in the profile. 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, sand-sized particles into dunes in places on the

valley trains where air currents were able to generate sufficient energy. Chelsea and

Brice soils formed in eolian sand on dunes on the Mississippi River terrace.

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 Mississippi River

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

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 Mississippi River channel 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 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 Mississippi Valley repeatedly, backflooding the

lower reaches of tributaries and adding to the slackwater conditions in the tributaries

(Bettis and others, 1992). Superior Basin 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. Medary soils are underlain by slackwater deposits.

The lower, younger terraces are dominantly sandy and gravelly outwash in the

Mississippi Valley. Some swales and paleochannels on the terrace surface have a
12 Soil Survey of

veneer of finer textured sediment that may be overbank deposits from later floods

(Bettis and others, 1992). Dakota and Rasset soils formed in silt or loam alluvium over

outwash.

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 much-reduced 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 post-settlement alluvium is quite significant.

Deposits of 2 to more than 5 feet of alluvium are common. Arenzville and Orion 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 of the soils that form the surface of the landscape in La

Crosse 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. Norden soils formed in the Lone Rock

Formation and are therefore younger than the Valton 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 La Crosse 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).
La Crosse County, Wisconsin 13

About 4,000 to 5,000 years ago, the climate 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 Merit and Forkhorn 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 the present climate affecting La Crosse County. Soils are frozen to

some depth and the soil-forming process is drastically reduced for much of the year in

this cool, subhumid continental climate.

Classification of the Soils

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

six categories (Soil Survey Staff, 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 soil-forming processes and the degree of soil formation. Each order is

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

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

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

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

of a suborder indicates the order. An example is Udalf (Ud, meaning humid, plus alf,

from Alfisol).

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

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

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

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

of the soil. An example is Hapludalfs (Hapl, meaning minimal horizonation, plus udalf,

the suborder of the Alfisols that has a udic moisture regime).

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

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

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

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

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

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

the great group. An example is Mollic Hapludalfs.

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

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

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

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

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

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

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

Mollic Hapludalfs.

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

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

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

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

the series mapped in La Crosse 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

 | __________________________________________________________________________________________________________________________

 |

 Absco--------------------|Sandy, siliceous, mesic Typic Udifluvents

 Adder--------------------|Sandy or sandy-skeletal, siliceous, euic, mesic Terric Haplosaprists

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

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

 Barremills---------------|Fine-silty, mixed, superactive, mesic Pachic Argiudolls

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

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

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

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

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

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

 Brice--------------------|Coarse-loamy, mixed, superactive, mesic Lamellic Hapludalfs

 Brinkman-----------------|Fine-silty, mixed, superactive, mesic Mollic Paleudalfs

 Brodale------------------|Loamy-skeletal, carbonatic, mesic Entic Hapludolls

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

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

 Council------------------|Coarse-loamy, mixed, superactive, mesic Typic Hapludalfs

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

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

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

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

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

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

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

 |
La Crosse County, Wisconsin 15

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

__________________________________________________________________________________________________________________________

 |

 Soil name | Family or higher taxonomic class

 | __________________________________________________________________________________________________________________________

 |

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

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

 Gosil--------------------|Mesic, coated Typic Quartzipsamments

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

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

 Hoop---------------------|Coarse-loamy, siliceous, active, mesic Aquic Argiudolls

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

 Huntsville---------------|Fine-silty, mixed, superactive, mesic Cumulic Hapludolls

 Impact-------------------|Sandy, siliceous, mesic Humic Psammentic Dystrudepts

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

 Kickapoo-----------------|Coarse-loamy, mixed, superactive, nonacid, mesic Typic Udifluvents

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

 Lamoille-----------------|Fine, mixed, superactive, mesic Typic Hapludalfs

 Lawson-------------------|Fine-silty, mixed, superactive, mesic Aquic Cumulic Hapludolls

*Ludington----------------|Sandy over loamy, siliceous, semiactive, frigid Oxyaquic Ultic Haplorthods

 Majik--------------------|Mesic, coated Aquic Quartzipsamments

 Medary-------------------|Fine, mixed, superactive, mesic Oxyaquic Hapludalfs

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

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

 Mindoro------------------|Siliceous, mesic Humic Psammentic Dystrudepts

 Mt. Carroll--------------|Fine-silty, mixed, superactive, mesic Mollic Hapludalfs

 Newlang------------------|Siliceous, mesic Humaqueptic Psammaquents

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

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

 Otter--------------------|Fine-silty, mixed, superactive, mesic Cumulic Endoaquolls

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

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

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

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

 Root---------------------|Coarse-loamy, mixed, active, nonacid, mesic Mollic Fluvaquents

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

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

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

 Timula-------------------|Coarse-silty, mixed, superactive, mesic Typic Eutrudepts

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

 Tintson------------------|Mesic, uncoated Oxyaquic Quartzipsamments

 Toddville----------------|Fine-silty, mixed, superactive, mesic Typic Argiudolls

 Valton-------------------|Fine-silty, mixed, superactive, mesic Mollic Paleudalfs

 | __________________________________________________________________________________________________________________________

17

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

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

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

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

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

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

(see Contents).

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

identified by differences in the properties and taxonomic classification of components

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

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

description. Dissimilar components are those that have properties and behavioral

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

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

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

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

maps.

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

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

properties and behavioral characteristics similar enough to those of the major

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

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

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

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

similar use and management requirements. The delineation of such landscape

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

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

define and locate the soils and miscellaneous areas.

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

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

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

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

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

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

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

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

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

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

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

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

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

by horizon.

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

are described in other sections of this survey.

Soil Map Unit Descriptions
18 Soil Survey of

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

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

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

arrangement.

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

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

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

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

feature that affects use or management. For example, Valton silt loam, 2 to 6 percent

slopes, moderately eroded, is a phase of the Valton 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. Churchtown silt loam, 12 to 20 percent slopes,

moderately eroded, 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. Palms and Houghton 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. Map unit 2013, Pits, gravel, is an example.

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

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

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

miscellaneous areas.

20A—Palms and Houghton mucks, 0 to 1 percent slopes

Component Description

Palms and similar soils

Extent: 0 to 90 percent of the unit

Geomorphic setting: 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

Shallowest depth to wet zone: At the surface (January, February, March, April, May,

October, November, December)

Deepest depth to wet zone: 1.0 foot (August)

Shallowest ponding: 0.3 foot (January, February, June, July, August, September,

December)
La Crosse County, Wisconsin 19

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: 55.0 percent

Typical profile:

Oa—0 to 40 inches; muck

Cg—40 to 60 inches; silt loam

Houghton and similar soils

Extent: 0 to 90 percent of the unit

Geomorphic setting: 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: 1.0 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: 55.0 percent

Typical profile:

Oa—0 to 22 inches; muck

Oe—22 to 28 inches; mucky peat

O ́a—28 to 60 inches; muck

Minor Dissimilar Components

Palms soils that are drained

Extent: 0 to 5 percent of the unit

Ettrick soils

Extent: 1 to 10 percent of the unit

Water

Extent: 1 to 5 percent of the unit

21A—Palms muck, 0 to 1 percent slopes, frequently

flooded

Component Description

Palms and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: 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 loamy 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)
20 Soil Survey of

Shallowest depth to wet zone: At the surface (January, February, March, April, May,

October, November, December)

Deepest depth to wet zone: 1.0 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: 55.0 percent

Typical profile:

Oa—0 to 40 inches; muck

Cg—40 to 60 inches; silt loam

Minor Dissimilar Components

Ettrick soils

Extent: 0 to 5 percent of the unit

Kalmarville soils

Extent: 0 to 5 percent of the unit

Water

Extent: 0 to 5 percent of the unit

30A—Adder muck, 0 to 1 percent slopes, frequently

flooded

Component Description

Adder and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: 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)

Highest frequency of flooding: Frequent (March, April, May, June, October, November)

Shallowest depth to wet zone: At the surface (March, April, May, June, October,

November)

Deepest depth to wet zone: 0.5 foot (January, February, July, August, September,

December)

Shallowest ponding: None (January, February, July, August, September, December)

Deepest ponding: 0.5 foot (March, April, May, June, October, November)

Available water capacity to a depth of 60 inches: 11.1 inches

Content of organic matter in the upper 10 inches: 65.0 percent

Typical profile:

Oa—0 to 22 inches; muck

C—22 to 60 inches; sand

Minor Dissimilar Components

Newlang soils

Extent: 0 to 15 percent of the unit
La Crosse County, Wisconsin 21

110D3—Timula silt loam, 12 to 20 percent slopes,

severely eroded

Component Description

Timula and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic setting: Hills

Position on the landform: Shoulders, 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: 11.6 inches

Content of organic matter in the upper 10 inches: 0.7 percent

Typical profile:

Ap—0 to 9 inches; silt loam

Bw—9 to 28 inches; silt loam

BC,C—28 to 60 inches; silt loam

Minor Dissimilar Components

Seaton soils

Extent: 0 to 10 percent of the unit

110E2—Timula silt loam, 20 to 30 percent slopes,

moderately eroded

Component Description

Timula and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic setting: Hills

Position on the landform: Backslopes, shoulders

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: 11.6 inches

Content of organic matter in the upper 10 inches: 1.4 percent

Typical profile:

Ap—0 to 9 inches; silt loam

Bw—9 to 28 inches; silt loam

BC,C—28 to 60 inches; silt loam
22 Soil Survey of

Minor Dissimilar Components

Seaton soils

Extent: 0 to 10 percent of the unit

114B2—Mt. Carroll silt loam, 2 to 6 percent slopes,

moderately eroded

Component Description

Mt. Carroll and similar soils

Extent: 100 percent of the unit

Geomorphic setting: 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

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: 3.3 percent

Typical profile:

Ap—0 to 9 inches; silt loam

E—9 to 12 inches; silt loam

Bt—12 to 46 inches; silt loam

BC,C—46 to 80 inches; silt loam

115C2—Seaton silt loam, 6 to 12 percent slopes,

moderately eroded

Component Description

Seaton and similar soils

Extent: 100 percent of the unit

Geomorphic setting: Hills

Position on the landform: Shoulders, 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: 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
La Crosse County, Wisconsin 23

115D2—Seaton silt loam, 12 to 20 percent slopes,

moderately eroded

Component Description

Seaton and similar soils

Extent: 95 to 100 percent of the unit

Geomorphic setting: Hills

Position on the landform: Shoulders, 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

115E2—Seaton silt loam, 20 to 30 percent slopes,

moderately eroded

Component Description

Seaton and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic setting: Hills

Position on the landform: Shoulders, 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

Minor Dissimilar Components

Timula soils

Extent: 0 to 10 percent of the unit
24 Soil Survey of

116C2—Churchtown silt loam, 6 to 12 percent slopes,

moderately eroded

Component Description

Churchtown and similar soils

Extent: 95 to 100 percent of the unit

Geomorphic setting: 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

Minor Dissimilar Components

Norden soils

Extent: 0 to 5 percent of the unit

116D2—Churchtown silt loam, 12 to 20 percent slopes,

moderately eroded

Component Description

Churchtown and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic setting: 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: Loam 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
La Crosse County, Wisconsin 25

Minor Dissimilar Components

Norden soils

Extent: 0 to 10 percent of the unit

Brownchurch soils

Extent: 0 to 5 percent of the unit

Beavercreek soils

Extent: 0 to 4 percent of the unit

116E2—Churchtown silt loam, 20 to 30 percent slopes,

moderately eroded

Component Description

Churchtown and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: 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

Minor Dissimilar Components

Norden soils

Extent: 0 to 15 percent of the unit

Brownchurch soils

Extent: 0 to 5 percent of the unit

Beavercreek soils

Extent: 0 to 4 percent of the unit

126B—Barremills silt loam, 1 to 6 percent slopes

Component Description

Barremills and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic setting: Hills

Position on the landform: Footslopes

Slope range: 1 to 6 percent

Texture of the surface layer: Silt loam
26 Soil Survey of

Depth to restrictive feature: Very deep (more than 60 inches)

Drainage class: Moderately well drained

Parent material: Silty slope alluvium over loess

Flooding: None

Shallowest depth to wet zone: 4.5 feet (May)

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

August, September, December)

Ponding: None

Available water capacity to a depth of 60 inches: 13.1 inches

Content of organic matter in the upper 10 inches: 3.0 percent

Typical profile:

Ap,A,AB—0 to 27 inches; silt loam

Bt—27 to 65 inches; silt loam

BC—65 to 80 inches; silt loam

Minor Dissimilar Components

Toddville soils

Extent: 0 to 10 percent of the unit

Arenzville soils

Extent: 0 to 10 percent of the unit

132B2—Brinkman silt loam, 2 to 6 percent slopes,

moderately eroded

Component Description

Brinkman and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: 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 clayey pedisediment

Flooding: None

Shallowest depth to wet zone: 4.5 feet (May)

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

August, September, December)

Ponding: None

Available water capacity to a depth of 60 inches: 12.7 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 71 inches; silt loam

2Bt—71 to 80 inches; clay

Minor Dissimilar Components

Valton soils

Extent: 0 to 10 percent of the unit

Mt. Carroll soils

Extent: 0 to 10 percent of the unit
La Crosse County, Wisconsin 27

132C2—Brinkman silt loam, 6 to 12 percent slopes,

moderately eroded

Component Description

Brinkman and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: Hills

Position on the landform: Backslopes, 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 clayey pedisediment

Flooding: None

Shallowest depth to wet zone: 4.5 feet (May)

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

August, September, December)

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

Bt—9 to 71 inches; silt loam

2Bt—71 to 80 inches; clay

Minor Dissimilar Components

Valton soils

Extent: 0 to 10 percent of the unit

Mt. Carroll soils

Extent: 0 to 10 percent of the unit

133B2—Valton silt loam, 2 to 6 percent slopes,

moderately eroded

Component Description

Valton and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: 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 clayey pedisediment

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 8.8 inches

Content of organic matter in the upper 10 inches: 2.3 percent
28 Soil Survey of

Typical profile:

Ap—0 to 9 inches; silt loam

Bt—9 to 22 inches; silt loam

2Bt—22 to 60 inches; clay

Minor Dissimilar Components

Brinkman soils

Extent: 0 to 10 percent of the unit

Lamoille soils

Extent: 0 to 10 percent of the unit

133C2—Valton silt loam, 6 to 12 percent slopes,

moderately eroded

Component Description

Valton and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: Hills

Position on the landform: Shoulders, 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: Well drained

Parent material: Loess over clayey pedisediment

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 8.8 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 22 inches; silt loam

2Bt—22 to 60 inches; clay

Minor Dissimilar Components

Brinkman soils

Extent: 0 to 10 percent of the unit

Lamoille soils

Extent: 0 to 10 percent of the unit

133D2—Valton silt loam, 12 to 20 percent slopes,

moderately eroded

Component Description

Valton and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: Hills

Position on the landform: Shoulders, backslopes
La Crosse County, Wisconsin 29

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 over clayey pedisediment

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 8.8 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 22 inches; silt loam

2Bt—22 to 60 inches; clay

Minor Dissimilar Components

Brinkman soils

Extent: 0 to 10 percent of the unit

Lamoille soils

Extent: 0 to 10 percent of the unit

134C2—Lamoille silt loam, 6 to 12 percent slopes,

moderately eroded

Component Description

Lamoille and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic setting: Hills

Position on the landform: Backslopes, shoulders

Slope range: 6 to 12 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 40 to 100 inches to bedrock (lithic)

Drainage class: Well drained

Parent material: Loess over clayey pedisediment

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 7.7 inches

Content of organic matter in the upper 10 inches: 1.4 percent

Typical profile:

Ap—0 to 9 inches; silt loam

E,BE—9 to 13 inches; silt loam

2Bt—13 to 27 inches; clay

3Bt—27 to 37 inches; very cobbly clay loam

3C—37 to 60 inches; very cobbly loam

Minor Dissimilar Components

Valton soils

Extent: 0 to 15 percent of the unit
30 Soil Survey of

134D2—Lamoille silt loam, 12 to 20 percent slopes,

moderately eroded

Component Description

Lamoille and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic setting: Hills

Position on the landform: Shoulders, backslopes

Slope range: 12 to 20 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 40 to 100 inches to bedrock (lithic)

Drainage class: Well drained

Parent material: Loess over clayey pedisediment

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 7.7 inches

Content of organic matter in the upper 10 inches: 1.4 percent

Typical profile:

A—0 to 9 inches; silt loam

E,BE—9 to 13 inches; silt loam

2Bt—13 to 27 inches; clay

3Bt—27 to 37 inches; very cobbly clay loam

3C—37 to 60 inches; very cobbly loam

Minor Dissimilar Components

Lamoille silty clay loam

Extent: 0 to 15 percent of the unit

Valton soils

Extent: 0 to 15 percent of the unit

163E2—Elbaville silt loam, 20 to 30 percent slopes,

moderately eroded

Component Description

Elbaville and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: Hills

Position on the landform: Backslopes, shoulders

Slope range: 20 to 30 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 5.0 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 7.1 inches

Content of organic matter in the upper 10 inches: 1.3 percent
La Crosse County, Wisconsin 31

Typical profile:

Ap—0 to 8 inches; silt loam

E—8 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

Minor Dissimilar Components

Dorerton soils

Extent: 0 to 10 percent of the unit

Valton soils

Extent: 0 to 5 percent of the unit

202C2—Lambeau silt loam, 6 to 12 percent slopes,

moderately eroded

Component Description

Lambeau and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic setting: Hills

Position on the landform: Shoulders, backslopes

Slope range: 6 to 12 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 45 to 80 inches to bedrock (paralithic)

Drainage class: Well drained

Parent material: Loess over sandy residuum

Flooding: None

Depth to wet zone: More than 5.3 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 10.5 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 42 inches; silt loam

2Bt—42 to 54 inches; loam, sandy loam

3C—54 to 64 inches; sand

3Cr—64 to 80 inches; weathered bedrock

Minor Dissimilar Components

Hixton soils

Extent: 0 to 10 percent of the unit

202D2—Lambeau silt loam, 12 to 20 percent slopes,

moderately eroded

Component Description

Lambeau and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic setting: Hills
32 Soil Survey of

Position on the landform: Shoulders, backslopes

Slope range: 12 to 20 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 45 to 80 inches to bedrock (paralithic)

Drainage class: Well drained

Parent material: Loess over sandy residuum

Flooding: None

Depth to wet zone: More than 5.3 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 10.5 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 42 inches; silt loam

2Bt—42 to 54 inches; loam

3C—54 to 64 inches; sand

3Cr—64 to 80 inches; weathered bedrock

Minor Dissimilar Components

Hixton soils

Extent: 0 to 10 percent of the unit

213D2—Hixton silt loam, 12 to 20 percent slopes,

moderately eroded

Component Description

Hixton and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: Hills

Position on the landform: Shoulders, 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: 6.1 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

Minor Dissimilar Components

Elevasil soils

Extent: 0 to 10 percent of the unit
La Crosse County, Wisconsin 33

Lambeau soils

Extent: 0 to 5 percent of the unit

Boone soils

Extent: 0 to 5 percent of the unit

213E2—Hixton silt loam, 20 to 30 percent slopes,

moderately eroded

Component Description

Hixton and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: Hills

Position on the landform: Shoulders, 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 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

Minor Dissimilar Components

Elevasil soils

Extent: 0 to 15 percent of the unit

Lambeau soils

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 setting: 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
34 Soil Survey of

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

Minor Dissimilar Components

Hixton soils

Extent: 1 to 5 percent of the unit

Elkmound soils

Extent: 0 to 5 percent of the unit

Boone soils

Extent: 1 to 5 percent of the unit

224C2—Elevasil sandy loam, 6 to 12 percent slopes,

moderately eroded

Component Description

Elevasil and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic setting: Hills

Position on the landform: Shoulders, 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

Minor Dissimilar Components

Boone soils

Extent: 0 to 10 percent of the unit

Elkmound soils

Extent: 0 to 5 percent of the unit
La Crosse County, Wisconsin 35

Hixton soils

Extent: 0 to 5 percent of the unit

224D2—Elevasil sandy loam, 12 to 20 percent slopes,

moderately eroded

Component Description

Elevasil and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: Hills

Position on the landform: Shoulders, 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

Minor 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

233C—Boone sand, 6 to 15 percent slopes

Component Description

Boone and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic setting: Hills

Position on the landform: Shoulders, 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
36 Soil Survey of

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

Minor Dissimilar Components

Tarr soils

Extent: 0 to 10 percent of the unit

253C2—Greenridge silt loam, 4 to 12 percent slopes,

moderately eroded

Component Description

Greenridge and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic setting: Hills

Position on the landform: Shoulders, summits

Slope range: 4 to 12 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: 45 to 80 inches to bedrock (paralithic)

Drainage class: Well drained

Parent material: Loess over loamy residuum

Flooding: None

Depth to wet zone: More than 5.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 11.6 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 50 inches; silt loam

2Bt—50 to 69 inches; fine sandy loam

2Cr—69 to 80 inches; weathered bedrock

Minor Dissimilar Components

Norden soils

Extent: 0 to 15 percent of the unit

253D2—Greenridge silt loam, 12 to 20 percent slopes,

moderately eroded

Component Description

Greenridge and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic setting: Hills

Position on the landform: Shoulders, backslopes

Slope range: 12 to 20 percent
La Crosse County, Wisconsin 37

Texture of the surface layer: Silt loam

Depth to restrictive feature: 45 to 80 inches to bedrock (paralithic)

Drainage class: Well drained

Parent material: Loess over loamy residuum

Flooding: None

Depth to wet zone: More than 5.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 11.6 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 50 inches; silt loam

2Bt—50 to 69 inches; fine sandy loam

2Cr—69 to 80 inches; weathered bedrock

Minor Dissimilar Components

Norden soils

Extent: 0 to 15 percent of the unit

254C2—Norden silt loam, 6 to 12 percent slopes,

moderately eroded

Component Description

Norden and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic setting: Hills

Position on the landform: Shoulders, 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

Minor Dissimilar Components

Urne soils

Extent: 0 to 5 percent of the unit

Greenridge soils

Extent: 0 to 5 percent of the unit

Rockbridge soils

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

254D2—Norden silt loam, 12 to 20 percent slopes,

moderately eroded

Component Description

Norden and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic setting: Hills

Position on the landform: Shoulders, 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

Minor Dissimilar Components

Urne soils

Extent: 0 to 10 percent of the unit

Greenridge soils

Extent: 0 to 10 percent of the unit

Rockbridge soils

Extent: 0 to 5 percent of the unit

254E2—Norden silt loam, 20 to 30 percent slopes,

moderately eroded

Component Description

Norden and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: Hills

Position on the landform: Shoulders, 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
La Crosse County, Wisconsin 39

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

Minor Dissimilar Components

Urne soils

Extent: 0 to 10 percent of the unit

Churchtown soils

Extent: 0 to 5 percent of the unit

Greenridge soils

Extent: 0 to 5 percent of the unit

296B—Ludington sand, 1 to 6 percent slopes

Component Description

Ludington and similar soils

Extent: 100 percent of the unit

Geomorphic setting: Pediments

Position on the landform: Footslopes

Slope range: 1 to 6 percent

Texture of the surface layer: Sand

Depth to restrictive feature: 20 to 40 inches to bedrock (paralithic)

Drainage class: Moderately well drained

Parent material: Sandy alluvium over loamy residuum

Flooding: None

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

Deepest depth to wet zone: More than 3.2 feet (January, February, June, July, August,

September, December)

Ponding: None

Available water capacity to a depth of 60 inches: 4.1 inches

Content of organic matter in the upper 10 inches: 1.4 percent

Typical profile:

Oe—0 to 1 inch; moderately decomposed plant material

A—1 to 4 inches; sand

E—4 to 11 inches; sand

Bs—11 to 16 inches; sand

Bw—16 to 33 inches; sand

2Bt—33 to 39 inches; sandy clay loam

2Cr—39 to 60 inches; weathered bedrock

312B2—Festina silt loam, 2 to 6 percent slopes,

moderately eroded

Component Description

Festina and similar soils

Extent: 100 percent of the unit

Geomorphic setting: Stream terraces

Geomorphic component: Treads

Slope range: 2 to 6 percent
40 Soil Survey of

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

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: 2.6 percent

Typical profile:

Ap—0 to 7 inches; silt loam

E—7 to 12 inches; silt loam

BE,Bt—12 to 38 inches; silt loam

BC,C—38 to 68 inches; silt loam

318A—Bearpen silt loam, 0 to 3 percent slopes, rarely

flooded

Component Description

Bearpen and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic setting: Stream terraces

Geomorphic component: 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

Minor Dissimilar Components

Ettrick soils

Extent: 0 to 5 percent of the unit

Toddville soils

Extent: 0 to 5 percent of the unit

Orion soils

Extent: 0 to 5 percent of the unit
La Crosse County, Wisconsin 41

326B2—Medary silt loam, 1 to 6 percent slopes,

moderately eroded

Component Description

Medary and similar soils

Extent: 95 to 100 percent of the unit

Geomorphic setting: Stream terraces

Geomorphic component: 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: Loess and silty alluvium over stratified silty to clayey slackwater

deposits

Flooding: None

Shallowest depth to wet zone: 3.0 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: 9.9 inches

Content of organic matter in the upper 10 inches: 1.3 percent

Typical profile:

Ap—0 to 7 inches; silt loam

BE—7 to 14 inches; silt loam

2Bt—14 to 30 inches; stratified clay to silty clay loam

2C—30 to 60 inches; stratified clay to silt loam

Minor Dissimilar Components

Festina soils

Extent: 0 to 5 percent of the unit

Bearpen soils

Extent: 0 to 5 percent of the unit

326F—Medary silt loam, 15 to 45 percent slopes

Component Description

Medary and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic setting: Stream terraces

Geomorphic component: Risers

Slope range: 15 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 slope alluvium over stratified clayey and silty slackwater deposits

Flooding: None

Shallowest depth to wet zone: 3.0 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: 9.8 inches

Content of organic matter in the upper 10 inches: 2.1 percent
42 Soil Survey of

Typical profile:

A—0 to 3 inches; silt loam

BE—3 to 14 inches; silt loam

2Bt—14 to 30 inches; stratified clay to silty clay loam

2C—30 to 60 inches; stratified clay to silt loam

Minor Dissimilar Components

Seep areas

Extent: 0 to 10 percent of the unit

336A—Toddville silt loam, 0 to 3 percent slopes

Component Description

Toddville and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: Stream terraces

Geomorphic component: 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 loamy alluvium

Flooding: None

Shallowest depth to wet zone: 4.0 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: 10.6 inches

Content of organic matter in the upper 10 inches: 3.0 percent

Typical profile:

Ap,AB—0 to 20 inches; silt loam

Bt—20 to 41 inches; silt loam

2Bt—41 to 50 inches; stratified silt loam to sandy loam

C—50 to 60 inches; stratified sand to loamy fine sand

Minor Dissimilar Components

Merimod soils

Extent: 0 to 10 percent of the unit

Bearpen 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 setting: Valley trains

Geomorphic component: Treads

Slope range: 0 to 3 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60 inches)
La Crosse County, Wisconsin 43

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: 8.0 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

Minor Dissimilar Components

Rasset soils

Extent: 0 to 10 percent of the unit

Dakota soils that have a 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 setting: Valley trains

Geomorphic component: 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: 6.9 inches

Content of organic matter in the upper 10 inches: 3.0 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

Minor 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
44 Soil Survey of

Rasset soils that have a loamy substratum

Extent: 0 to 5 percent of the unit

Sparta soils

Extent: 0 to 5 percent of the unit

424B—Merit silt loam, 1 to 6 percent slopes

Component Description

Merit and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: Stream terraces

Geomorphic component: 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: Well drained

Parent material: Silty 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: 7.7 inches

Content of organic matter in the upper 10 inches: 2.4 percent

Typical profile:

Ap—0 to 9 inches; silt loam

Bt—9 to 12 inches; silt loam

2Bt—12 to 30 inches; loam

3C—30 to 60 inches; stratified sand to fine sandy loam

Minor Dissimilar Components

Merimod soils

Extent: 0 to 10 percent of the unit

Bilson soils

Extent: 0 to 5 percent of the unit

424D2—Merit silt loam, 12 to 20 percent slopes,

moderately eroded

Component Description

Merit and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: Stream terraces

Geomorphic component: 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 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: 7.7 inches
La Crosse County, Wisconsin 45

Content of organic matter in the upper 10 inches: 2.4 percent

Typical profile:

Ap—0 to 9 inches; silt loam

Bt—9 to 12 inches; silt loam

2Bt—12 to 30 inches; loam

3C—30 to 60 inches; stratified sand to fine sandy loam

Minor Dissimilar Components

Bilson soils

Extent: 5 to 15 percent of the unit

424F—Merit silt loam, 20 to 45 percent slopes

Component Description

Merit and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: Stream terraces

Geomorphic component: 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 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: 7.5 inches

Content of organic matter in the upper 10 inches: 2.1 percent

Typical profile:

A—0 to 3 inches; silt loam

Bt—3 to 12 inches; silt loam

2Bt—12 to 30 inches; loam

3C—30 to 60 inches; stratified sand to fine sandy loam

Minor Dissimilar Components

Bilson soils

Extent: 0 to 10 percent of the unit

Seep areas

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 setting: Valley trains

Geomorphic component: 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
46 Soil Survey of

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 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

Minor Dissimilar Components

Rusktown soils

Extent: 0 to 5 percent of the unit

Plainfield soils

Extent: 0 to 10 percent of the unit

Silverhill soils

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 setting: Stream terraces

Geomorphic component: 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: 7.0 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

Minor Dissimilar Components

Elevasil soils

Extent: 0 to 5 percent of the unit

Bilmod soils

Extent: 0 to 7 percent of the unit

Gosil soils

Extent: 0 to 5 percent of the unit

Merimod soils

Extent: 0 to 3 percent of the unit
La Crosse County, Wisconsin 47

434C2—Bilson sandy loam, 6 to 12 percent slopes,

moderately eroded

Component Description

Bilson and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: Pediments

Position on the landform: Footslopes

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 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: 7.0 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

Minor Dissimilar Components

Gosil soils

Extent: 0 to 15 percent of the unit

Bilmod soils

Extent: 0 to 5 percent of the unit

446A—Merimod silt loam, 0 to 3 percent slopes

Component Description

Merimod and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: Stream terraces

Geomorphic component: 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 loamy alluvium

Flooding: None

Shallowest depth to wet zone: 4.0 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: 7.8 inches

Content of organic matter in the upper 10 inches: 2.4 percent

Typical profile:

Ap—0 to 9 inches; silt loam

Bt—9 to 17 inches; silt loam
48 Soil Survey of

2Bt—17 to 32 inches; loam

3C1—32 to 52 inches; stratified sand to loamy sand

3C2—52 to 60 inches; stratified sand to fine sandy loam

Minor Dissimilar Components

Merit soils

Extent: 0 to 10 percent of the unit

Bilmod soils

Extent: 0 to 5 percent of the unit

Toddville soils

Extent: 0 to 5 percent of the unit

456A—Bilmod sandy loam, 0 to 3 percent slopes

Component Description

Bilmod and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: Stream terraces

Geomorphic component: 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 and loamy alluvium

Flooding: None

Shallowest depth to wet zone: 4.0 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: 6.3 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 24 inches; sandy loam

2BC—24 to 32 inches; loamy sand

2C1—32 to 46 inches; stratified sand to loamy sand

2C2—46 to 60 inches; stratified sand to sandy loam

Minor Dissimilar Components

Bilson soils

Extent: 0 to 10 percent of the unit

Merimod soils

Extent: 0 to 5 percent of the unit

458A—Hoop sandy loam, 0 to 3 percent slopes

Component Description

Hoop and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: Depressions on stream terraces

Geomorphic component: Treads
La Crosse County, Wisconsin 49

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 alluvium

Flooding: None

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

Deepest depth to wet zone: 3.0 feet (July, August)

Ponding: None

Available water capacity to a depth of 60 inches: 5.5 inches

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

Typical profile:

Ap,A—0 to 11 inches; sandy loam

Bt—11 to 24 inches; sandy loam

2BC—24 to 34 inches; sand

2C—34 to 60 inches; sand

Minor Dissimilar Components

Bilmod soils

Extent: 0 to 10 percent of the unit

Newlang soils that are drained

Extent: 0 to 5 percent of the unit

483B2—Brice loamy fine sand, 2 to 6 percent slopes,

moderately eroded

Component Description

Brice and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic setting: Dunes on valley trains

Slope range: 2 to 6 percent

Texture of the surface layer: Loamy fine sand

Depth to restrictive feature: Very deep (more than 60 inches)

Drainage class: Excessively drained

Parent material: Eolian deposits

Flooding: None

Depth to wet zone: More than 6.7 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 6.4 inches

Content of organic matter in the upper 10 inches: 0.7 percent

Typical profile:

Ap—0 to 9 inches; loamy fine sand

Bw—9 to 23 inches; fine sand

2Bt—23 to 35 inches; fine sandy loam

3Bw—35 to 42 inches; fine sand

3E&Bt—42 to 80 inches; stratified fine sand to fine sandy loam

Minor Dissimilar Components

Finchford soils

Extent: 0 to 10 percent of the unit

Rasset soils

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

501A—Finchford loamy sand, 0 to 3 percent slopes

Component Description

Finchford and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: Valley trains

Geomorphic component: 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: 2.0 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

Minor 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

502B2—Chelsea fine sand, 2 to 6 percent slopes,

moderately eroded

Component Description

Chelsea and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic setting: 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
La Crosse County, Wisconsin 51

Bw—9 to 30 inches; fine sand

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

Minor Dissimilar Components

Finchford soils

Extent: 0 to 10 percent of the unit

Rasset soils

Extent: 0 to 5 percent of the unit

Sparta soils

Extent: 0 to 10 percent of the unit

502C2—Chelsea fine sand, 6 to 15 percent slopes,

moderately eroded

Component Description

Chelsea and similar soils

Extent: 95 to 100 percent of the unit

Geomorphic setting: 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

Minor Dissimilar Components

Finchford soils

Extent: 0 to 5 percent of the unit

Sparta 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 setting: Valley trains

Geomorphic component: 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
52 Soil Survey of

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

Minor Dissimilar Components

Chelsea soils

Extent: 0 to 5 percent of the unit

Boplain soils

Extent: 0 to 5 percent of the unit

Prissel soils

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 setting: Valley trains

Geomorphic component: 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

Minor Dissimilar Components

Boplain soils

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 setting: Valley trains
La Crosse County, Wisconsin 53

Geomorphic component: 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

Minor Dissimilar Components

Boplain soils

Extent: 0 to 5 percent of the unit

Seep areas

Extent: 0 to 5 percent of the unit

551A—Impact sand, 0 to 3 percent slopes

Component Description

Impact and similar soils

Extent: 95 to 100 percent of the unit

Geomorphic setting: Stream terraces

Geomorphic component: 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 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: 4.7 inches

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

Typical profile:

Ap—0 to 8 inches; sand

A,AB—8 to 15 inches; sand

Bw—15 to 36 inches; sand

C—36 to 60 inches; sand

Minor Dissimilar Components

Mindoro soils

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

556A—Mindoro sand, 0 to 3 percent slopes

Component Description

Mindoro and similar soils

Extent: 95 to 100 percent of the unit

Geomorphic setting: Stream terraces

Geomorphic component: 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 alluvium

Flooding: None

Shallowest depth to wet zone: 4.0 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: 4.9 inches

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

Typical profile:

Ap—0 to 9 inches; sand

A,AB—9 to 17 inches; sand

Bw—17 to 45 inches; sand

BC,C—45 to 60 inches; sand

Minor Dissimilar Components

Impact 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 setting: 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

Minor Dissimilar Components

Boone soils

Extent: 0 to 5 percent of the unit
La Crosse County, Wisconsin 55

Tint soils

Extent: 0 to 2 percent of the unit

561C—Tarr sand, 6 to 15 percent slopes

Component Description

Tarr and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic setting: Pediments

Position on the landform: Footslopes

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 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: 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

Minor Dissimilar Components

Boone soils

Extent: 0 to 10 percent of the unit

561F—Tarr sand, 15 to 60 percent slopes

Component Description

Tarr and similar soils

Extent: 95 to 100 percent of the unit

Geomorphic setting: Pediments

Geomorphic component: 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 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
56 Soil Survey of

Minor Dissimilar Components

Absco soils

Extent: 0 to 5 percent of the unit

562B—Gosil loamy sand, 1 to 6 percent slopes

Component Description

Gosil and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic setting: Pediments

Position on the landform: Toeslopes

Slope range: 1 to 6 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: 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: 5.1 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 23 inches; loamy sand

BC—23 to 27 inches; sand

C—27 to 60 inches; stratified sand to loamy fine sand

Minor Dissimilar Components

Bilson soils

Extent: 0 to 10 percent of the unit

562C—Gosil loamy sand, 6 to 12 percent slopes

Component Description

Gosil and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic setting: Pediments

Position on the landform: Footslopes

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: 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: 5.1 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 23 inches; loamy sand
La Crosse County, Wisconsin 57

BC—23 to 27 inches; sand

C—27 to 60 inches; stratified sand to loamy fine sand

Minor Dissimilar Components

Bilson soils

Extent: 0 to 10 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 setting: 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)

Drainage class: Moderately well drained

Parent material: Sandy pedisediment

Flooding: None

Shallowest depth to wet zone: 4.0 feet (April, May, November)

Deepest depth to wet zone: 5.5 feet (August)

Ponding: None

Available water capacity to a depth of 60 inches: 4.0 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

Minor Dissimilar Components

Tarr soils

Extent: 1 to 10 percent of the unit

Majik soils

Extent: 0 to 5 percent of the unit

Ludington soils

Extent: 0 to 5 percent of the unit

568A—Majik loamy fine sand, 0 to 3 percent slopes

Component Description

Majik and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: Depressions on stream terraces

Geomorphic component: Treads

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: Somewhat poorly drained

Parent material: Sandy alluvium

Flooding: None
58 Soil Survey of

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

Deepest depth to wet zone: 3.0 feet (July, August)

Ponding: None

Available water capacity to a depth of 60 inches: 4.3 inches

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

Typical profile:

A—0 to 4 inches; loamy fine sand

E—4 to 7 inches; sand

Bw,BC—7 to 29 inches; loamy fine sand

C—29 to 60 inches; fine sand

Minor Dissimilar Components

Tint soils

Extent: 0 to 10 percent of the unit

Newlang soils

Extent: 0 to 5 percent of the unit

569A—Newlang muck, 0 to 2 percent slopes, occasionally

flooded

Component Description

Newlang and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: Drainageways on flood plains; depressions on flood plains

Slope range: 0 to 2 percent

Texture of the surface layer: Muck

Depth to restrictive feature: Very deep (more than 60 inches)

Drainage class: Poorly drained

Parent material: Sandy 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: At the surface (March, April, May, June, October,

November)

Deepest depth to wet zone: 2.0 feet (August)

Shallowest ponding: 0.0 foot (January, February, July, August, September, December)

Deepest ponding: 0.5 foot (March, April, May, June, October, November)

Available water capacity to a depth of 60 inches: 6.1 inches

Content of organic matter in the upper 10 inches: 18.1 percent

Typical profile:

Oa—0 to 3 inches; muck

A—3 to 6 inches; loamy sand

Bg—6 to 22 inches; sand

C—22 to 63 inches; sand

Minor Dissimilar Components

Adder soils

Extent: 0 to 10 percent of the unit

Newlang soils that are drained

Extent: 0 to 5 percent of the unit
La Crosse County, Wisconsin 59

Majik soils

Extent: 0 to 5 percent of the unit

576B—Tintson sand, 1 to 6 percent slopes

Component Description

Tintson and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: Pediments

Position on the landform: Footslopes

Slope range: 1 to 6 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 alluvium over loamy alluvium

Flooding: None

Shallowest depth to wet zone: 3.0 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: 5.8 inches

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

Typical profile:

Ap—0 to 8 inches; sand

Bw,BC,C—8 to 46 inches; sand

2C—46 to 60 inches; stratified silt loam to sandy loam

Minor Dissimilar Components

Gosil soils

Extent: 0 to 10 percent of the unit

Bilmod soils

Extent: 0 to 5 percent of the unit

Majik soils

Extent: 0 to 5 percent of the unit

601C—Beavercreek cobbly fine sandy loam, 3 to 12

percent slopes, occasionally flooded

Component Description

Beavercreek and similar soils

Extent: 95 to 100 percent of the unit

Geomorphic setting: 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
60 Soil Survey of

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

Minor Dissimilar Components

Arenzville soils

Extent: 0 to 5 percent of the unit

606A—Huntsville silt loam, 0 to 3 percent slopes, rarely

flooded

Component Description

Huntsville and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic setting: 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: Moderately well drained

Parent material: Silty and loamy alluvium

Lowest frequency of flooding (if it occurs): Rare (January, February, March, April, May,

June, July, August, September, October, November, December)

Highest frequency of flooding: Rare (January, February, March, April, May, June, July,

August, September, October, November, December)

Shallowest depth to wet zone: 4.0 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: 13.4 inches

Content of organic matter in the upper 10 inches: 3.5 percent

Typical profile:

A1—0 to 12 inches; silt loam

A2-A4—12 to 50 inches; silt loam

C—50 to 60 inches; stratified silt loam to loam

Minor Dissimilar Components

Lawson soils

Extent: 0 to 10 percent of the unit

608A—Lawson silt loam, 0 to 3 percent slopes,

occasionally flooded

Component Description

Lawson and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: Flats on flood plains

Slope range: 0 to 3 percent

Texture of the surface layer: Silt loam
La Crosse County, Wisconsin 61

Depth to restrictive feature: Very deep (more than 60 inches)

Drainage class: Somewhat poorly drained

Parent material: Silty and loamy alluvium

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

August, September, October, November, December)

Highest frequency of flooding: Occasional (April, May)

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

Deepest depth to wet zone: 3.0 feet (July, August)

Ponding: None

Available water capacity to a depth of 60 inches: 12.6 inches

Content of organic matter in the upper 10 inches: 5.0 percent

Typical profile:

A—0 to 30 inches; silt loam

C—30 to 60 inches; stratified silty clay loam to sandy loam

Minor Dissimilar Components

Huntsville soils

Extent: 0 to 10 percent of the unit

Otter soils

Extent: 0 to 5 percent of the unit

609A—Otter silt loam, 0 to 2 percent slopes, frequently

flooded

Component Description

Otter and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic setting: Depressions on 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 and loamy alluvium

Lowest frequency of flooding (if it occurs): Occasional (January, February, March,

June, July, August, September, October, November, December)

Highest frequency of flooding: Frequent (April, May)

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

Deepest depth to wet zone: 2.0 feet (August)

Ponding: At the surface all year

Available water capacity to a depth of 60 inches: 12.7 inches

Content of organic matter in the upper 10 inches: 7.5 percent

Typical profile:

Ap,A—0 to 25 inches; silt loam

Cg—25 to 60 inches; stratified silty clay loam to sandy loam

Minor Dissimilar Components

Otter soils that are drained

Extent: 0 to 15 percent of the unit

Lawson soils

Extent: 0 to 10 percent of the unit
62 Soil Survey of

625A—Arenzville silt loam, channeled, 0 to 2 percent

slopes, occasionally flooded

Component Description

Arenzville and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic setting: 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: 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: 4.0 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: 2.0 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

Minor Dissimilar Components

Ettrick soils

Extent: 1 to 5 percent of the unit

Orion soils

Extent: 1 to 10 percent of the unit

626A—Arenzville silt loam, 0 to 3 percent slopes,

occasionally flooded

Component Description

Arenzville and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: 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: 4.0 feet (April, May, June, November)

Deepest depth to wet zone: 5.5 feet (August)
La Crosse County, Wisconsin 63

Ponding: None

Available water capacity to a depth of 60 inches: 12.5 inches

Content of organic matter in the upper 10 inches: 2.0 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

Minor 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 soils that have a loamy-skeletal substratum

Extent: 0 to 10 percent of the unit

628A—Orion silt loam, 0 to 3 percent slopes, occasionally

flooded

Component Description

Orion and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: 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: 3.0 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: 2.0 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

Minor Dissimilar Components

Arenzville soils

Extent: 0 to 10 percent of the unit

Ettrick soils

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

Soils that are not subject to flooding

Extent: 1 to 5 percent of the unit

Orion soils that have a loamy-skeletal substratum

Extent: 0 to 5 percent of the unit

629A—Ettrick silt loam, 0 to 2 percent slopes, frequently

flooded

Component Description

Ettrick and similar soils

Extent: 85 to 100 percent of the unit

Geomorphic setting: 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: 2.0 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: 8.0 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

Minor Dissimilar Components

Orion soils

Extent: 0 to 5 percent of the unit

Palms soils

Extent: 0 to 5 percent of the unit

Ettrick soils that are drained

Extent: 0 to 5 percent of the unit

656A—Scotah loamy fine sand, 0 to 3 percent slopes,

occasionally flooded

Component Description

Scotah and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: 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
La Crosse County, Wisconsin 65

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: 4.0 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

Minor 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

666A—Absco loamy sand, 0 to 3 percent slopes,

occasionally flooded

Component Description

Absco and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic setting: Flats on flood plains

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 and loamy alluvium

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

September, October, December)

Highest frequency of flooding: Occasional (March, April, May, June, November)

Shallowest depth to wet zone: 4.0 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: 3.5 inches

Content of organic matter in the upper 10 inches: 0.9 percent

Typical profile:

A—0 to 4 inches; loamy sand

Bw—4 to 14 inches; sand

C—14 to 60 inches; stratified sand to loamy sand

Minor Dissimilar Components

Newlang soils

Extent: 0 to 10 percent of the unit
66 Soil Survey of

676A—Kickapoo fine sandy loam, 0 to 3 percent slopes,

occasionally flooded

Component Description

Kickapoo and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: Drainageways

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

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: 4.0 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: 8.5 inches

Content of organic matter in the upper 10 inches: 1.5 percent

Typical profile:

Ap—0 to 5 inches; fine sandy loam

C—5 to 36 inches; stratified gravelly sand to silt

Ab—36 to 41 inches; silt loam

C ́—41 to 60 inches; stratified gravelly loamy sand to silt

Minor Dissimilar Components

Kickapoo soils that are not subject to flooding

Extent: 0 to 10 percent of the unit

Beavercreek soils

Extent: 0 to 4 percent of the unit

739A—Root loam, 0 to 2 percent slopes, frequently

flooded

Component Description

Root and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic setting: Drainageways on flood plains

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

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

August, September, October, November, December)

Highest frequency of flooding: Frequent (March, April, May, June)

Shallowest depth to wet zone: 0.5 foot (March, April, May, June, October, November)

Deepest depth to wet zone: 2.0 feet (August)

Ponding: None

Available water capacity to a depth of 60 inches: 8.1 inches

Content of organic matter in the upper 10 inches: 4.0 percent
La Crosse County, Wisconsin 67

Typical profile:

C1—0 to 7 inches; loam

C2—7 to 21 inches; loam

2C—21 to 60 inches; channery fine sandy loam

Minor Dissimilar Components

Somewhat poorly drained soils

Extent: 0 to 10 percent of the unit

743C2—Council fine sandy loam, 6 to 12 percent slopes,

moderately eroded

Component Description

Council and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: Hills

Position on the landform: Footslopes

Slope range: 6 to 12 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60 inches)

Drainage class: Well drained

Parent material: Loamy 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: 11.0 inches

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

Typical profile:

Ap—0 to 7 inches; fine sandy loam

Bt—7 to 45 inches; loam

C—45 to 60 inches; silt loam

Minor Dissimilar Components

Norden soils

Extent: 0 to 5 percent of the unit

Elevasil soils

Extent: 0 to 5 percent of the unit

Seaton soils

Extent: 0 to 5 percent of the unit

743D2—Council fine sandy loam, 12 to 20 percent slopes,

moderately eroded

Component Description

Council and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: Hills

Position on the landform: Footslopes

Slope range: 12 to 20 percent

Texture of the surface layer: Fine sandy loam
68 Soil Survey of

Depth to restrictive feature: Very deep (more than 60 inches)

Drainage class: Well drained

Parent material: Loamy 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: 11.0 inches

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

Typical profile:

Ap—0 to 7 inches; fine sandy loam

Bt—7 to 45 inches; loam

C—45 to 60 inches; silt loam

Minor Dissimilar Components

Elevasil soils

Extent: 0 to 5 percent of the unit

Norden soils

Extent: 0 to 5 percent of the unit

Seaton soils

Extent: 0 to 5 percent of the unit

743E2—Council fine sandy loam, 20 to 30 percent slopes,

moderately eroded

Component Description

Council and similar soils

Extent: 85 to 95 percent of the unit

Geomorphic setting: Hills

Position on the landform: Footslopes

Slope range: 20 to 30 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60 inches)

Drainage class: Well drained

Parent material: Loamy 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: 11.0 inches

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

Typical profile:

Ap—0 to 7 inches; fine sandy loam

Bt—7 to 45 inches; loam

C—45 to 60 inches; silt loam

Minor Dissimilar Components

Elevasil soils

Extent: 0 to 8 percent of the unit

Norden soils

Extent: 0 to 5 percent of the unit

Seaton soils

Extent: 0 to 5 percent of the unit
La Crosse County, Wisconsin 69

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 setting: Hills

Position on the landform: Backslopes

Slope range: 30 to 60 percent

Texture of the surface layer: Loam

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 5.0 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 setting: 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 5.0 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

Minor Dissimilar Components

Churchtown soils

Extent: 0 to 10 percent of the unit
70 Soil Survey of

Dorerton soils that are not stony

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 setting: Hills

Position on the landform: Backslopes, 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 setting: Hills

Position on the landform: Shoulders, 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

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
La Crosse County, Wisconsin 71

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

Minor Dissimilar Components

Gaphill soils that are very stony

Extent: 0 to 10 percent of the unit

Dorerton soils

Extent: 0 to 5 percent of the unit

Brownchurch soils

Extent: 0 to 5 percent of the unit

Rock outcrop

Extent: 0 to 3 percent of the unit

1155F—Brodale-Bellechester-Rock outcrop complex, 60

to 90 percent slopes

Component Description

Brodale and similar soils

Extent: 30 to 50 percent of the unit

Geomorphic setting: Hills

Position on the landform: Shoulders, backslopes

Slope range: 60 to 80 percent

Texture of the surface layer: Very flaggy loam

Depth to restrictive feature: 40 to 80 inches to bedrock (lithic)

Drainage class: Excessively drained

Parent material: Loamy colluvium over loamy residuum

Flooding: None

Depth to wet zone: More than 4.2 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.6 inches

Content of organic matter in the upper 10 inches: 3.2 percent

Typical profile:

A—0 to 6 inches; very flaggy loam

C—6 to 50 inches; very flaggy very fine sandy loam

R—50 to 80 inches; weathered bedrock

Bellechester and similar soils

Extent: 20 to 40 percent of the unit

Geomorphic setting: Hills

Position on the landform: Backslopes

Slope range: 60 to 90 percent

Texture of the surface layer: Sand

Depth to restrictive feature: 40 to 70 inches to bedrock (paralithic)

Drainage class: Excessively drained

Parent material: Sandy colluvium over sandy residuum

Flooding: None

Depth to wet zone: More than 3.5 feet all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.0 inches

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

Typical profile:

A1—0 to 7 inches; sand

A2,BA—7 to 23 inches; sand

Bw,BC—23 to 42 inches; sand

Cr—42 to 80 inches; weathered bedrock

Rock outcrop

Extent: 10 to 20 percent of the unit

Geomorphic setting: Hills

Position on the landform: Shoulders

Slope range: 60 to 90 percent

Flooding: None

Minor Dissimilar Components

Bellechester soils that are very stony

Extent: 1 to 15 percent of the unit

Churchtown soils

Extent: 1 to 5 percent of the unit

Talus slopes

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

Geomorphic setting: 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 setting: Hills

Position on the landform: Backslopes, footslopes

Slope range: 15 to 45 percent

Texture of the surface layer: Sand

Depth to restrictive feature: Very deep (more than 60 inches)
La Crosse County, Wisconsin 73

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

Minor Dissimilar Components

Elevasil soils

Extent: 0 to 15 percent of the unit

Rock outcrop

Extent: 0 to 5 percent of the unit

1658A—Algansee-Kalmarville complex, 0 to 3 percent

slopes, frequently flooded

Component Description

Algansee and similar soils

Extent: 50 to 60 percent of the unit

Geomorphic setting: 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

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: 3.0 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 and similar soils

Extent: 25 to 35 percent of the unit

Geomorphic setting: 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: Very deep (more than 60 inches)

Drainage class: Poorly drained

Parent material: Silty and loamy alluvium over sandy alluvium
74 Soil Survey of

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

Minor Dissimilar Components

Scotah soils

Extent: 1 to 10 percent of the unit

Palms soils

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 soils

Extent: 0 to 5 percent of the unit

1743F—Council-Elevasil-Norden complex, 30 to 60

percent slopes

Component Description

Council and similar soils

Extent: 30 to 40 percent of the unit

Geomorphic setting: Hills

Position on the landform: Backslopes

Slope range: 30 to 40 percent

Texture of the surface layer: Loam

Depth to restrictive feature: Very deep (more than 60 inches)

Drainage class: Well drained

Parent material: Loamy 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: 11.3 inches

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

Typical profile:

Oe—0 to 1 inch; moderately decomposed plant material
La Crosse County, Wisconsin 75

A—1 to 3 inches; loam

Bt—3 to 45 inches; loam

C—45 to 60 inches; silt loam

Elevasil and similar soils

Extent: 25 to 35 percent of the unit

Geomorphic setting: Hills

Position on the landform: Backslopes

Slope range: 30 to 60 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

Norden and similar soils

Extent: 25 to 35 percent of the unit

Geomorphic setting: Hills

Position on the landform: Backslopes

Slope range: 30 to 60 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

2Bt—20 to 37 inches; fine sandy loam

2Cr—37 to 60 inches; weathered bedrock

Minor Dissimilar Components

Seaton soils

Extent: 0 to 5 percent of the unit

Rock outcrop

Extent: 0 to 2 percent of the unit
76 Soil Survey of

2002—Udorthents, earthen dams

Component Description

Udorthents, earthen dams

Extent: 100 percent of the unit

General description: Earthen dams generally consist 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 in the mapped areas. 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 setting: Flood plains

General description: This map unit occurs as areas of unstable sediments that are

reworked frequently by rivers. The sediments are typically sandy and gravelly, but

in some areas they are silty and clayey. 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.

Minor 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

2013—Pits, gravel

Component Description

Pits, gravel

Extent: 100 percent of the unit

General 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 are included in some of the mapped areas. Many pits have

been excavated to or below the ground water level and have intermittent or deep

water ponds. 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

Pits, quarry, hard bedrock

Extent: 100 percent of the unit

General description: This map unit consits of open excavations from which dolostone,
La Crosse County, Wisconsin 77

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 are included in some of the mapped

areas. Because of the variability of this map unit, interpretations for specific uses

are not available. Onsite investigation is needed.

2020—Urban land, valley trains

Component Description

Urban land, valley trains

Extent: 75 to 100 percent of the unit

Slope range: 0 to 20 percent

General description: This map unit consists of land mostly covered by streets, parking

lots, buildings, and other structures of urban areas. Soil textures and colors and

the thickness of the individual soil layers vary greatly as a result of disturbance

caused by urban development. Because of the variability of this map unit,

interpretations for specific uses are not available. Onsite investigation is needed.

Minor Dissimilar Components

Chelsea soils

Extent: 0 to 15 percent of the unit

Finchford soils

Extent: 0 to 15 percent of the unit

Rasset soils

Extent: 0 to 15 percent of the unit

2030—Udorthents and Udipsamments, cut or fill

Component Description

Udorthents, cut or fill, and similar soils

Extent: 0 to 100 percent of the unit

Depth to restrictive feature: Very deep (more than 60 inches)

Flooding: None

Ponding: None

General description: This component consists of 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 are

included in some of the mapped areas. Because of the variability of this

component, interpretations for specific uses are not available. Onsite investigation

is needed.

Udipsamments, cut or fill, and similar soils

Extent: 0 to 100 percent of the unit

Depth to restrictive feature: Very deep (more than 60 inches)

Flooding: None

Ponding: None

General description: This component consists of 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 are included in some of the

mapped areas. Because of the variability of this component, interpretations for

specific uses are not available. Onsite investigation is needed.
78 Soil Survey of

2040—Udipsamments, dredge material

Component Description

Udipsamments, dredge material, and similar soils

Extent: 90 to 100 percent of the unit

Geomorphic setting: Flood plains

Depth to restrictive feature: Very deep (more than 60 inches)

Flooding: None

Ponding: None

General description: This map unit consists of piles of soil material that have been

dredged from the river channels and deposited in areas of adjacent soils. Because

of the variability of this map unit, interpretations for specific uses are not available.

Onsite investigation is needed.

Minor Dissimilar Components

Algansee soils

Extent: 0 to 10 percent of the unit

Kalmarville soils

Extent: 0 to 10 percent of the unit

2050—Landfill

Component Description

Landfill

Extent: 100 percent of the unit

General description: This map unit occurs as 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

General 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 in mapping are

narrow dikes that surround the water areas.

W—Water

General Description

• This map unit includes 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 are covered throughout the year. Small islands, flood plains,

or riverwash may be included in mapping.
La Crosse County, Wisconsin 79

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

_______________________________________________________________________________________________________

 | | |

 Map | Soil name | Acres |Percent

symbol | | | _______________________________________________________________________________________________________

 | | |

20A |Palms and Houghton mucks, 0 to 1 percent slopes--------------------------| 1,030 | 0.3

21A |Palms muck, 0 to 1 percent slopes, frequently flooded--------------------| 2,405 | 0.8

30A |Adder muck, 0 to 1 percent slopes, frequently flooded--------------------| 983 | 0.3

110D3 |Timula silt loam, 12 to 20 percent slopes, severely eroded---------------| 364 | 0.1

110E2 |Timula silt loam, 20 to 30 percent slopes, moderately eroded-------------| 459 | 0.1

114B2 |Mt. Carroll silt loam, 2 to 6 percent slopes, moderately eroded----------| 1,683 | 0.5

115C2 |Seaton silt loam, 6 to 12 percent slopes, moderately eroded--------------| 7,931 | 2.6

115D2 |Seaton silt loam, 12 to 20 percent slopes, moderately eroded-------------| 10,691 | 3.5

115E2 |Seaton silt loam, 20 to 30 percent slopes, moderately eroded-------------| 2,528 | 0.8

116C2 |Churchtown silt loam, 6 to 12 percent slopes, moderately eroded----------| 554 | 0.2

116D2 |Churchtown silt loam, 12 to 20 percent slopes, moderately eroded---------| 4,046 | 1.3

116E2 |Churchtown silt loam, 20 to 30 percent slopes, moderately eroded---------| 25,114 | 8.2

126B |Barremills silt loam, 1 to 6 percent slopes------------------------------| 7,462 | 2.4

132B2 |Brinkman silt loam, 2 to 6 percent slopes, moderately eroded-------------| 1,454 | 0.5

132C2 |Brinkman silt loam, 6 to 12 percent slopes, moderately eroded------------| 4,324 | 1.4

133B2 |Valton silt loam, 2 to 6 percent slopes, moderately eroded---------------| 1,325 | 0.4

133C2 |Valton silt loam, 6 to 12 percent slopes, moderately eroded--------------| 6,101 | 2.0

133D2 |Valton silt loam, 12 to 20 percent slopes, moderately eroded-------------| 12,199 | 4.0

134C2 |Lamoille silt loam, 6 to 12 percent slopes, moderately eroded------------| 666 | 0.2

134D2 |Lamoille silt loam, 12 to 20 percent slopes, moderately eroded-----------| 1,786 | 0.6

163E2 |Elbaville silt loam, 20 to 30 percent slopes, moderately eroded----------| 4,002 | 1.3

202C2 |Lambeau silt loam, 6 to 12 percent slopes, moderately eroded-------------| 302 | *

202D2 |Lambeau silt loam, 12 to 20 percent slopes, moderately eroded------------| 1,705 | 0.6

213D2 |Hixton silt loam, 12 to 20 percent slopes, moderately eroded-------------| 498 | 0.2

213E2 |Hixton silt loam, 20 to 30 percent slopes, moderately eroded-------------| 821 | 0.3

224B |Elevasil sandy loam, 2 to 6 percent slopes-------------------------------| 88 | *

224C2 |Elevasil sandy loam, 6 to 12 percent slopes, moderately eroded-----------| 111 | *

224D2 |Elevasil sandy loam, 12 to 20 percent slopes, moderately eroded----------| 134 | *

233C |Boone sand, 6 to 15 percent slopes---------------------------------------| 735 | 0.2

253C2 |Greenridge silt loam, 4 to 12 percent slopes, moderately eroded----------| 1,135 | 0.4

253D2 |Greenridge silt loam, 12 to 20 percent slopes, moderately eroded---------| 6,030 | 2.0

254C2 |Norden silt loam, 6 to 12 percent slopes, moderately eroded--------------| 132 | *

254D2 |Norden silt loam, 12 to 20 percent slopes, moderately eroded-------------| 3,799 | 1.2

254E2 |Norden silt loam, 20 to 30 percent slopes, moderately eroded-------------| 4,999 | 1.6

296B |Ludington sand, 1 to 6 percent slopes------------------------------------| 222 | *

312B2 |Festina silt loam, 2 to 6 percent slopes, moderately eroded--------------| 1,956 | 0.6

318A |Bearpen silt loam, 0 to 3 percent slopes, rarely flooded-----------------| 1,498 | 0.5

326B2 |Medary silt loam, 1 to 6 percent slopes, moderately eroded---------------| 234 | *

326F |Medary silt loam, 15 to 45 percent slopes--------------------------------| 110 | *

336A |Toddville silt loam, 0 to 3 percent slopes-------------------------------| 7,184 | 2.3

403A |Dakota silt loam, 0 to 3 percent slopes----------------------------------| 443 | 0.1

413A |Rasset sandy loam, 0 to 3 percent slopes---------------------------------| 1,501 | 0.5

424B |Merit silt loam, 1 to 6 percent slopes-----------------------------------| 2,637 | 0.9

424D2 |Merit silt loam, 12 to 20 percent slopes, moderately eroded--------------| 410 | 0.1

424F |Merit silt loam, 20 to 45 percent slopes---------------------------------| 2,358 | 0.8

433B |Forkhorn sandy loam, 2 to 6 percent slopes-------------------------------| 153 | *

434B |Bilson sandy loam, 1 to 6 percent slopes---------------------------------| 2,527 | 0.8

434C2 |Bilson sandy loam, 6 to 12 percent slopes, moderately eroded-------------| 1,384 | 0.5

446A |Merimod silt loam, 0 to 3 percent slopes---------------------------------| 1,593 | 0.5

456A |Bilmod sandy loam, 0 to 3 percent slopes---------------------------------| 1,044 | 0.3

458A |Hoop sandy loam, 0 to 3 percent slopes-----------------------------------| 475 | 0.2

483B2 |Brice loamy fine sand, 2 to 6 percent slopes, moderately eroded----------| 493 | 0.2

501A |Finchford loamy sand, 0 to 3 percent slopes------------------------------| 3,992 | 1.3

502B2 |Chelsea fine sand, 2 to 6 percent slopes, moderately eroded--------------| 2,507 | 0.8

502C2 |Chelsea fine sand, 6 to 15 percent slopes, moderately eroded-------------| 1,824 | 0.6

511B |Plainfield sand, 2 to 6 percent slopes-----------------------------------| 417 | 0.1

511C |Plainfield sand, 6 to 15 percent slopes----------------------------------| 229 | *

511F |Plainfield sand, 15 to 60 percent slopes---------------------------------| 840 | 0.3

551A |Impact sand, 0 to 3 percent slopes---------------------------------------| 2,177 | 0.7

556A |Mindoro sand, 0 to 3 percent slopes--------------------------------------| 1,374 | 0.4

 | | |

 See footnote at end of table.
80

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

_______________________________________________________________________________________________________

 | | |

 Map | Soil name | Acres |Percent

symbol | | | _______________________________________________________________________________________________________

 | | |

561B |Tarr sand, 1 to 6 percent slopes-----------------------------------------| 4,094 | 1.3

561C |Tarr sand, 6 to 15 percent slopes----------------------------------------| 3,259 | 1.1

561F |Tarr sand, 15 to 60 percent slopes---------------------------------------| 1,498 | 0.5

562B |Gosil loamy sand, 1 to 6 percent slopes----------------------------------| 4,140 | 1.3

562C |Gosil loamy sand, 6 to 12 percent slopes---------------------------------| 2,100 | 0.7

566A |Tint sand, 0 to 3 percent slopes-----------------------------------------| 393 | 0.1

568A |Majik loamy fine sand, 0 to 3 percent slopes-----------------------------| 263 | *

569A |Newlang muck, 0 to 2 percent slopes, occasionally flooded----------------| 1,734 | 0.6

576B |Tintson sand, 1 to 6 percent slopes--------------------------------------| 597 | 0.2

601C |Beavercreek cobbly fine sandy loam, 3 to 12 percent slopes, occasionally | |

 | flooded-----------------------------------------------------------------| 880 | 0.3

606A |Huntsville silt loam, 0 to 3 percent slopes, rarely flooded--------------| 329 | 0.1

608A |Lawson silt loam, 0 to 3 percent slopes, occasionally flooded------------| 227 | *

609A |Otter silt loam, 0 to 2 percent slopes, frequently flooded---------------| 352 | 0.1

625A |Arenzville silt loam, channeled, 0 to 2 percent slopes, occasionally | |

 | flooded-----------------------------------------------------------------| 2,135 | 0.7

626A |Arenzville silt loam, 0 to 3 percent slopes, occasionally flooded--------| 5,657 | 1.8

628A |Orion silt loam, 0 to 3 percent slopes, occasionally flooded-------------| 3,404 | 1.1

629A |Ettrick silt loam, 0 to 2 percent slopes, frequently flooded-------------| 2,344 | 0.8

656A |Scotah loamy fine sand, 0 to 3 percent slopes, occasionally flooded------| 1,134 | 0.4

666A |Absco loamy sand, 0 to 3 percent slopes, occasionally flooded------------| 914 | 0.3

676A |Kickapoo fine sandy loam, 0 to 3 percent slopes, occasionally flooded----| 4,389 | 1.4

739A |Root loam, 0 to 2 percent slopes, frequently flooded---------------------| 122 | *

743C2 |Council fine sandy loam, 6 to 12 percent slopes, moderately eroded-------| 1,626 | 0.5

743D2 |Council fine sandy loam, 12 to 20 percent slopes, moderately eroded------| 2,885 | 0.9

743E2 |Council fine sandy loam, 20 to 30 percent slopes, moderately eroded------| 844 | 0.3

1125F |Dorerton, very stony-Elbaville complex, 30 to 60 percent slopes----------| 31,047 | 10.1

1145F |Gaphill-Rockbluff complex, 30 to 60 percent slopes-----------------------| 4,027 | 1.3

1155F |Brodale-Bellechester-Rock outcrop complex, 60 to 90 percent slopes-------| 327 | 0.1

1233F |Boone-Tarr sands, 15 to 50 percent slopes--------------------------------| 1,648 | 0.5

1658A |Algansee-Kalmarville complex, 0 to 3 percent slopes, frequently flooded--| 15,052 | 4.9

1743F |Council-Elevasil-Norden complex, 30 to 60 percent slopes-----------------| 19,897 | 6.5

2002 |Udorthents, earthen dams-------------------------------------------------| 32 | *

2003A |Riverwash----------------------------------------------------------------| 37 | *

2013 |Pits, gravel-------------------------------------------------------------| 78 | *

2014 |Pits, quarry, hard bedrock-----------------------------------------------| 435 | 0.1

2020 |Urban land, valley trains------------------------------------------------| 11,163 | 3.6

2030 |Udorthents and Udipsamments, cut or fill---------------------------------| 1,632 | 0.5

2040 |Udipsamments, dredge material--------------------------------------------| 105 | *

2050 |Landfill-----------------------------------------------------------------| 196 | *

M-W |Miscellaneous water------------------------------------------------------| 9 | *

W |Water--------------------------------------------------------------------| 19,254 | 6.3

 | |____________|________

 | Total---------------------------------------------------------------| 307,437 | 100.0

 | | | _______________________________________________________________________________________________________

 * Less than 0.1 percent.
81

This soil survey is an inventory and evaluation of the soils in the survey area. It can

be used to adjust land uses to the limitations and potentials of natural resources and

the environment. Also, it can help to prevent soil-related failures in land uses.

In preparing a soil survey, soil scientists, conservationists, engineers, and others

collect extensive field data about the nature and behavioral characteristics of the soils.

They collect data on erosion, droughtiness, flooding, and other factors that affect

various soil uses and management. Field experience and collected data on soil

properties and performance are used as a basis in predicting soil behavior.

Information in this section can be used to plan the use and management of soils for

crops and pasture; as forest land; as sites for buildings, sanitary facilities, highways

and other transportation systems, and parks and other recreational facilities; as sites

for agricultural waste management; and as wildlife habitat. It can be used to identify

the potentials and limitations of each soil for specific land uses and to help prevent

construction failures caused by unfavorable soil properties.

Planners and others using soil survey information can evaluate the effect of specific

land uses on productivity and on the environment in all or part of the survey area. The

survey can help planners to maintain or create a land use pattern in harmony with the

natural soil.

Contractors can use this survey to locate sources of sand and gravel, roadfill, and

topsoil. They can use it to identify areas where bedrock, wetness, or very firm soil

layers can cause difficulty in excavation.

Health officials, highway officials, engineers, and others may also find this survey

useful. The survey can help them plan the safe disposal of wastes and locate sites for

pavements, sidewalks, campgrounds, playgrounds, lawns, and trees and shrubs.

Interpretive Ratings

The interpretive tables in this survey rate the soils in the survey area for various

uses. Many of the tables identify the limitations that affect specified uses and indicate

the severity of those limitations. The ratings in these tables are both verbal and

numerical.

Rating Class Terms

Rating classes are expressed in the tables in terms that indicate the extent to which

the soils are limited by all of the soil features that affect a specified use or in terms that

indicate the suitability of the soils for the use. Thus, the tables may show limitation

classes or suitability classes. Terms for the limitation classes are not limited,

somewhat limited, and very limited. The suitability ratings are expressed as well suited,

moderately suited, poorly suited, and unsuited or as good, fair, poor, and very poor.

Numerical Ratings

Numerical ratings in the tables indicate the relative severity of individual limitations.

The ratings are shown as decimal fractions ranging from 0.00 to 1.00. They indicate

Use and Management of the Soils
82 Soil Survey of

gradations between the point at which a soil feature has the greatest negative impact

on the use and the point at which the soil feature is not a limitation. The limitations

appear in order from the most limiting to the least limiting. Thus, if more than one

limitation is identified, the most severe limitation is listed first and the least severe one

is listed last.

Crops and Pasture

General management needed for crops and for hay and pasture is suggested in this

section. Climate information for the survey area is provided, the estimated yields of the

main crops and hay and pasture plants are listed, the system of land capability

classification used by the Natural Resources Conservation Service is explained, and

prime farmland is described. Planners of management systems for individual fields or

farms should consider obtaining specific information from the local office of the Natural

Resources Conservation Service or the Cooperative Extension Service.

Climate

Table 3 gives data on temperature and precipitation for the survey area as recorded

at the La Crosse 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 18.3 degrees F and the average daily

minimum temperature is 9.5 degrees. The lowest temperature on record, which

occurred on January 30, 1951, is -37 degrees. In summer, the average temperature is

71 degrees and the average daily maximum temperature is 82 degrees. The highest

temperature, which occurred on July 13, 1995, is 108 degrees.

Growing degree days are shown in table 3. They are equivalent to “heat units.”

During the month, growing degree days accumulate by the amount that the average

temperature each day exceeds a base temperature (40 degrees F). The normal

monthly accumulation is used to schedule single or successive plantings of a crop

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

The total annual precipitation is 30.53 inches. Of this total, 18.7 inches, or about 61

percent, usually falls in May through September. The growing season for most crops

falls within this period. The heaviest 1-day rainfall during the period of record was 5.24

inches on July 27, 1987. Thunderstorms occur on about 40 days each year, and most

occur between May and August.

The average seasonal snowfall is 41.5 inches. The greatest snow depth at any one

time during the period of record was 34 inches on January 24, 1979. On an average,

80 days per year have at least 1 inch of snow on the ground. The heaviest 1-day

snowfall on record was 14.4 inches on December 3, 1990.

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,
La Crosse County, Wisconsin 83

conservation cropping systems, crop residue management, terraces, diversions, and

grassed waterways help to prevent excessive soil loss.

Measures that are effective in maintaining soil fertility include applying fertilizer, both

organic and inorganic, including manure; incorporating crop residue or green manure

crops into the soil; and using proper crop rotations. Controlling erosion helps to

prevent the loss of organic matter and plant nutrients and thus helps to maintain

productivity, although the level of fertility can be reduced even in areas where erosion

is controlled. All soils used for nonirrigated crops respond well to applications of

fertilizer.

Some of the considerations shown in the table cannot be easily overcome. These

are channels, flooding, gullies, and ponding.

Additional considerations are as follows:

Lime content, limited available water capacity, limited content of organic matter,

potential poor tilth and compaction, and restricted permeability.—These limitations can

be minimized by incorporating green manure crops, manure, or crop residue into the

soil; applying a system of conservation tillage; and using conservation cropping

systems. Also, crops may respond well to additions of phosphate fertilizer to soils that

have a high content of lime.

Potential for ground-water contamination.—The proper use of nutrients and

pesticides can reduce the risk of ground-water contamination.

Potential for surface-water contamination.—The risk of surface-water contamination

can be reduced by the proper use of nutrients and pesticides and by conservation

farming practices that reduce the runoff rate.

Surface crusting.—This limitation retards seedling development after periods of

heavy rainfall.

Surface rock fragments.—This limitation causes rapid wear of tillage equipment. It

cannot be easily overcome.

Surface stones.—Stones or boulders on or near the surface can hinder normal

tillage unless they are removed.

Salt content.—In areas where this is a limitation, only salt-tolerant crops should be

grown.

On irrigated soils the main management concerns are efficient water use, nutrient

management, control of erosion, pest and weed control, and timely planting and

harvesting for a successful crop. An irrigation system that provides optimum control

and distribution of water at minimum cost is needed. Overirrigation wastes water,

leaches plant nutrients, and causes erosion. Also, it can increase wetness and soil

salinity.

Explanation of Criteria

Acid soil.—The pH is less than 6.1.

Channeled.—The word “channeled” is included in the map unit name.

Dense layer.—The bulk density is 1.80 g/cc or greater within the soil profile.

Depth to rock.—The depth to bedrock is less than 40 inches.

Eroded.—The word “eroded” is included in the map unit name.

Excessive permeability.—Saturated hydraulic conductivity is 42 micrometers per

second or more within the soil profile.

Flooding.—Flooding is occasional, frequent, or very frequent.

Gullied.—The word “gullied” is included in the map unit name.

High content of organic matter.—The surface layer has more than 20 percent

organic matter.

Lime content.—The pH is 7.4 or more in the surface layer, or the wind erodibility

group is 4L.

Limited available water capacity.—The available water capacity calculated to a

depth of 60 inches or to a root-limiting layer is 6 inches or less.
84 Soil Survey of

Limited content of organic matter.—The content of organic matter is 2 percent or

less in the surface layer.

Ponding.—Ponding duration is assigned to the soil. Water is above the surface.

Potential poor tilth and compaction.—The content of clay is 27 percent or more in

the surface layer.

Potential for ground-water contamination (by nutrients or pesticides).—The depth to

a zone in which the soil moisture status is wet is 4 feet or less, the saturated hydraulic

conductivity of any layer is more than 42 micrometers per second, or the depth to

bedrock is less than 60 inches.

Potential for surface-water contamination (by nutrients or pesticides).—The soil is

occasionally, frequently, or very frequently flooded, is subject to ponding, is assigned

to hydrologic group C or D and has a slope of more than 2 percent, is assigned to

hydrologic group A and has a slope of more than 6 percent, or is assigned to

hydrologic group B, has a slope of 3 percent or more, and has a K factor of more than

0.17.

Previously eroded.—The word “eroded” is included in the map unit name.

Restricted permeability.—Saturated hydraulic conductivity is less than 0.42

micrometer per second within the soil profile.

Salt content.—The electrical conductivity is 4 or more in the surface layer or 8 or

more within a depth of 30 inches.

Slope (equipment limitation).—The slope is more than 15 percent.

Surface crusting.—The content of clay is 27 percent or more and the content of

organic matter is 2 percent or less in the surface layer.

Surface rock fragments (equipment limitation).—The terms describing the texture of

the surface layer include any rock fragment modifier, except for gravelly, channery,

stony, very stony, extremely stony, bouldery, very bouldery, and extremely bouldery.

Surface stones (equipment limitation).—The word “stony” or “bouldery” is included

in the description of the surface layer, or 0.01 percent or more of the surface is

covered by boulders.

Water erosion.—Either the slope is 6 percent or more, or the slope is more than 3

percent and less than 6 percent and the surface layer is not sandy.

Wet soil moisture status.—A zone in which the soil moisture status is wet is within

2.5 feet of the surface.

Wind erosion.—The wind erodibility group is 1, 2, 3, or 4L.

Hydrologic groups are described under the heading “Water Features.” Erosion

factors (e.g., K factor) and wind erodibility groups are described under the heading

“Physical Properties.”

Crop Yield Estimates

The average yields per acre that can be expected of the principal crops and hay

and pasture plants under a high level of management are shown in table 7. In any

given year, yields may be higher or lower than those indicated in the table because of

variations in rainfall and other climatic factors. The land capability classification of map

units in the survey area also is shown in table 7.

The yields are based mainly on the experience and records of farmers,

conservationists, and extension agents. Available yield data from nearby counties and

results of field trials and demonstrations also are considered.

The management needed to obtain the indicated yields of the various crops

depends on the kind of soil and the crop. Management can include drainage, erosion

control, and protection from flooding; the proper planting and seeding rates; suitable

high-yielding crop varieties; appropriate and timely tillage; control of weeds, plant

diseases, and harmful insects; favorable soil reaction and optimum levels of nitrogen,

phosphorus, potassium, and trace elements for each crop; effective use of crop
La Crosse County, Wisconsin 85

residue, barnyard manure, and green manure crops; and harvesting that ensures the

smallest possible loss.

The estimated yields reflect the productive capacity of each soil for each of the

principal crops. Yields are likely to increase as new production technology is

developed. The productivity of a given soil compared with that of other soils, however,

is not likely to change.

Crops other than those shown in the table are grown in the survey area, but

estimated yields are not listed because the acreage of such crops is small. The local

office of the Natural Resources Conservation Service or the Cooperative Extension

Service can provide information about the management and productivity of the soils

for those crops.

Pasture and Hayland Interpretations

Under good management, proper grazing is essential for the production of highquality forage, stand survival, and erosion control. Proper grazing helps plants to

maintain sufficient and generally vigorous top growth during the growing season.

Brush control is essential in many areas, and weed control generally is needed.

Rotation grazing and pasture renovation also are important management practices.

Yield estimates are often provided in animal unit months (AUM), or the amount of

forage or feed required to feed one animal unit (one cow, one horse, one mule, five

sheep, or five goats) for 30 days.

The local office of the Natural Resources Conservation Service or the Cooperative

Extension Service can provide information about forage yields other than those shown

in the yields table.

Land Capability Classification

Land capability classification shows, in a general way, the suitability of soils for most

kinds of field crops. Crops that require special management are excluded. The soils

are grouped according to their limitations for field crops, the risk of damage if they are

used for crops, and the way they respond to management. The criteria used in

grouping the soils do not take into account major and generally expensive landforming

that would change slope, depth, or other characteristics of the soils, nor do they

include possible but unlikely major reclamation projects. Capability classification is not

a substitute for interpretations designed to show suitability and limitations of groups of

soils for forest land or for engineering purposes.

In the capability system, soils generally are grouped at three levels—capability

class, subclass, and unit (USDA, 1961). These categories indicate the degree and

kinds of limitations affecting mechanized farming systems that produce the more

commonly grown field crops, such as corn, small grain, cotton, hay, and field-grown

vegetables. Only class and subclass are used in this survey.

Capability classes, the broadest groups, are designated by the numbers 1 through

8. The numbers indicate progressively greater limitations and narrower choices for

practical use.

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.
86 Soil Survey of

Areas in class 8 are generally not suitable for crops, pasture, or forest land without

a level of management that is impractical. These areas may have potential for other

uses, such as recreational facilities and wildlife habitat.

Capability subclasses identify the dominant kind of limitation in the class. They are

designated by adding a small letter, e, w, s, or c, to the class numeral, for example, 2e.

The letter e shows that the main hazard is the risk of erosion unless a close-growing

plant cover is maintained; w shows that water in or on the soil interferes with plant

growth or cultivation (in some soils the wetness can be partly corrected by artificial

drainage); s shows that the soil is limited mainly because it is shallow, droughty, or

stony; and c, used in only some parts of the United States, shows that the chief

limitation is climate that is very cold or very dry.

There are no subclasses in class 1 because the soils of this class have few

limitations. Class 5 contains only the subclasses indicated by w, s, or c because the

soils in class 5 are subject to little or no erosion. They have other limitations that

restrict their use mainly to pasture, forest land, wildlife habitat, or recreation.

The capability classification of map units in the survey area is given in table 7.

Prime Farmland

Prime farmland is of major importance in meeting the Nation’s short- and longrange needs for food and fiber. The acreage of high-quality farmland is limited, and the

U.S. Department of Agriculture recognizes that government at local, State, and

Federal levels, as well as individuals, must encourage and facilitate the wise use of our

Nation’s prime farmland.

Prime farmland soils, as defined by the U.S. Department of Agriculture, are soils

that are best suited to food, feed, forage, fiber, and oilseed crops. Such soils have

properties that favor the economic production of sustained high yields of crops. The

soils need only to be treated and managed by acceptable farming methods. An

adequate moisture supply and a sufficiently long growing season are required. Prime

farmland soils produce the highest yields with minimal expenditure of energy and

economic resources, and farming these soils results in the least damage to the

environment.

Prime farmland soils may presently be used as cropland, pasture, or forest land or

for other purposes. They either are used for food and fiber or are available for these

uses. Urban or built-up land, public land, and water areas cannot be considered prime

farmland. Urban or built-up land is any contiguous unit of land 10 acres or more in size

that is used for such purposes as housing, industrial, and commercial sites, sites for

institutions or public buildings, small parks, golf courses, cemeteries, railroad yards,

airports, sanitary landfills, sewage treatment plants, and water-control structures.

Public land is land not available for farming in national forests, national parks, military

reservations, and state parks.

Prime farmland soils commonly receive an adequate and dependable supply of

moisture from precipitation or irrigation. The temperature and growing season are

favorable, and the level of acidity or alkalinity and the content of salts and sodium are

acceptable. The soils have few, if any, rocks and are permeable to water and air. They

are not excessively erodible or saturated with water for long periods, and they are not

frequently flooded during the growing season or are protected from flooding. Slopes

range mainly from 0 to 6 percent.

Soils that have a saturated zone high in the profile or soils that are subject to

flooding may qualify as prime farmland where these limitations are overcome by

drainage measures or flood control. Onsite evaluation is necessary to determine the

effectiveness of corrective measures. More information about the criteria for prime

farmland can be obtained at the local office of the Natural Resources Conservation

Service.
La Crosse County, Wisconsin 87

A recent trend in land use has been the conversion of prime farmland to urban and

industrial uses. The loss of prime farmland to other uses puts pressure on lands that

are less productive than prime farmland.

About 55,841 acres, or 10.2 percent of the survey area, meets the requirements for

prime farmland.

The map units in the survey area that meet the requirements for prime farmland are

listed in table 8. This list does not constitute a recommendation for a particular land

use. On some soils included in the table, measures that overcome limitations are

needed. The need for these measures is indicated in parentheses after the map unit

name. The location of each map unit is shown on the soil maps. The soil qualities that

affect use and management are described in the section “Soil Map Unit Descriptions.”

Windbreaks and Environmental Plantings

Windbreaks protect livestock, buildings, and yards from wind and snow. They also

protect fruit trees and gardens, and they furnish habitat for wildlife. Several rows of

low- and high-growing broadleaf and coniferous trees and shrubs provide the most

protection.

Field windbreaks are narrow plantings made at right angles to the prevailing wind

and at specific intervals across the field. The interval depends on the erodibility of the

soil. Field windbreaks protect cropland and crops from wind, help to keep snow on the

fields, and provide food and cover for wildlife.

Environmental plantings help to beautify and screen houses and other buildings and

to abate noise. The plants, mostly evergreen shrubs and trees, are closely spaced. To

ensure plant survival, a healthy planting stock of suitable species should be planted

properly on a well prepared site and maintained in good condition.

Windbreaks are often planted on land that did not originally support trees.

Knowledge of how trees perform on such land can be gained only by observing and

recording the performance of trees that have been planted and have survived. Many

popular windbreak species are not indigenous to the areas in which they are planted.

Each tree or shrub species has certain climatic and physiographic limits. Within

these parameters, a tree or shrub may grow well or grow poorly, depending on the

characteristics of the soil. Each tree or shrub has definable potential heights in a given

physiographic area and under a given climate. Accurate definitions of potential heights

are necessary when a windbreak is planned and designed.

Table 9 shows the height that locally grown trees and shrubs are expected to reach

in 20 years on various soils. The estimates in this table are based on measurements

and observation of established plantings that have been given adequate care. They

can be used as a guide in planning windbreaks and screens. Additional information on

planning windbreaks and screens and planting and caring for trees and shrubs can be

obtained from local offices of the Natural Resources Conservation Service or the

Cooperative Extension Service or from a nursery.

Conservation Tree/Shrub Suitability Groups

Conservation tree/shrub suitability groups consist of soils in which the kinds and

degrees of the hazards and limitations that affect the survival and growth of trees and

shrubs in conservation plantings are about the same. The conservation tree/shrub

suitability groups assigned to the soils in the survey area are listed in table 10.

Descriptions of the groups are provided in the “National Forestry Manual,” which is

available in local offices of the Natural Resources Conservation Service or on the

Internet.
88 Soil Survey of

Forest Land Management

Information about the hazards and limitations that should be considered in areas

used as forest land are given in tables 11 through 14.

Forest Land Harvest Equipment Considerations

Table 11 provides information regarding the use of harvest equipment in areas used

as forest land.

For most soils spring is the most limiting season. Alternate thawing and freezing

during snowmelt cause saturation and low strength of the surface soil layers. When

thawing is complete, saturation continues for short periods in well drained soils to

nearly all year in very poorly drained soils in depressions. Degrees of wetness are

generally proportionate to the depth at which a zone of saturation occurs. This zone

generally is lower in summer during the heavy use of moisture by vegetation and is

nearer the surface during periods when absorbed precipitation is greater than the

vegetation requires. Harvesting during periods of saturation usually results in severe

soil damage, except when the soil is frozen. The preferred season for timber harvest

on many soils is winter, when wetness and low soil strength can be overcome by

freezing.

Considerations shown in table 11 are as follows:

Slope.—The upper slope limit is more than 15 percent.

Flooding.—The soil is frequently flooded.

Wetness.—The soil is somewhat poorly drained, poorly drained, or very poorly

drained or has a perched zone in which the soil moisture status is wet (any drainage

class).

Depth to hard rock.—The depth to hard bedrock is less than 10 inches.

Rubbly surface.—The word “rubbly” is in the map unit name.

Surface stones.—The words “extremely stony” are in the map unit name.

Surface boulders.—The word “bouldery” is in the map unit name.

Areas of rock outcrop.—Rock outcrop is a named component in the map unit.

Susceptible to rutting and wheel slippage (low strength).—The AASHTO

classification is A-6, A-7, or A-8 in any layer at a depth of 20 inches or less.

Poor traction (loose sandy material).—The USDA texture includes sands or loamy

sands in any layer at a depth of 10 inches or less.

Forest Haul Road Considerations

Table 12 provides information regarding the use of the soils as haul roads. Haul

roads serve as transportation routes from log landings to primary roads. Generally,

haul roads are unpaved, but some are graveled.

Considerations shown in the table are as follows:

Slope.—The slope is 8 percent or more.

Flooding.—The soil is frequently flooded.

Wetness.—The soil is somewhat poorly drained, poorly drained, or very poorly

drained or has a perched zone in which the soil moisture status is wet (any drainage

class).

Depth to hard rock.—The depth to hard bedrock is less than 20 inches.

Depth to soft rock.—The depth to soft bedrock is less than 20 inches.

Surface boulders.—The word “bouldery” is in the map unit name.

Areas of rock outcrop.—Rock outcrop is a named component in the map unit.

Low bearing strength.—The AASHTO classification is A-6, A-7, or A-8 in any layer

at a depth of 20 inches or less.

Rubbly surface.—The word “rubbly” is in the map unit name.
La Crosse County, Wisconsin 89

Forest Log Landing Considerations

Table 13 provides information regarding the use of the soils as log landings. Log

landings are areas where logs are assembled for transportation. Areas that require

little or no cutting, filling, or surface preparation are desired.

Considerations shown in the table are as follows:

Slope.—The slope is more than 3 percent.

Flooding.—The soil is occasionally flooded or frequently flooded.

Wetness.—The soil is somewhat poorly drained, poorly drained, or very poorly

drained or has a perched zone in which the soil moisture status is wet (any drainage

class).

Surface boulders.—The word “bouldery” is in the map unit name.

Areas of rock outcrop.—Rock outcrop is a named component in the map unit.

Susceptible to rutting and wheel slippage (low strength).—The AASHTO

classification is A-6, A-7, or A-8 in any layer at a depth of 20 inches or less.

Rubbly surface.—The word “rubbly” is in the map unit name.

Forest Land Site Preparation and Planting Considerations

Table 14 provides information regarding considerations affecting site preparation

and planting in areas used as forest land.

Considerations shown in the table are as follows:

Slope.—The upper slope limit is more than 15 percent.

Flooding.—The soil is frequently flooded.

Wetness.—The soil is somewhat poorly drained, poorly drained, or very poorly

drained or has a perched zone in which the soil moisture status is wet (any drainage

class).

Depth to hard rock.—The depth to hard bedrock is less than 20 inches.

Surface stones.—The word “stony” is in the map unit name.

Surface boulders.—The word “bouldery” is in the map unit name.

Areas of rock outcrop.—Rock outcrop is a named component in the map unit.

Water erosion.—The slope is 8 percent or more.

Potential poor tilth and compaction.—The AASHTO classification is A-6 or A-7 in

the upper 10 inches.

Rubbly surface.—The word “rubbly” is in the map unit name.

Cobbly surface.—The word “cobbly” is in the map unit name.

Forest Habitat Types

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 La Crosse County are derived from
90 Soil Survey of

regions 6 and 7 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 socalled 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 guide provides 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 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. 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 La Crosse County.

Habitat types have been determined for most of the soils in La Crosse County.

Presently, habitat types have not been developed for the poorly drained (Npd) and

very poorly drained (Nvpd) soils or the flood-plain (Nflp) soils. The vegetation on many

of the very poorly drained soils, such as Palms soils, consists of grasses, sedges, and

brush and only a few patches of poorly formed trees. Other areas, such as the very

steep south- and west-facing “goat prairies” (Nnw), historically did not support the

growth of trees, and these areas are not assigned a habitat type classification. The

flood-plain soils, such as 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 15. 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.
La Crosse County, Wisconsin 91

PVGy—Pinus strobus/Vaccinium-Gaylussacia (White pine/Blueberry-Huckleberry).

Similar habitat types include PVCr and PVHa (in region 6). 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 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.

PVCr—Pinus strobus/Vaccinium-Cornus racemosa (White pine/Blueberry-Gray

dogwood). Similar habitat types include PVGy and PVHa (in region 6). 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.

Eleva soils are examples. 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 also is better represented on PVCr than on other types. Other

important species are blackberries, raspberries, hazel, and serviceberry.
92 Soil Survey of

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 PVGy 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 that of other species, is presumed to be a

potential dominant species.

PVRh—Pinus strobus/Vaccinium-Rubus hispidus (White pine/BlueberryDewberry). Similar habitat types include PVGy and PVHa (in region 6). 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). Fairchild, Iron Run, and Merrillan soils are examples. 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 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.

ArDe-V—Acer rubrum/Desmodium (Vaccinium) (Red maple/Pointed-leaf tick trefoilBlueberry 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.
La Crosse County, Wisconsin 93

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

pointed-leaf 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,

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.

ArCi-Ph—Acer rubrum/Circaea (Phryma) (Red maple/Enchanter’s nightshadeLopseed variant). Similar habitat types include ATiDe and ATiDe(Pr). The ArCi-Ph

type occurs in areas of rolling to hilly sandstone terrain, particularly in areas where

the soils have a thin cap of silt loam. The moisture regime is dry-mesic, 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.

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: This type is distinguished from drier types of this region

by the general absence of blueberry and huckleberry. Similarly, it is distinguished

from the mesic types by a general lack of the blue cohosh ecological species

group. The most characteristic species are nightshade, Virginia creeper, sweet

cicely, wild geranium, and gooseberries.

Disturbance and succession: The climax nature of this community type 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 this community type, and red maple is presently the

most common species capable of reproducing in present oak stands. For these

reasons, this type is referred to as a “community type” rather than a habitat type,

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.
94 Soil Survey of

ATiDe and ATiDe(Pr)—Acer saccharum-Tilia/Desmodium and Acer saccharumTilia/Desmodium (Prunus serotina) (Sugar maple-Basswood/Tick trefoil and

Sugar maple-Basswood/Tick trefoil, Black cherry phase). Similar habitat types

include PVCr. The ATiDe and ATiDE(Pr) types are associated with rolling to hilly

topography on valley walls. The soils are typically silt loam over cherty residuum or

silt loam over sandstone. These types occur on all slope aspects but are more

common on south and southwest aspects. The moisture regime is dry-mesic, and

the nutrient regime is rich.

Common forest cover types: Sugar maple, basswood, and red oak are the primary

dominant species on the ATiDe type. The Prunus (Pr) phase is dominated by red

oak and white oak and some black oak and slippery elm. Maple and basswood are

virtually absent.

Shrub and small tree layer: This layer is relatively sparse in areas of the ATiDe type.

The Prunus (Pr) phase is typically dominated by gooseberry. Other common

species are blackberry, black cherry, hazel, and gray dogwood.

Ground flora characteristics: The best representative species on both types include

pointed-leaf tick trefoil, wild geranium, lopseed, black snakeroot, Virginia creeper,

hog peanut, riverbank grape, and sweet cicely. Species that are more common on

the ATiDe type than in areas of the Prunus (Pr) phase include rattlesnake fern,

naked-flower tick trefoil, maidenhair fern, zig-zag goldenrod, and red baneberry.

Species that are more common in areas of the Prunus (Pr) phase include

agrimony, bracken fern, false Solomon’s seal, and enchanter’s nightshade.

Disturbance and succession: In presettlement time, most stands in areas of the ATiDe

type were dominated by sugar maple-basswood. The stands of the Prunus (Pr)

phase, however, developed from oak openings or communities dominated by

shrubs. Although no mesic hardwoods, such as sugar maple, basswood, and

white ash, occur in most current stands, the soils and understory vegetation

suggest that these species are missing only as a result of the lack of a seed

source. The Prunus (Pr) phase is therefore viewed only as a developmental phase

and not as a different site type.

ATiCa and ATiSa—Acer-Tilia/Caulophyllum and Acer-Tilia/Sanguinaria (Sugar

maple-Basswood/Blue cohosh and Sugar maple-Basswood/Bloodroot). Similar

habitat types include ATiCa-Al (Baraboo section). These habitat types occur in

areas of rolling to steep terrain. The soils are silt loams over cherty red clay over

dolomite and sandstone. ATiCa is mainly on north and east aspects. The moisture

regime in areas of this type is mesic, and the nutrient regime is very rich. The

ATiSa type is typically on the south and southwest aspects and represents a

transition from mesic to dry-mesic conditions.

Common forest cover types: Both types are typically dominated by sugar maple and

basswood. Red oak is well represented only in the larger diameter classes (more

than 10 inches in diameter at base height). Bitternut hickory and ironwood are the

only other common associates. White oak is less common.

Shrub and small tree layer: The shrub layer is not well developed on either of these

two types. It consists largely of saplings of canopy tree species. The only common

shrubs are gooseberry, alternate-leaved dogwood, and prickly ash.

Ground flora characteristics: Understory species in areas of both types are typical of

those on mesic sites in all regions, including bloodroot, large-flowered bellwort,

rattlesnake fern, and maidenhair fern. Many other mesic species are distinctly

more typical of the ATiCa type than of the ATiSa type. These species include blue
La Crosse County, Wisconsin 95

cohosh, jack-in-the-pulpit, baneberry, trillium, sharp-lobed hepatica, and wild

ginger. The ATiSa type is further distinguished from the ATiCa type by higher

constancies of tick trefoil, riverbank grape, shagbark hickory, ironwood, and

basswood.

Disturbance and succession: These two habitat types represent the largest block of

presettlement mesic forest in southwest Wisconsin. Dominance of sugar maplebasswood forest cannot be attributed to any particular site conditions, although the

species in this type of forest are clearly best developed on north and east aspects

and on deep silt loams. Many similar sites in the region support oak communities

and are completely devoid of mesic hardwoods. The historic exclusion of fires is

considered to be the primary cause of this vegetation pattern. Heavy cutting,

grazing, and other disturbances result in an increase of oaks and other intolerant

species on many sites; however, oaks are not regenerating in these stands. Sugar

maple, basswood, and especially ironwood are the most common seedlings and

saplings. Bitternut hickory also occurs in many stands. White ash is much less

common in this area than it is in the mesic and dry-mesic forests in the eastern

part of the State, especially in region 11.

Recreation

The soils of the survey area are rated in tables 16a and 16b according to limitations

that affect their suitability for recreation. The ratings are both verbal and numerical.

Rating class terms indicate the extent to which the soils are limited by all of the soil

features that affect the recreational uses. Not limited indicates that the soil has

features that are very favorable for the specified use. Good performance and very low

maintenance can be expected. Somewhat limited indicates that the soil has features

that are moderately favorable for the specified use. The limitations can be overcome or

minimized by special planning, design, or installation. Fair performance and moderate

maintenance can be expected. Very limited indicates that the soil has one or more

features that are unfavorable for the specified use. The limitations generally cannot be

overcome without major soil reclamation, special design, or expensive installation

procedures. Poor performance and high maintenance can be expected.

Numerical ratings in the tables indicate the severity of individual limitations. The

ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate

gradations between the point at which a soil feature has the greatest negative impact

on the use (1.00) and the point at which the soil feature is not a limitation (0.00).

The ratings in the tables are based on restrictive soil features, such as wetness,

slope, and texture of the surface layer. Susceptibility to flooding is considered. Not

considered in the ratings, but important in evaluating a site, are the location and

accessibility of the area, the size and shape of the area and its scenic quality,

vegetation, access to water, potential water impoundment sites, and access to public

sewer lines. The capacity of the soil to absorb septic tank effluent and the ability of the

soil to support vegetation also are important. Soils that are subject to flooding are

limited for recreational uses by the duration and intensity of flooding and the season

when flooding occurs. In planning recreational facilities, onsite assessment of the

height, duration, intensity, and frequency of flooding is essential.

The information in tables 16a and 16b can be supplemented by other information in

this survey, for example, interpretations for building site development, construction

materials, sanitary facilities, and water management.

Camp areas require site preparation, such as shaping and leveling the tent and

parking areas, stabilizing roads and intensively used areas, and installing sanitary

facilities and utility lines. Camp areas are subject to heavy foot traffic and some
96 Soil Survey of

vehicular traffic. The ratings are based on the soil properties that affect the ease of

developing camp areas and the performance of the areas after development. Slope,

stoniness, and depth to bedrock or a cemented pan are the main concerns affecting

the development of camp areas. The soil properties that affect the performance of the

areas after development are those that influence trafficability and promote the growth

of vegetation, especially in heavily used areas. For good trafficability, the surface of

camp areas should absorb rainfall readily, remain firm under heavy foot traffic, and not

be dusty when dry. The soil properties that influence trafficability are texture of the

surface layer, depth to a zone in which the soil moisture status is wet, ponding,

flooding, permeability, and large stones. The soil properties that affect the growth of

plants are depth to bedrock or a cemented pan, permeability, and toxic substances in

the soil.

Picnic areas are subject to heavy foot traffic. Most vehicular traffic is confined to

access roads and parking areas. The ratings are based on the soil properties that

affect the ease of developing picnic areas and that influence trafficability and the

growth of vegetation after development. Slope and stoniness are the main concerns

affecting the development of picnic areas. For good trafficability, the surface of picnic

areas should absorb rainfall readily, remain firm under heavy foot traffic, and not be

dusty when dry. The soil properties that influence trafficability are texture of the surface

layer, depth to a zone in which the soil moisture status is wet, ponding, flooding,

permeability, and large stones. The soil properties that affect the growth of plants are

depth to bedrock or a cemented pan, permeability, and toxic substances in the soil.

Playgrounds require soils that are nearly level, are free of stones, and can

withstand intensive foot traffic. The ratings are based on the soil properties that affect

the ease of developing playgrounds and that influence trafficability and the growth of

vegetation after development. Slope and stoniness are the main concerns affecting the

development of playgrounds. For good trafficability, the surface of the playgrounds

should absorb rainfall readily, remain firm under heavy foot traffic, and not be dusty

when dry. The soil properties that influence trafficability are texture of the surface layer,

depth to a zone in which the soil moisture status is wet, ponding, flooding,

permeability, and large stones. The soil properties that affect the growth of plants are

depth to bedrock or a cemented pan, permeability, and toxic substances in the soil.

Paths and trails for hiking and horseback riding should require little or no slope

modification through cutting and filling. The ratings are based on the soil properties

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,
La Crosse County, Wisconsin 97

stoniness, and the amount of sand, clay, or organic matter in the surface layer. The

suitability of the soil for traps, tees, roughs, and greens is not considered in the ratings.

Wildlife Habitat

Soils affect the kind and amount of vegetation that is available to wildlife as food and

cover. They also affect the construction of water impoundments. The kind and

abundance of wildlife depend largely on the amount and distribution of food, cover, and

water. Wildlife habitat can be created or improved by planting appropriate vegetation,

by maintaining the existing plant cover, or by promoting the natural establishment of

desirable plants.

In table 17, the soils in the survey area are rated according to their potential for

providing habitat for various kinds of wildlife. This information can be used in planning

parks, wildlife refuges, nature study areas, and other developments for wildlife; in

selecting soils that are suitable for establishing, improving, or maintaining specific

elements of wildlife habitat; and in determining the intensity of management needed for

each element of the habitat.

The potential of the soil is rated good, fair, poor, or very poor. A rating of good

indicates that the element or kind of habitat is easily established, improved, or

maintained. Few or no limitations affect management, and satisfactory results can be

expected. A rating of fair indicates that the element or kind of habitat can be

established, improved, or maintained in most places. Moderately intensive

management is required for satisfactory results. A rating of poor indicates that

limitations are severe for the designated element or kind of habitat. Habitat can be

created, improved, or maintained in most places, but management is difficult and must

be intensive. A rating of very poor indicates that restrictions for the element or kind of

habitat are very severe and that unsatisfactory results can be expected. Creating,

improving, or maintaining habitat is impractical or impossible.

The elements of wildlife habitat are described in the following paragraphs.

Grain and seed crops are domestic grains and seed-producing herbaceous plants.

Soil properties and features that affect the growth of grain and seed crops are depth of

the root zone, texture of the surface layer, available water capacity, wetness, slope,

surface stoniness, and flooding. Soil temperature and soil moisture also are

considerations. Examples of grain and seed crops are corn, soybeans, wheat, oats,

and barley.

Grasses and legumes are domestic perennial grasses and herbaceous legumes.

Soil properties and features that affect the growth of grasses and legumes are depth

of the root zone, texture of the surface layer, available water capacity, wetness, surface

stoniness, flooding, and slope. Soil temperature and soil moisture also are

considerations. Examples of grasses and legumes are bromegrass, timothy,

orchardgrass, clover, alfalfa, wheatgrass, and birdsfoot trefoil.

Wild herbaceous plants are native or naturally established grasses and forbs,

including weeds. Soil properties and features that affect the growth of these plants are

depth of the root zone, texture of the surface layer, available water capacity, wetness,

surface stoniness, and flooding. Soil temperature and soil moisture also are

considerations. Examples of wild herbaceous plants are bluestems, indiangrass,

blueberry, goldenrod, lambsquarters, dandelions, blackberry, ragweed, and

nightshade.

Hardwood trees and woody understory produce nuts or other fruit, buds, catkins,

twigs, bark, and foliage. Soil properties and features that affect the growth of hardwood

trees and shrubs are depth of the root zone, available water capacity, and wetness.
98 Soil Survey of

Examples of these plants are oak, poplar, box elder, birch, maple, green ash, willow,

and American elm. Examples of fruit-producing shrubs that are suitable for planting on

soils rated good are Russian olive and crabapple.

Coniferous plants furnish browse and seeds. Soil properties and features that affect

the growth of coniferous trees, shrubs, and ground cover are depth of the root zone,

available water capacity, and wetness. Examples of coniferous plants are pine, spruce,

cedar, and tamarack.

Wetland plants are annual and perennial wild herbaceous plants that grow on moist

or wet sites. Submerged or floating aquatic plants are excluded. Soil properties and

features affecting wetland plants are texture of the surface layer, wetness, reaction,

salinity, slope, and surface stoniness. Examples of wetland plants are smartweeds,

wild millet, rushes, sedges, bulrushes, wild rice, arrowhead, waterplantain, cattail,

prairie cordgrass, bluejoint grass, asters, and beggarticks.

Shallow water areas have an average depth of less than 5 feet. Some are naturally

wet areas. Others are created by dams, levees, or other water-control structures. Soil

properties and features affecting shallow water areas are depth to bedrock, wetness,

surface stoniness, slope, and permeability. Examples of shallow water areas are

waterfowl feeding areas, wildlife watering developments, beaver ponds, and other

wildlife ponds.

The habitat for various kinds of wildlife is described in the following paragraphs.

Habitat for openland wildlife consists of cropland, pasture, meadows, and areas that

are overgrown with grasses, herbs, shrubs, and vines. These areas produce grain and

seed crops, grasses and legumes, and wild herbaceous plants. Wildlife attracted to

these areas include Hungarian partridge, ring-necked pheasant, bobwhite quail,

sharp-tailed grouse, meadowlark, field sparrow, killdeer, cottontail rabbit, and red fox.

Habitat for woodland wildlife consists of areas of deciduous and/or coniferous plants

and associated grasses, legumes, and wild herbaceous plants. Wildlife attracted to

these areas include wild turkey, ruffed grouse, thrushes, woodpeckers, owls, tree

squirrels, porcupine, raccoon, white-tailed deer, and black bear.

Habitat for wetland wildlife consists of open, marshy or swampy shallow water

areas. Some of the wildlife attracted to such areas are ducks, geese, herons, bitterns,

rails, kingfishers, muskrat, otter, mink, and beaver.

Engineering

This section provides information for planning land uses related to urban

development and to water management. Soils are rated for various uses, and the most

limiting features are identified. Ratings are given for building site development, sanitary

facilities, construction materials, and water management. The ratings are based on

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.
La Crosse County, Wisconsin 99

Soil properties, site features, and observed performance were considered in

determining the ratings in this section. During the fieldwork for this soil survey,

determinations were made about particle-size distribution, liquid limit, plasticity index,

soil reaction, depth to bedrock, hardness of bedrock within 5 to 7 feet of the surface,

soil wetness, depth to a zone in which the soil moisture status is wet, ponding, slope,

likelihood of flooding, natural soil structure aggregation, and soil density. Data were

collected about kinds of clay minerals, mineralogy of the sand and silt fractions, and

the kinds of adsorbed cations. Estimates were made for erodibility, permeability,

corrosivity, shrink-swell potential, available water capacity, and other behavioral

characteristics affecting engineering uses.

This information can be used to evaluate the potential of areas for residential,

commercial, industrial, and recreational uses; make preliminary estimates of

construction conditions; evaluate alternative routes for roads, streets, highways,

pipelines, and underground cables; evaluate alternative sites for sanitary landfills,

septic tank absorption fields, and sewage lagoons; plan detailed onsite investigations

of soils and geology; locate potential sources of gravel, sand, earthfill, and topsoil; plan

drainage systems, irrigation systems, ponds, terraces, and other structures for soil and

water conservation; and predict performance of proposed small structures and

pavements by comparing the performance of existing similar structures on the same or

similar soils.

The information in the tables, along with the soil maps, the soil descriptions, and

other data provided in this survey, can be used to make additional interpretations.

Some of the terms used in this soil survey have a special meaning in soil science

and are defined in the Glossary.

Building Site Development

Soil properties influence the development of building sites, including the selection of

the site, the design of the structure, construction, performance after construction, and

maintenance. Tables 18a and 18b show the degree and kind of soil limitations that

affect dwellings with and without basements, small commercial buildings, local roads

and streets, shallow excavations, and lawns and landscaping.

The ratings in the tables are both verbal and numerical. Rating class terms indicate

the extent to which the soils are limited by all of the soil features that affect building

site development. Not limited indicates that the soil has features that are very favorable

for the specified use. Good performance and very low maintenance can be expected.

Somewhat limited indicates that the soil has features that are moderately favorable for

the specified use. The limitations can be overcome or minimized by special planning,

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
100 Soil Survey of

properties that affect excavation and construction costs. The properties that affect the

load-supporting capacity include depth to a zone in which the soil moisture status is

wet, ponding, flooding, subsidence, linear extensibility (shrink-swell potential), and

compressibility. Compressibility is inferred from the Unified classification. The

properties that affect the ease and amount of excavation include depth to a zone in

which the soil moisture status is wet, ponding, flooding, slope, depth to bedrock or a

cemented pan, hardness of bedrock or a cemented pan, and the amount and size of

rock fragments.

Small commercial buildings are structures that are less than three stories high and

do not have basements. The foundation is assumed to consist of spread footings of

reinforced concrete built on undisturbed soil at a depth of 2 feet or at the depth of

maximum frost penetration, whichever is deeper. The ratings are based on the soil

properties that affect the capacity of the soil to support a load without movement and

on the properties that affect excavation and construction costs. The properties that

affect the load-supporting capacity include depth to a zone in which the soil moisture

status is wet, ponding, flooding, subsidence, linear extensibility (shrink-swell potential),

and compressibility (which is inferred from the Unified classification). The properties

that affect the ease and amount of excavation include flooding, depth to a zone in

which the soil moisture status is wet, ponding, slope, depth to bedrock or a cemented

pan, hardness of bedrock or a cemented pan, and the amount and size of rock

fragments.

Local roads and streets have an all-weather surface and carry automobile and light

truck traffic all year. They have a subgrade of cut or fill soil material; a base of gravel,

crushed rock, or soil material stabilized by lime or cement; and a surface of flexible

material (asphalt), rigid material (concrete), or gravel with a binder. The ratings are

based on the soil properties that affect the ease of excavation and grading and the

traffic-supporting capacity. The properties that affect the ease of excavation and

grading are depth to bedrock or a cemented pan, hardness of bedrock or a cemented

pan, depth to a zone in which the soil moisture status is wet, ponding, flooding, the

amount of large stones, and slope. The properties that affect the traffic-supporting

capacity are soil strength (as inferred from the AASHTO group index number),

subsidence, linear extensibility (shrink-swell potential), the potential for frost action,

depth to a zone in which the soil moisture status is wet, and ponding.

Shallow excavations are trenches or holes dug to a maximum depth of 5 or 6 feet

for graves, utility lines, open ditches, or other purposes. The ratings are based on the

soil properties that influence the ease of digging and the resistance to sloughing.

Depth to bedrock or a cemented pan, hardness of bedrock or a cemented pan, the

amount of large stones, and dense layers influence the ease of digging, filling, and

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.
La Crosse County, Wisconsin 101

Sanitary Facilities

Tables 19a and 19b show the degree and kind of soil limitations that affect septic

tank absorption fields, sewage lagoons, sanitary landfills, and daily cover for landfill.

The ratings are both verbal and numerical. Rating class terms indicate the extent to

which the soils are limited by all of the soil features that affect these uses. Not limited

indicates that the soil has features that are very favorable for the specified use. Good

performance and very low maintenance can be expected. Somewhat limited indicates

that the soil has features that are moderately favorable for the specified use. The

limitations can be overcome or minimized by special planning, design, or installation.

Fair performance and moderate maintenance can be expected. Very limited indicates

that the soil has one or more features that are unfavorable for the specified use. The

limitations generally cannot be overcome without major soil reclamation, special

design, or expensive installation procedures. Poor performance and high maintenance

can be expected.

Numerical ratings in the tables indicate the severity of individual limitations. The

ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate

gradations between the point at which a soil feature has the greatest negative impact

on the use (1.00) and the point at which the soil feature is not a limitation (0.00).

Septic tank absorption fields are areas in which effluent from a septic tank is

distributed into the soil through subsurface tiles or perforated pipe. Only that part of the

soil between depths of 24 and 60 inches is evaluated. The ratings are based on the

soil properties that affect absorption of the effluent, construction and maintenance of

the system, and public health. Permeability, depth to a zone in which the soil moisture

status is wet, ponding, depth to bedrock or a cemented pan, and flooding affect

absorption of the effluent. Stones and boulders, ice, and bedrock or a cemented pan

interfere with installation. Subsidence interferes with installation and maintenance.

Excessive slope may cause lateral seepage and surfacing of the effluent in downslope

areas.

Some soils are underlain by loose sand and gravel or fractured bedrock at a depth

of less than 4 feet below the distribution lines. In these soils the absorption field may

not adequately filter the effluent, particularly when the system is new. As a result, the

ground water may become contaminated.

Sewage lagoons are shallow ponds constructed to hold sewage while aerobic

bacteria decompose the solid and liquid wastes. Lagoons should have a nearly level

floor surrounded by cut slopes or embankments of compacted soil. Nearly impervious

soil material for the lagoon floor and sides is required to minimize seepage and

contamination of ground water. Considered in the ratings are slope, permeability, depth

to a zone in which the soil moisture status is wet, ponding, depth to bedrock or a

cemented pan, flooding, large stones, and content of organic matter.

Soil permeability is a critical property affecting the suitability for sewage lagoons.

Most porous soils eventually become sealed when they are used as sites for sewage

lagoons. Until sealing occurs, however, the hazard of pollution is severe. Soils that

have a permeability rate of more than 2 inches per hour are too porous for the proper

functioning of sewage lagoons. In these soils, seepage of the effluent can result in

contamination of the ground water. Ground-water contamination is also a hazard if

fractured bedrock is within a depth of 40 inches, if a saturated zone is high enough to

raise the level of sewage in the lagoon, or if floodwater overtops the lagoon.

A high content of organic matter is detrimental to proper functioning of the lagoon

because it inhibits aerobic activity. Slope, bedrock, and cemented pans can cause

construction problems, and large stones can hinder compaction of the lagoon floor. If

the lagoon is to be uniformly deep throughout, the slope must be gentle enough and

the soil material must be thick enough over bedrock or a cemented pan to make land

smoothing practical.
102 Soil Survey of

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.
La Crosse County, Wisconsin 103

After soil material has been removed, the soil material remaining in the borrow area

must be thick enough over bedrock, a cemented pan, or a saturated zone to permit

revegetation. The soil material used as the final cover for a landfill should be suitable

for plants. It should not have excess sodium, salts, or lime and should not be too acid.

Construction Materials

Tables 20a and 20b give information about the soils as potential sources of gravel,

sand, reclamation material, roadfill, and topsoil. Normal compaction, minor processing,

and other standard construction practices are assumed.

Sand and gravel are natural aggregates suitable for commercial use with a

minimum of processing. They are used in many kinds of construction. Specifications

for each use vary widely. In table 20a, only the likelihood of finding material in suitable

quantity is evaluated. The suitability of the material for specific purposes is not

evaluated, nor are factors that affect excavation of the material. The properties used to

evaluate the soil as a source of sand or gravel are gradation of grain sizes (as

indicated by the Unified classification of the soil), the thickness of suitable material,

and the content of rock fragments. If the bottom layer of the soil contains sand or

gravel, the soil is considered a likely source regardless of thickness. The assumption is

that the sand or gravel layer below the depth of observation exceeds the minimum

thickness.

The soils are rated good, fair, or poor as potential sources of gravel or sand. A

rating of good or fair means that the source material is likely to be in or below the soil.

The bottom layer and the thickest layer of the soils are assigned numerical ratings.

These ratings indicate the likelihood that the layer is a source of sand or gravel. The

number 0.00 indicates that the layer is a poor source. The number 1.00 indicates that

the layer is a good source. A number between 0.00 and 1.00 indicates the degree to

which the layer is a likely source.

In table 20b, the soils are rated good, fair, or poor as potential sources of

reclamation material, roadfill, and topsoil. The features that limit the soils as sources of

these materials are specified in the table. The numerical ratings given after the

specified features indicate the degree to which the features limit the soils as sources

of reclamation material, roadfill, or topsoil. The lower the number, the greater the

limitation.

Reclamation material is used in areas that have been drastically disturbed by

surface mining or similar activities. When these areas are reclaimed, layers of soil

material or unconsolidated geological material, or both, are replaced in a vertical

sequence. The reconstructed soil favors plant growth. The ratings in the table do not

apply to quarries and other mined areas that require an offsite source of

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
104 Soil Survey of

is affected by large stones, depth to a zone in which the soil moisture status is wet,

and slope. How well the soil performs in place after it has been compacted and

drained is determined by its strength (as inferred from the AASHTO classification of

the soil) and linear extensibility (shrink-swell potential).

Topsoil is used to cover an area so that vegetation can be established and

maintained. The upper 40 inches of a soil is evaluated for use as topsoil. Also

evaluated is the reclamation potential of the borrow area. The ratings are based on the

soil properties that affect plant growth; the ease of excavating, loading, and spreading

the material; and reclamation of the borrow area. Toxic substances, soil reaction, and

the properties that are inferred from soil texture, such as available water capacity and

fertility, affect plant growth. The ease of excavating, loading, and spreading is affected

by rock fragments, slope, depth to a zone in which the soil moisture status is wet, soil

texture, and thickness of suitable material. Reclamation of the borrow area is affected

by slope, depth to a zone in which the soil moisture status is wet, rock fragments,

depth to bedrock or a cemented pan, and toxic material.

The surface layer of most soils is generally preferred for topsoil because of its

organic matter content. Organic matter greatly increases the absorption and retention

of moisture and nutrients for plant growth.

Water Management

Table 21 gives information on the soil properties and site features that affect water

management. The degree and kind of soil limitations are given for pond reservoir

areas; embankments, dikes, and levees; and aquifer-fed excavated ponds. The ratings

are both verbal and numerical. Rating class terms indicate the extent to which the soils

are limited by all of the soil features that affect these uses. Not limited indicates that

the soil has features that are very favorable for the specified use. Good performance

and very low maintenance can be expected. Somewhat limited indicates that the soil

has features that are moderately favorable for the specified use. The limitations can be

overcome or minimized by special planning, design, or installation. Fair performance

and moderate maintenance can be expected. Very limited indicates that the soil has

one or more features that are unfavorable for the specified use. The limitations

generally cannot be overcome without major soil reclamation, special design, or

expensive installation procedures. Poor performance and high maintenance can be

expected.

Numerical ratings in the table indicate the severity of individual limitations. The

ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate

gradations between the point at which a soil feature has the greatest negative impact

on the use (1.00) and the point at which the soil feature is not a limitation (0.00).

Pond reservoir areas hold water behind a dam or embankment. Soils best suited to

this use have low seepage potential in the upper 60 inches. The seepage potential is

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
La Crosse County, Wisconsin 105

performance and safety of the embankment. Generally, deeper onsite investigation is

needed to determine these properties.

Soil material in embankments must be resistant to seepage, piping, and erosion

and have favorable compaction characteristics. Unfavorable features include less than

5 feet of suitable material and a high content of stones or boulders, organic matter, or

salts or sodium. A wet zone high in the soil profile affects the amount of usable

material. It also affects trafficability.

Aquifer-fed excavated ponds are pits or dugouts that extend to a ground-water

aquifer or to a depth below a permanent water table. Excluded are ponds that are fed

only by surface runoff and embankment ponds that impound water 3 feet or more

above the original surface. Excavated ponds are affected by depth to a zone in which

the soil moisture status is wet, permeability of the aquifer, and quality of the water as

inferred from the salinity of the soil. Depth to bedrock and the content of large stones

affect the ease of excavation.

Agricultural Waste Management

Soil properties are important considerations in areas where soils are used as sites

for the treatment and disposal of organic waste and wastewater. Selection of soils with

properties that favor waste management can help to prevent environmental damage.

Tables 22a and 22b show the degree and kind of soil limitations affecting the

treatment of agricultural waste, including municipal and food-processing wastewater

and effluent from lagoons or storage ponds. Municipal wastewater is the waste stream

from a municipality. It contains domestic waste and may contain industrial waste. It

may have received primary or secondary treatment. It is rarely untreated sewage.

Food-processing wastewater results from the preparation of fruits, vegetables, milk,

cheese, and meats for public consumption. In places it is high in content of sodium and

chloride. In the context of these tables, the effluent in lagoons and storage ponds is

from facilities used to treat or store food-processing wastewater or domestic or animal

waste. Domestic and food-processing wastewater is very dilute, and the effluent from

the facilities that treat or store it commonly is very low in content of carbonaceous and

nitrogenous material; the content of nitrogen commonly ranges from 10 to 30

milligrams per liter. The wastewater from animal waste treatment lagoons or storage

ponds, however, has much higher concentrations of these materials, mainly because

the manure has not been diluted as much as the domestic waste. The content of

nitrogen in this wastewater generally ranges from 50 to 2,000 milligrams per liter.

When wastewater is applied, checks should be made to ensure that nitrogen, heavy

metals, and salts are not added in excessive amounts.

The ratings in the tables are for waste management systems that not only dispose

of and treat organic waste or wastewater but also are beneficial to crops (application of

manure and food-processing waste, 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).

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
106 Soil Survey of

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 following paragraphs explain the ratings given in table 22a.

Application of manure and food-processing waste not only disposes of waste

material but also can improve crop production by increasing the supply of nutrients in

the soils where the material is applied. Manure is the excrement of livestock and

poultry, and food-processing waste is damaged fruit and vegetables and the peelings,

stems, leaves, pits, and soil particles removed in food preparation. The manure and

the food-processing waste are either solid, slurry, or liquid. Their nitrogen content

varies. A high content of nitrogen limits the application rate. Toxic or otherwise

dangerous wastes, such as those mixed with the lye used in food processing, are not

considered in the ratings.

The ratings are based on the soil properties that affect absorption, plant growth,

microbial activity, erodibility, the rate at which the waste is applied, and the method by

which the waste is applied. The properties that affect absorption include permeability,

depth to a saturated zone, ponding, the sodium adsorption ratio, depth to bedrock or a

cemented pan, and available water capacity. The properties that affect plant growth

and microbial activity include reaction, the sodium adsorption ratio, salinity, and bulk

density. The wind erodibility group, the soil erodibility factor K, and slope are

considered in estimating the likelihood that wind erosion or water erosion will transport

the waste material from the application site. Stones, cobbles, a wet zone in the soil

profile, ponding, and flooding can hinder the application of waste. Permanently frozen

soils are unsuitable for waste treatment.

Application of sewage sludge not only disposes of waste material but also can

improve crop production by increasing the supply of nutrients in the soils where the

material is applied. In the context of this table, sewage sludge is the residual product of

the treatment of municipal sewage. The solid component consists mainly of cell mass,

primarily bacteria cells that developed during secondary treatment and have

incorporated soluble organics into their own bodies. The sludge has small amounts of

sand, silt, and other solid debris. The content of nitrogen varies. Some sludge has

constituents that are toxic to plants or hazardous to the food chain, such as heavy

metals and exotic organic compounds, and should be analyzed chemically prior to

use.

The content of water in the sludge ranges from about 98 percent to less than 40

percent. The sludge is considered liquid if it is more than about 90 percent water,

slurry if it is about 50 to 90 percent water, and solid if it is less than about 50 percent

water.

The ratings in the table are based on the soil properties that affect absorption, plant

growth, microbial activity, erodibility, the rate at which the sludge is applied, and the

method by which the sludge is applied. The properties that affect absorption, plant

growth, and microbial activity include permeability, depth to a saturated zone, ponding,

the sodium adsorption ratio, depth to bedrock or a cemented pan, available water

capacity, reaction, salinity, and bulk density. The wind erodibility group, the soil

erodibility factor K, and slope are considered in estimating the likelihood that wind

erosion or water erosion will transport the waste material from the application site.

Stones, cobbles, a wet zone in the soil profile, ponding, and flooding can hinder the

application of sludge. Permanently frozen soils are unsuitable for waste treatment.

The following paragraphs explain the ratings given in table 22b.
La Crosse County, Wisconsin 107

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 water table,

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 water table, 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 water table, ponding, flooding, depth to bedrock or a cemented pan, stones, and

cobbles affect design and construction. Permanently frozen soils are unsuitable for

waste treatment.
108 Soil Survey of

Table 3.--Temperature and Precipitation

(Recorded in the period 1961-90 at La Crosse, 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----| 23.4 | 5.2 | 14.3 | 49 | -26 | 0 | 0.95 | 0.43| 1.40| 2 | 10.9

 | | | | | | | | | | |

 February---| 29.6 | 10.3 | 20.0 | 54 | -24 | 3 | .90 | .30| 1.40| 2 | 7.9

 | | | | | | | | | | |

 March------| 42.0 | 23.6 | 32.8 | 74 | -6 | 52 | 1.98 | 1.16| 2.71| 4 | 8.0

 | | | | | | | | | | |

 April------| 58.2 | 37.0 | 47.6 | 86 | 17 | 262 | 2.88 | 1.70| 3.94| 6 | 1.6

 | | | | | | | | | | |

 May--------| 70.8 | 48.2 | 59.5 | 91 | 30 | 605 | 3.26 | 1.98| 4.41| 6 | .0

 | | | | | | | | | | |

 June-------| 79.8 | 57.3 | 68.5 | 96 | 41 | 856 | 3.90 | 2.13| 5.47| 7 | .0

 | | | | | | | | | | |

 July-------| 84.4 | 62.5 | 73.4 | 100 | 47 | 1,037 | 3.79 | 1.92| 5.42| 6 | .0

 | | | | | | | | | | |

 August-----| 81.5 | 60.1 | 70.8 | 97 | 44 | 956 | 3.92 | 1.83| 5.72| 6 | .0

 | | | | | | | | | | |

 September--| 72.1 | 51.3 | 61.7 | 92 | 33 | 651 | 3.79 | 1.65| 5.62| 6 | .0

 | | | | | | | | | | |

 October----| 60.3 | 40.4 | 50.4 | 85 | 20 | 337 | 2.24 | .98| 3.32| 4 | .0

 | | | | | | | | | | |

 November---| 43.6 | 28.0 | 35.8 | 68 | 4 | 65 | 1.66 | .62| 2.63| 4 | 2.9

 | | | | | | | | | | |

 December---| 28.3 | 12.9 | 20.6 | 56 | -19 | 4 | 1.26 | .64| 1.80| 3 | 10.2

 | | | | | | | | | | |

 Yearly: | | | | | | | | | | |

 | | | | | | | | | | |

 Average---| 56.2 | 36.4 | 46.3 | --- | --- | --- | --- | ---| ---| --- | ---

 | | | | | | | | | | |

 Extreme---| 105 | -36 | --- | 100 | -29 | --- | --- | ---| ---| --- | ---

 | | | | | | | | | | |

 Total-----| --- | --- | --- | --- | --- | 4,828 | 30.53 | 25.35| 35.11| 56 | 41.5

 | | | | | | | | | | | _______________________________________________________________________________________________________________

 * A growing degree day is a unit of heat available for plant growth. It can be calculated by adding the

maximum and minimum daily temperatures, dividing the sum by 2, and subtracting the temperature below which

growth is minimal for the principal crops in the area (40 degrees F).
La Crosse County, Wisconsin 109

Table 4.--Freeze Dates in Spring and Fall

(Recorded in the period 1961-90 at La Crosse, 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. 14 | Apr. 30 | May 16

 | | |

 2 years in 10 | | |

 later than-- | Apr. 11 | Apr. 26 | May 10

 | | |

 5 years in 10 | | |

 later than-- | Apr. 4 | Apr. 17 | Apr. 29

 | | |

First freezing | | |

 temperature | | |

 in fall: | | |

 | | |

 1 year in 10 | | |

 earlier than-- | Oct. 12 | Oct. 4 | Sept. 25

 | | |

 2 years in 10 | | |

 earlier than-- | Oct. 18 | Oct. 9 | Sept. 29

 | | |

 5 years in 10 | | |

 earlier than-- | Oct. 28 | Oct. 19 | Oct. 9

 | | | _____________________________________________________________

Table 5.--Growing Season

(Recorded in the period 1961-90 at La Crosse,

 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 | 186 | 163 | 138

 | | |

8 years in 10 | 193 | 170 | 146

 | | |

5 years in 10 | 207 | 184 | 162

 | | |

2 years in 10 | 220 | 198 | 177

 | | |

1 year in 10 | 227 | 205 | 185

 | | | __________________________________________________
110 Soil Survey of

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 | __________________________________________________________________________

 |

20A: |

 Palms------------------------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

 Houghton---------------------| High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

21A: |

 Palms------------------------| Flooding

 | High content of organic matter

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

30A: |

 Adder------------------------| 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

 |

110D3: |

 Timula-----------------------| Slope

 | Limited content of organic matter

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

110E2: |

 Timula-----------------------| Slope

 | Limited content of organic matter

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

114B2: |

 Mt. Carroll------------------| 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

 |
La Crosse County, Wisconsin 111

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

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

 |

116E2: |

 Churchtown-------------------| Slope

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

126B: |

 Barremills-------------------| Potential for surface-water contamination

 | Water erosion

 |

132B2: |

 Brinkman---------------------| Potential for surface-water contamination

 | Previously eroded

 | Restricted permeability

 | Water erosion

 |

132C2: |

 Brinkman---------------------| Potential for surface-water contamination

 | Previously eroded

 | Restricted permeability

 | Water erosion

 |

133B2: |

 Valton-----------------------| Potential for surface-water contamination

 | Previously eroded

 | Restricted permeability

 | Water erosion

 |

133C2: |

 Valton-----------------------| Potential for surface-water contamination

 | Previously eroded

 | Restricted permeability

 | Water erosion

 |

133D2: |

 Valton-----------------------| Slope

 | Potential for surface-water contamination

 | Previously eroded

 | Restricted permeability

 | Water erosion

 |
112 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

134C2: |

 Lamoille---------------------| Acid soil

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Restricted permeability

 | Water erosion

 |

134D2: |

 Lamoille---------------------| Acid soil

 | Slope

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Restricted permeability

 | Water erosion

 |

163E2: |

 Elbaville--------------------| Slope

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

202C2: |

 Lambeau----------------------| Excessive permeability

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

202D2: |

 Lambeau----------------------| Slope

 | Excessive permeability

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

213D2: |

 Hixton-----------------------| Slope

 | Depth to bedrock

 | 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

 |

213E2: |

 Hixton-----------------------| Slope

 | Depth to bedrock

 | 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

 |
La Crosse County, Wisconsin 113

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

224B: |

 Elevasil---------------------| Depth to bedrock

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

224C2: |

 Elevasil---------------------| Depth to bedrock

 | 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 bedrock

 | 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 bedrock

 | 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

 |

253C2: |

 Greenridge-------------------| Acid soil

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

253D2: |

 Greenridge-------------------| Acid soil

 | Slope

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |
114 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

254C2: |

 Norden-----------------------| Acid soil

 | Depth to bedrock

 | 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 bedrock

 | 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 bedrock

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

296B: |

 Ludington--------------------| Acid soil

 | Depth to bedrock

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

312B2: |

 Festina----------------------| Acid soil

 | 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

 |

326B2: |

 Medary-----------------------| Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

326F: |

 Medary-----------------------| Slope

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 |
La Crosse County, Wisconsin 115

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

336A: |

 Toddville--------------------| Excessive permeability

 | Potential for ground-water contamination

 |

403A: |

 Dakota-----------------------| Excessive permeability

 | Potential for ground-water contamination

 |

413A: |

 Rasset-----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Wind erosion

 |

424B: |

 Merit------------------------| Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 |

424D2: |

 Merit------------------------| Slope

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 |

424F: |

 Merit------------------------| Slope

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 |

433B: |

 Forkhorn---------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

434B: |

 Bilson-----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

434C2: |

 Bilson-----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wind erosion

 |

446A: |

 Merimod----------------------| Excessive permeability

 | Potential for ground-water contamination

 |

456A: |

 Bilmod-----------------------| Excessive permeability

 | Potential for ground-water contamination

 | Wind erosion

 |
116 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

458A: |

 Hoop-------------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

483B2: |

 Brice------------------------| Excessive permeability

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Previously eroded

 | Wind erosion

 |

501A: |

 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

 |

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

 |
La Crosse County, Wisconsin 117

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

551A: |

 Impact-----------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wind erosion

 |

556A: |

 Mindoro----------------------| Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Wind erosion

 |

561B: |

 Tarr-------------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Wind erosion

 |

561C: |

 Tarr-------------------------| 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

 |

561F: |

 Tarr-------------------------| Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

562B: |

 Gosil------------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Wind erosion

 |

562C: |

 Gosil------------------------| 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

 |

566A: |

 Tint-------------------------| Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Wind erosion

 |
118 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

568A: |

 Majik------------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 | Wind erosion

 |

569A: |

 Newlang----------------------| Acid soil

 | 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

 |

576B: |

 Tintson----------------------| Acid soil

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wind erosion

 |

601C: |

 Beavercreek------------------| Flooding

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface rock fragments

 |

606A: |

 Huntsville-------------------| Potential for ground-water contamination

 |

608A: |

 Lawson-----------------------| Flooding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

609A: |

 Otter------------------------| Flooding

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

625A: |

 Arenzville-------------------| Flooding

 | Channeled

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 |

626A: |

 Arenzville-------------------| Flooding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 |
La Crosse County, Wisconsin 119

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

628A: |

 Orion------------------------| Flooding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

629A: |

 Ettrick----------------------| Flooding

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

656A: |

 Scotah-----------------------| Flooding

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wind erosion

 |

666A: |

 Absco------------------------| Flooding

 | Excessive permeability

 | Limited available water capacity

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wind erosion

 |

676A: |

 Kickapoo---------------------| Flooding

 | Limited content of organic matter

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wind erosion

 |

739A: |

 Root-------------------------| Flooding

 | Excessive permeability

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

743C2: |

 Council----------------------| Limited content of organic matter

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wind erosion

 |

743D2: |

 Council----------------------| Slope

 | Limited content of organic matter

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wind erosion

 |

743E2: |

 Council----------------------| Slope

 | Limited content of organic matter

 | Potential for surface-water contamination

 | Previously eroded

 | Water erosion

 | Wind erosion

 |
120 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

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

 |

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

 |

1155F: |

 Brodale----------------------| Slope

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Surface rock fragments

 | Surface stones

 | Water erosion

 |

 Bellechester-----------------| Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

 Rock outcrop-----------------| Not applicable

 |

1233F: |

 Boone------------------------| Slope

 | Depth to bedrock

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |
La Crosse County, Wisconsin 121

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

1233F: |

 Tarr-------------------------| Slope

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

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------------------| Flooding

 | Excessive permeability

 | Ponding

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Wet soil moisture status

 |

1743F: |

 Council----------------------| Slope

 | Potential for surface-water contamination

 | Water erosion

 |

 Elevasil---------------------| Slope

 | Depth to bedrock

 | Excessive permeability

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 | Wind erosion

 |

 Norden-----------------------| Acid soil

 | Slope

 | Depth to bedrock

 | Limited available water capacity

 | Potential for ground-water contamination

 | Potential for surface-water contamination

 | Water erosion

 |

2002: |

 Udorthents, earthen dams-----| Not applicable

 |

2003A: |

 Riverwash--------------------| Not applicable

 |

2013: |

 Pits, gravel-----------------| Not applicable

 |

2014: |

 Pits, quarry, hard bedrock---| Not applicable

 |

2020: |

 Urban land, valley trains----| Not applicable

 |
122 Soil Survey of

Table 6.--Cropland Management Considerations--Continued

__________________________________________________________________________

 Map symbol | Cropland management

 and | considerations

 soil name | __________________________________________________________________________

 |

2030: |

 Udorthents, cut or fill------| Onsite investigation required

 |

 Udipsamments, cut or fill----| Onsite investigation required

 |

2040: |

 Udipsamments, dredge material| Onsite investigation required

 |

2050: |

 Landfill---------------------| Not applicable

 |

M-W: |

 Miscellaneous water----------| Not applicable

 |

W: |

 Water------------------------| Not applicable

 | __________________________________________________________________________
Table 7.--Land Capability and Yields per Acre of Crops and Pasture (Yields are those that can be expected under a high level of management. They are for nonirrigated area

 indicates that the soil is not suited to the crop or the crop generally is not grown on the soil) _______________________________________________________________________________________________________ | | | | | | |  Map symbol | Land |Corn silage | Soybeans |Alfalfa hay | Corn | Kentucky |  and soil name | capability | | | | | bluegrass | _______________________________________________________________________________________________________ | | Tons | Bu | Tons | Bu | AUM* |  | | | | | | | 20A----------------------| | --- | --- | --- | --- | --- |  Palms-------------------| 6w | | | | | |  Houghton----------------| 6w | | | | | |  | | | | | | | 21A----------------------| 7w | --- | --- | --- | --- | --- |  Palms | | | | | | |  | | | | | | | 30A----------------------| 5w | --- | --- | --- | --- | --- |  Adder | | | | | | |  | | | | | | | 110D3--------------------| 4e | 16.0 | 25 | 3.7 | 100 | 3.1 |  Timula | | | | | | |  | | | | | | | 110E2--------------------| 7e | 16.0 | 25 | 3.7 | 100 | 3.1 |  Timula | | | | | | |  | | | | | | | 114B2--------------------| 2e | 25.0 | 51 | 5.8 | 155 | 4.8 |  Mt. Carroll | | | | | | |  | | | | | | | 115C2--------------------| 3e | 22.0 | 45 | 5.1 | 135 | 4.4 |  Seaton | | | | | | |  | | | | | | | 115D2--------------------| 4e | 20.0 | 41 | 4.7 | 125 | 4.0 |  Seaton | | | | | | |  | | | | | | | 115E2--------------------| 6e | 19.0 | 38 | 4.5 | 115 | 3.6 |  Seaton | | | | | | |  | | | | | | | 116C2--------------------| 3e | 22.0 | 45 | 5.1 | 135 | 4.4 |  Churchtown | | | | | | |  | | | | | | | 116D2--------------------| 4e | 20.0 | 41 | 4.7 | 125 | 4.0 |  Churchtown | | | | | | |  | | | | | | | 116E2--------------------| 6e | 19.0 | 37 | 4.5 | 115 | 3.6 |  Churchtown | | | | | | |  | | | | | | | 126B---------------------| 1 | 25.0 | 50 | 5.6 | 150 | 5.0 |  Barremills | | | | | | |  | | | | | | |  See footnote at end of table.
Table 7.--Land Capability and Yields per Acre of Crops and Pasture--Continued _______________________________________________________________________________________________________

 | | | | | | |  Map symbol | Land |Corn silage | Soybeans |Alfalfa hay | Corn | Kentucky |  and soil name | capability | | | | | bluegrass | _______________________________________________________________________________________________________ | | Tons | Bu | Tons | Bu | AUM* |  | | | | | | | 132B2--------------------| 2e | 23.0 | 48 | 5.0 | 140 | 4.3 |  Brinkman | | | | | | |  | | | | | | | 132C2--------------------| 3e | 21.0 | 45 | 4.8 | 130 | 3.9 |  Brinkman | | | | | | |  | | | | | | | 133B2--------------------| 2e | 20.0 | 40 | 4.5 | 120 | 3.9 |  Valton | | | | | | |  | | | | | | | 133C2--------------------| 3e | 17.0 | 36 | 4.1 | 110 | 3.5 |  Valton | | | | | | |  | | | | | | | 133D2--------------------| 4e | 16.0 | 33 | 3.7 | 100 | 3.1 |  Valton | | | | | | |  | | | | | | | 134C2--------------------| 3e | 16.0 | 33 | 3.7 | 95 | 3.1 |  Lamoille | | | | | | |  | | | | | | | 134D2--------------------| 4e | 15.0 | 30 | 3.3 | 90 | 2.7 |  Lamoille | | | | | | |  | | | | | | | 163E2--------------------| 6e | 16.0 | 33 | 3.7 | 100 | 3.1 |  Elbaville | | | | | | |  | | | | | | | 202C2--------------------| 3e | 20.0 | 41 | 4.4 | 120 | 3.7 |  Lambeau | | | | | | |  | | | | | | | 202D2--------------------| 4e | 17.0 | 36 | 4.1 | 110 | 3.4 |  Lambeau | | | | | | |  | | | | | | | 213D2--------------------| 4e | 14.0 | 28 | 3.5 | 85 | 2.8 |  Hixton | | | | | | |  | | | | | | | 213E2--------------------| 6e | 13.0 | 26 | 3.2 | 75 | 2.4 |  Hixton | | | | | | |  | | | | | | | 224B---------------------| 3s | 15.0 | 28 | 3.8 | 90 | 3.1 |  Elevasil | | | | | | |  | | | | | | | 224C2--------------------| 3e | 13.0 | 26 | 3.4 | 80 | 2.7 |  Elevasil | | | | | | |  | | | | | | | 224D2--------------------| 4e | 11.0 | 23 | 3.0 | 70 | 2.3 |  Elevasil | | | | | | |  | | | | | | |  See footnote at end of table.
Table 7.--Land Capability and Yields per Acre of Crops and Pasture--Continued _______________________________________________________________________________________________________

 | | | | | | |  Map symbol | Land |Corn silage | Soybeans |Alfalfa hay | Corn | Kentucky |  and soil name | capability | | | | | bluegrass | _______________________________________________________________________________________________________ | | Tons | Bu | Tons | Bu | AUM* |  | | | | | | | 233C---------------------| 6s | 6.0 | 13 | 1.8 | 40 | 0.9 |  Boone | | | | | | |  | | | | | | | 253C2--------------------| 3e | 20.0 | 40 | 4.5 | 125 | 3.8 |  Greenridge | | | | | | |  | | | | | | | 253D2--------------------| 4e | 19.0 | 38 | 4.2 | 115 | 3.5 |  Greenridge | | | | | | |  | | | | | | | 254C2--------------------| 3e | 16.0 | 33 | 3.8 | 100 | 3.2 |  Norden | | | | | | |  | | | | | | | 254D2--------------------| 4e | 15.0 | 29 | 3.4 | 90 | 2.8 |  Norden | | | | | | |  | | | | | | | 254E2--------------------| 6e | 14.0 | 25 | 3.1 | 80 | 2.2 |  Norden | | | | | | |  | | | | | | | 296B---------------------| 4s | 9.0 | 18 | 2.1 | 55 | 1.3 |  Ludington | | | | | | |  | | | | | | | 312B2--------------------| 2e | 23.0 | 45 | 5.4 | 140 | 4.8 |  Festina | | | | | | |  | | | | | | | 318A---------------------| 2w | 22.0 | 45 | 5.2 | 135 | 4.5 |  Bearpen | | | | | | |  | | | | | | | 326B2--------------------| 2e | 16.0 | 31 | 4.0 | 100 | 3.9 |  Medary | | | | | | |  | | | | | | | 326F---------------------| 6e | --- | --- | --- | --- | 2.9 |  Medary | | | | | | |  | | | | | | | 336A---------------------| 1 | 25.0 | 50 | 5.6 | 150 | 5.0 |  Toddville | | | | | | |  | | | | | | | 403A---------------------| 2s | 20.0 | 40 | 4.4 | 120 | 3.9 |  Dakota | | | | | | |  | | | | | | | 413A---------------------| 3s | 16.0 | 31 | 4.2 | 100 | 3.0 |  Rasset | | | | | | |  | | | | | | | 424B---------------------| 2e | 17.0 | 35 | 4.2 | 110 | 3.4 |  Merit | | | | | | |  | | | | | | |  See footnote at end of table.
Table 7.--Land Capability and Yields per Acre of Crops and Pasture--Continued _______________________________________________________________________________________________________

 | | | | | | |  Map symbol | Land |Corn silage | Soybeans |Alfalfa hay | Corn | Kentucky |  and soil name | capability | | | | | bluegrass | _______________________________________________________________________________________________________ | | Tons | Bu | Tons | Bu | AUM* |  | | | | | | | 424D2--------------------| 4e | 16.0 | 32 | 4.0 | 100 | 3.1 |  Merit | | | | | | |  | | | | | | | 424F---------------------| 6e | --- | --- | --- | --- | 3.0 |  Merit | | | | | | |  | | | | | | | 433B---------------------| 3s | 15.0 | 31 | 3.8 | 95 | 2.9 |  Forkhorn | | | | | | |  | | | | | | | 434B---------------------| 3s | 15.0 | 30 | 3.5 | 95 | 2.9 |  Bilson | | | | | | |  | | | | | | | 434C2--------------------| 3e | 14.0 | 28 | 3.5 | 85 | 2.8 |  Bilson | | | | | | |  | | | | | | | 446A---------------------| 2s | 17.0 | 35 | 4.4 | 105 | 3.1 |  Merimod | | | | | | |  | | | | | | | 456A---------------------| 3s | 15.0 | 31 | 3.8 | 95 | 2.9 |  Bilmod | | | | | | |  | | | | | | | 458A---------------------| 3w | 15.0 | 30 | 3.5 | 90 | 2.9 |  Hoop | | | | | | |  | | | | | | | 483B2--------------------| 3s | 13.0 | 25 | 3.3 | 80 | 2.6 |  Brice | | | | | | |  | | | | | | | 501A---------------------| 4s | 10.0 | 21 | 2.8 | 65 | 2.0 |  Finchford | | | | | | |  | | | | | | | 502B2--------------------| 4s | 10.0 | 20 | 2.6 | 60 | 1.5 |  Chelsea | | | | | | |  | | | | | | | 502C2--------------------| 6s | 9.0 | 18 | 2.3 | 55 | 1.0 |  Chelsea | | | | | | |  | | | | | | | 511B---------------------| 4s | 9.0 | 18 | 2.5 | 55 | 1.5 |  Plainfield | | | | | | |  | | | | | | | 511C---------------------| 6s | 8.0 | 16 | 2.3 | 50 | 1.3 |  Plainfield | | | | | | |  | | | | | | | 511F---------------------| 7s | --- | --- | 1.7 | --- | 0.7 |  Plainfield | | | | | | |  | | | | | | |  See footnote at end of table.
Table 7.--Land Capability and Yields per Acre of Crops and Pasture--Continued _______________________________________________________________________________________________________

 | | | | | | |  Map symbol | Land |Corn silage | Soybeans |Alfalfa hay | Corn | Kentucky |  and soil name | capability | | | | | bluegrass | _______________________________________________________________________________________________________ | | Tons | Bu | Tons | Bu | AUM* |  | | | | | | | 551A---------------------| 4s | 10.0 | 20 | 2.6 | 60 | 1.9 |  Impact | | | | | | |  | | | | | | | 556A---------------------| 4s | 11.0 | 22 | 2.8 | 65 | 1.9 |  Mindoro | | | | | | |  | | | | | | | 561B---------------------| 4s | 7.0 | 15 | 2.1 | 45 | 1.1 |  Tarr | | | | | | |  | | | | | | | 561C---------------------| 6s | 6.0 | 12 | 1.9 | 40 | 1.0 |  Tarr | | | | | | |  | | | | | | | 561F---------------------| 7s | --- | --- | --- | --- | --- |  Tarr | | | | | | |  | | | | | | | 562B---------------------| 4s | 10.0 | 20 | 2.8 | 60 | 2.0 |  Gosil | | | | | | |  | | | | | | | 562C---------------------| 6s | 9.0 | 18 | 2.6 | 55 | 1.8 |  Gosil | | | | | | |  | | | | | | | 566A---------------------| 4s | 7.0 | 15 | 2.1 | 45 | 1.1 |  Tint | | | | | | |  | | | | | | | 568A---------------------| 4w | 9.0 | 18 | 2.5 | 55 | 2.0 |  Majik | | | | | | |  | | | | | | | 569A---------------------| 6w | --- | --- | --- | --- | --- |  Newlang | | | | | | |  | | | | | | | 576B---------------------| 3s | 11.0 | 22 | 3.5 | 70 | 2.0 |  Tintson | | | | | | |  | | | | | | | 601C---------------------| 6s | --- | --- | --- | --- | 2.5 |  Beavercreek | | | | | | |  | | | | | | | 606A---------------------| 1 | 24.0 | 56 | 5.0 | 145 | 4.5 |  Huntsville | | | | | | |  | | | | | | | 608A---------------------| 3w | 22.0 | 46 | 4.9 | 135 | 4.3 |  Lawson | | | | | | |  | | | | | | | 609A---------------------| 6w | --- | --- | --- | --- | --- |  Otter | | | | | | |  | | | | | | |  See footnote at end of table.
Table 7.--Land Capability and Yields per Acre of Crops and Pasture--Continued _______________________________________________________________________________________________________

 | | | | | | |  Map symbol | Land |Corn silage | Soybeans |Alfalfa hay | Corn | Kentucky |  and soil name | capability | | | | | bluegrass | _______________________________________________________________________________________________________ | | Tons | Bu | Tons | Bu | AUM* |  | | | | | | | 625A---------------------| 6w | --- | --- | --- | --- | 4.8 |  Arenzville | | | | | | |  | | | | | | | 626A---------------------| 2w | 22.0 | 45 | 5.0 | 135 | 4.8 |  Arenzville | | | | | | |  | | | | | | | 628A---------------------| 2w | 20.0 | 41 | 4.5 | 125 | 4.0 |  Orion | | | | | | |  | | | | | | | 629A---------------------| 6w | --- | --- | --- | --- | --- |  Ettrick | | | | | | |  | | | | | | | 656A---------------------| 4w | 9.0 | 18 | 2.5 | 55 | 1.5 |  Scotah | | | | | | |  | | | | | | | 666A---------------------| 4s | --- | --- | 2.8 | --- | 2.0 |  Absco | | | | | | |  | | | | | | | 676A---------------------| 3s | 18.0 | 36 | 4.8 | 110 | 3.8 |  Kickapoo | | | | | | |  | | | | | | | 739A---------------------| 6w | --- | --- | --- | --- | 3.0 |  Root | | | | | | |  | | | | | | | 743C2--------------------| 3e | 20.0 | 41 | 4.7 | 125 | 3.9 |  Council | | | | | | |  | | | | | | | 743D2--------------------| 4e | 19.0 | 38 | 4.3 | 115 | 3.5 |  Council | | | | | | |  | | | | | | | 743E2--------------------| 6e | 17.0 | 35 | 4.1 | 105 | 3.3 |  Council | | | | | | |  | | | | | | | 1125F--------------------| | --- | --- | --- | --- | 2.3 |  Dorerton----------------| 7e | | | | | |  Elbaville---------------| 7e | | | | | |  | | | | | | | 1145F--------------------| | --- | --- | --- | --- | 1.2 |  Gaphill-----------------| 7e | | | | | |  Rockbluff---------------| 7s | | | | | |  | | | | | | |  See footnote at end of table.
Table 7.--Land Capability and Yields per Acre of Crops and Pasture--Continued _______________________________________________________________________________________________________

 | | | | | | |  Map symbol | Land |Corn silage | Soybeans |Alfalfa hay | Corn | Kentucky |  and soil name | capability | | | | | bluegrass | _______________________________________________________________________________________________________ | | Tons | Bu | Tons | Bu | AUM* |  | | | | | | | 1155F--------------------| | --- | --- | --- | --- | 0.5 |  Brodale-----------------| 7s | | | | | |  Bellechester------------| 7s | | | | | |  Rock outcrop------------| 8 | | | | | |  | | | | | | | 1233F--------------------| | --- | --- | --- | --- | 0.8 |  Boone-------------------| 7s | | | | | |  Tarr--------------------| 7s | | | | | |  | | | | | | | 1658A--------------------| | --- | --- | --- | --- | 2.5 |  Algansee----------------| 7w | | | | | |  Kalmarville-------------| 7w | | | | | |  | | | | | | | 1743F--------------------| | --- | --- | --- | --- | 2.3 |  Council-----------------| 7e | | | | | |  Elevasil----------------| 7e | | | | | |  Norden------------------| 7e | | | | | |  | | | | | | | 2002. | | | | | | |  Udorthents, earthen dams| | | | | | |  | | | | | | | 2003A--------------------| 8w | --- | --- | --- | --- | --- |  Riverwash | | | | | | |  | | | | | | | 2013. | | | | | | |  Pits, gravel | | | | | | |  | | | | | | | 2014. | | | | | | |  Pits, quarry, hard | | | | | | |  bedrock | | | | | | |  | | | | | | | 2020. | | | | | | |  Urban land, valley | | | | | | |  trains | | | | | | |  | | | | | | | 2030: | | | | | | |  Udorthents, cut or fill.| | | | | | |  | | | | | | |  Udipsamments, cut or | | | | | | |  fill. | | | | | | |  | | | | | | | 2040. | | | | | | |  Udipsamments, dredge | | | | | | |  material | | | | | | |  | | | | | | |  See footnote at end of table.
Table 7.--Land Capability and Yields per Acre of Crops and Pasture--Continued _______________________________________________________________________________________________________

 | | | | | | |  Map symbol | Land |Corn silage | Soybeans |Alfalfa hay | Corn | Kentucky |  and soil name | capability | | | | | bluegrass | _______________________________________________________________________________________________________ | | Tons | Bu | Tons | Bu | AUM* |  | | | | | | | 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 hsheep, or five goats) for 30 days.
La Crosse County, Wisconsin 131

Table 8.--Prime Farmland

(Only the soils considered prime farmland are listed. Urban or built-up areas of the soils listed are

 not considered prime farmland. If a soil is prime farmland only under certain conditions, the

 conditions are specified in parentheses after the soil name)

_______________________________________________________________________________________________________

 |

 Map | Soil name

symbol | _______________________________________________________________________________________________________

 |

114B2 |Mt. Carroll silt loam, 2 to 6 percent slopes, moderately eroded

126B |Barremills silt loam, 1 to 6 percent slopes

132B2 |Brinkman silt loam, 2 to 6 percent slopes, moderately eroded

133B2 |Valton silt loam, 2 to 6 percent slopes, moderately eroded

224B |Elevasil sandy loam, 2 to 6 percent slopes

312B2 |Festina silt loam, 2 to 6 percent slopes, moderately eroded

318A |Bearpen silt loam, 0 to 3 percent slopes, rarely flooded (where drained)

326B2 |Medary silt loam, 1 to 6 percent slopes, moderately eroded

336A |Toddville silt loam, 0 to 3 percent slopes

403A |Dakota silt loam, 0 to 3 percent slopes

413A |Rasset sandy loam, 0 to 3 percent slopes

424B |Merit silt loam, 1 to 6 percent slopes

433B |Forkhorn sandy loam, 2 to 6 percent slopes

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

446A |Merimod silt loam, 0 to 3 percent slopes

456A |Bilmod sandy loam, 0 to 3 percent slopes

458A |Hoop sandy loam, 0 to 3 percent slopes (where drained)

606A |Huntsville silt loam, 0 to 3 percent slopes, rarely flooded

608A |Lawson silt loam, 0 to 3 percent slopes, occasionally flooded (where drained)

609A |Otter silt loam, 0 to 2 percent slopes, frequently flooded (where drained and either

 | protected from flooding or not frequently flooded during the growing season)

626A |Arenzville silt loam, 0 to 3 percent slopes, occasionally flooded

628A |Orion silt loam, 0 to 3 percent slopes, occasionally flooded

629A |Ettrick silt loam, 0 to 2 percent slopes, frequently flooded (where drained and either

 | protected from flooding or not frequently flooded during the growing season)

676A |Kickapoo fine sandy loam, 0 to 3 percent slopes, occasionally flooded

 | _______________________________________________________________________________________________________
Table 9.--Windbreaks and Environmental Plantings (Absence of an entry indicates that trees generally do not grow to the given height) _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | 20A: | | | |  Palms-------------------|Common ninebark-----| --- | --- |Golden willow, white | | | | willow  | | | |  Houghton----------------|Common ninebark-----| --- | --- |Golden willow, white | | | | willow  | | | | 21A: | | | |  Palms-------------------| --- | --- | --- | ---  | | | | 30A: | | | |  Adder-------------------|Common ninebark-----| --- | --- |Golden willow, white | | | | willow  | | | | 110D3: | | | |  Timula------------------| --- |Washington hawthorn,|Green ash, northern | ---  | | Russian olive, | catalpa, |  | | eastern redcedar, | honeylocust |  | | osageorange | |  | | | | 110E2: | | | |  Timula------------------| --- |Washington hawthorn,|Green ash, northern | ---  | | Russian olive, | catalpa, |  | | eastern redcedar, | honeylocust |  | | osageorange | |  | | | | 114B2: | | | |  Mt. Carroll-------------| --- |Siberian peashrub, |Eastern arborvitae, |Russian olive,  | | common lilac, | eastern redcedar, | common hackberry,  | | redosier dogwood | Amur maple, blue | eastern white pine, | | | spruce | green ash  | | | | 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 pine | | | | 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 pine | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | 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 pine | | | | 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  | | | | 126B: | | | |  Barremills--------------|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 |  | | | | 132B2: | | | |  Brinkman----------------| --- |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  | | | | 132C2: | | | |  Brinkman----------------| --- |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  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 133B2: | | | |  Valton------------------|Gray dogwood, silky |American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, Amur| white spruce | red maple, red  | | maple, | | pine, white ash  | | alternateleaf | |  | | dogwood, common | |  | | lilac | |  | | | | 133C2: | | | |  Valton------------------|Gray dogwood, silky |American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, Amur| white spruce | red maple, red  | | maple, | | pine, white ash  | | alternateleaf | |  | | dogwood, common | |  | | lilac | |  | | | | 133D2: | | | |  Valton------------------|Gray dogwood, silky |American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, Amur| white spruce | red maple, red  | | maple, | | pine, white ash  | | alternateleaf | |  | | dogwood, common | |  | | lilac | |  | | | | 134C2: | | | |  Lamoille----------------|Gray dogwood, silky |American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, Amur| white spruce | red maple, red  | | maple, | | pine, white ash  | | alternateleaf | |  | | dogwood, common | |  | | lilac | |  | | | | 134D2: | | | |  Lamoille----------------|Gray dogwood, silky |American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, Amur| white spruce | red maple, red  | | maple, | | pine, white ash  | | alternateleaf | |  | | dogwood, common | |  | | lilac | |  | | | | 163E2: | | | |  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 9.--Windbreaks and Environmental Plantings--Continued _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | 202C2: | | | |  Lambeau-----------------|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 | | |  | | | | 202D2: | | | |  Lambeau-----------------|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 | | |  | | | | 213D2: | | | |  Hixton------------------|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 | | |  | | | | 213E2: | | | |  Hixton------------------|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 | | |  | | | | 224B: | | | |  Elevasil----------------|Siberian peashrub, |Amur maple, common |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| lilac | Norway spruce | jack pine, red pine | dogwood | | |  | | | | 224C2: | | | |  Elevasil----------------|Siberian peashrub, |Amur maple, common |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| lilac | Norway spruce | jack pine, red pine | dogwood | | |  | | | | 224D2: | | | |  Elevasil----------------|Siberian peashrub, |Amur maple, common |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| lilac | Norway spruce | jack pine, red pine | dogwood | | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 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 | | |  | | | | 253C2: | | | |  Greenridge--------------|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 | | |  | | | | 253D2: | | | |  Greenridge--------------|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 | | |  | | | | 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 | | |  | | | | 296B: | | | |  Ludington---------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | 312B2: | | | |  Festina-----------------| --- |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 | |  | | | | 326B2: | | | |  Medary------------------|Gray dogwood, silky |American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, Amur| white spruce | red maple, red  | | maple, | | pine, white ash  | | alternateleaf | |  | | dogwood, common | |  | | lilac | |  | | | | 326F: | | | |  Medary------------------|Gray dogwood, silky |American |White spruce--------|Eastern white pine,  | dogwood | cranberrybush, Amur| | red maple, red  | | maple, | | pine, white ash  | | alternateleaf | |  | | dogwood, common | |  | | lilac, eastern | |  | | arborvitae | |  | | | | 336A: | | | |  Toddville---------------|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 |  | | | | 403A: | | | |  Dakota------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple | |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 413A: | | | |  Rasset------------------|Hedge cotoneaster---|Siberian peashrub, |Amur maple, Russian |Common hackberry,  | | Persian lilac, | olive, Norway | red pine, thornless | | eastern redcedar | spruce | honeylocust, green  | | | | ash  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 424B: | | | |  Merit-------------------|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 | | |  | | | | 424D2: | | | |  Merit-------------------|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 | | |  | | | | 424F: | | | |  Merit-------------------|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 | | |  | | | | 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| |  | | | | 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 | | |  | | | | 434C2: | | | |  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 | | |  | | | | 446A: | | | |  Merimod-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | 456A: | | | |  Bilmod------------------|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 | | |  | | | | 458A: | | | |  Hoop--------------------|Nannyberry----------|Common lilac, |Eastern arborvitae, |Eastern white pine,  | | redosier dogwood | white spruce, Amur | red maple, white  | | | maple | ash, common  | | | | hackberry, green  | | | | ash  | | | | 483B2: | | | |  Brice-------------------|Siberian peashrub, | --- |Eastern redcedar, |Eastern white pine  | common lilac | | jack pine, red |  | | | pine, Austrian pine|  | | | | 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 |  | | | | 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|  | | | | 511B: | | | |  Plainfield--------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pine | manyflower | maple, common lilac| |  | cotoneaster, silky | | |  | dogwood | | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 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 | | |  | | | | 551A: | | | |  Impact------------------|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 | | |  | | | | 556A: | | | |  Mindoro-----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, gray | cranberrybush, Amur| Norway spruce | jack pine, red pin | dogwood, silky | maple, common lilac| |  | dogwood | | |  | | | | 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 | | |  | | | | 561C: | | | |  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 | | |  | | | | 561F: | | | |  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 9.--Windbreaks and Environmental Plantings--Continued _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | 562B: | | | |  Gosil-------------------|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 | | |  | | | | 562C: | | | |  Gosil-------------------|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 | | |  | | | | 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 | | |  | | | | 568A: | | | |  Majik-------------------|Nannyberry, redosier|American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, | white spruce | red maple, red  | | common lilac, silky| | pine, silver maple, | | dogwood | | white ash  | | | | 569A: | | | |  Newlang-----------------|Common ninebark, |American |Eastern arborvitae, |Green ash, red  | nannyberry, | cranberrybush | balsam fir, white | maple, white ash  | redosier dogwood, | | spruce |  | silky dogwood | | |  | | | | 576B: | | | |  Tintson-----------------|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 | | |  | | | | 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| |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 606A: | | | |  Huntsville--------------| --- |Common lilac, |Eastern arborvitae, |Austrian pine,  | | redosier dogwood | white spruce, Amur | eastern white pine | | | maple, blue spruce | common hackberry,  | | | | green ash  | | | | 608A: | | | |  Lawson------------------|Common ninebark, |American |Eastern arborvitae, |Eastern white pine,  | nannyberry, | cranberrybush, | white spruce | red maple, silver  | redosier dogwood | common lilac, silky| | maple, white ash  | | dogwood | |  | | | | 609A: | | | |  Otter-------------------|Common ninebark, |American |Amur maple, white | ---  | nannyberry | cranberrybush, | spruce, common |  | | American plum, | hackberry |  | | eastern arborvitae,| |  | | redosier dogwood | |  | | | | 625A: | | | |  Arenzville--------------|Nannyberry, redosier|American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, | white spruce | red maple, red  | | common lilac, silky| | pine, white ash  | | 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-----------------|Common ninebark, |American |Eastern arborvitae, |Green ash, red  | nannyberry, | cranberrybush | balsam fir, white | maple, white ash  | redosier dogwood, | | spruce |  | silky dogwood | | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | 656A: | | | |  Scotah------------------|Common ninebark-----|American |Amur privet, |Manchurian  | | cranberrybush, | nannyberry, eastern| crabapple, Norway  | | silky dogwood | arborvitae, white | spruce, eastern  | | | spruce | white pine, green  | | | | ash  | | | | 666A: | | | |  Absco-------------------|Common ninebark-----|American |Amur privet, |Manchurian  | | cranberrybush, | nannyberry, eastern| crabapple, Norway  | | silky dogwood | arborvitae, white | spruce, eastern  | | | spruce | white pine, green  | | | | ash  | | | | 676A: | | | |  Kickapoo----------------|Nannyberry, redosier|American |Eastern arborvitae, |Eastern white pine,  | dogwood | cranberrybush, | white spruce | red maple, red  | | common lilac, silky| | pine, white ash  | | dogwood, silver | |  | | maple | |  | | | | 739A: | | | |  Root--------------------|Common ninebark, |American |Eastern arborvitae, |Green ash, red  | nannyberry, | cranberrybush | balsam fir, white | maple, white ash  | redosier dogwood, | | spruce |  | silky dogwood | | |  | | | | 743C2: | | | |  Council-----------------|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 |  | | | | 743D2: | | | |  Council-----------------|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 |  | | | | 743E2: | | | |  Council-----------------|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 9.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 1125F: | | | |  Dorerton----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, | cranberrybush, Amur| Norway spruce | jack pine, red pin | 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 |  | | | | 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 | | |  | | | | 1155F: | | | |  Brodale-----------------|Siberian peashrub, |Amur maple, common |Eastern redcedar, |Eastern white pine,  | gray dogwood, silky| lilac | Norway spruce | jack pine, red pin | dogwood | | |  | | | |  Bellechester------------|Siberian peashrub, | --- |Eastern redcedar, |Eastern white pine  | Tatarian | | jack pine, red |  | honeysuckle, common| | pine, Austrian pine|  | lilac | | |  | | | |  Rock outcrop. | | | |  | | | | 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 | | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | 1233F: | | | |  Tarr--------------------|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 | | |  | | | | 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-------------|Common ninebark, |American |Eastern arborvitae, |Green ash, red  | nannyberry, | cranberrybush | balsam fir, white | maple, white ash  | redosier dogwood, | | spruce |  | silky dogwood | | |  | | | | 1743F: | | | |  Council-----------------|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 |  | | | |  Elevasil----------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, gray | cranberrybush, Amur| Norway spruce | jack pine, red pine | dogwood, silky | maple, common lilac| |  | dogwood | | |  | | | |  Norden------------------|Siberian peashrub, |American |Eastern redcedar, |Eastern white pine,  | gray dogwood, gray | cranberrybush, Amur| Norway spruce | jack pine, red pine | dogwood, silky | maple, common lilac| |  | dogwood | | |  | | | | 2002. | | | |  Udorthents, earthen dams| | | |  | | | | 2003A. | | | |  Riverwash | | | |  | | | | 2013, 2014. | | | |  Pits | | | |  | | | | 2020. | | | |  Urban land, valley | | | |  trains | | | |  | | | | 
Table 9.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 2030: | | | |  Udorthents, cut or fill.| | | |  | | | |  Udipsamments, cut or | | | |  fill. | | | |  | | | | 2040. | | | |  Udipsamments, dredge | | | |  material | | | |  | | | | 2050. | | | |  Landfill | | | |  | | | | M-W. | | | |  Miscellaneous water | | | |  | | | | W. | | | |  Water | | | |  | | | | ____________________________________________________________________________________________________________
La Crosse County, Wisconsin 147

Table 10.--Conservation Tree/Shrub Suitability Groups

(Absence of an entry indicates that a conservation tree/shrub

 suitability group is not assigned)

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | suitability group _________________________________________________________________

 |

20A: |

 Palms-----------------| 10

 |

 Houghton--------------| 10

 |

21A: |

 Palms-----------------| 10

 |

30A: |

 Adder-----------------| 10

 |

110D3: |

 Timula----------------| 3

 |

110E2: |

 Timula----------------| 3

 |

114B2: |

 Mt. Carroll-----------| 3

 |

115C2: |

 Seaton----------------| 3

 |

115D2: |

 Seaton----------------| 3

 |

115E2: |

 Seaton----------------| 3

 |

116C2: |

 Churchtown------------| 3

 |

116D2: |

 Churchtown------------| 3

 |

116E2: |

 Churchtown------------| 3

 |

126B: |

 Barremills------------| 1

 |

132B2: |

 Brinkman--------------| 1

 |

132C2: |

 Brinkman--------------| 1

 |

133B2: |

 Valton----------------| 6D

 |

133C2: |

 Valton----------------| 6D

 |

133D2: |

 Valton----------------| 6D

 |

134C2: |

 Lamoille--------------| 10

 |
148 Soil Survey of

Table 10.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | suitability group _________________________________________________________________

 |

134D2: |

 Lamoille--------------| 10

 |

163E2: |

 Elbaville-------------| 6D

 |

202C2: |

 Lambeau---------------| 6D

 |

202D2: |

 Lambeau---------------| 6D

 |

213D2: |

 Hixton----------------| 6D

 |

213E2: |

 Hixton----------------| 6D

 |

224B: |

 Elevasil--------------| 6GA

 |

224C2: |

 Elevasil--------------| 6GA

 |

224D2: |

 Elevasil--------------| 6GA

 |

233C: |

 Boone-----------------| 6A

 |

253C2: |

 Greenridge------------| 3

 |

253D2: |

 Greenridge------------| 3

 |

254C2: |

 Norden----------------| 6D

 |

254D2: |

 Norden----------------| 6D

 |

254E2: |

 Norden----------------| 6D

 |

296B: |

 Ludington-------------| 10

 |

312B2: |

 Festina---------------| 3

 |

318A: |

 Bearpen---------------| 10

 |

326B2: |

 Medary----------------| 1

 |

326F: |

 Medary----------------| 1

 |

336A: |

 Toddville-------------| 1

 |
La Crosse County, Wisconsin 149

Table 10.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | suitability group _________________________________________________________________

 |

403A: |

 Dakota----------------| 4

 |

413A: |

 Rasset----------------| 4

 |

424B: |

 Merit-----------------| 4

 |

424D2: |

 Merit-----------------| 4

 |

424F: |

 Merit-----------------| 4

 |

433B: |

 Forkhorn--------------| 4

 |

434B: |

 Bilson----------------| 4

 |

434C2: |

 Bilson----------------| 4

 |

446A: |

 Merimod---------------| 1A

 |

456A: |

 Bilmod----------------| 4CA

 |

458A: |

 Hoop------------------| 10

 |

483B2: |

 Brice-----------------| 7

 |

501A: |

 Finchford-------------| 7

 |

502B2: |

 Chelsea---------------| 7

 |

502C2: |

 Chelsea---------------| 7

 |

511B: |

 Plainfield------------| 7

 |

511C: |

 Plainfield------------| 7

 |

511F: |

 Plainfield------------| 7

 |

551A: |

 Impact----------------| 7

 |

556A: |

 Mindoro---------------| 1S

 |

561B: |

 Tarr------------------| 7

 |
150 Soil Survey of

Table 10.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | suitability group _________________________________________________________________

 |

561C: |

 Tarr------------------| 7

 |

561F: |

 Tarr------------------| 7

 |

562B: |

 Gosil-----------------| 7

 |

562C: |

 Gosil-----------------| 7

 |

566A: |

 Tint------------------| 7

 |

568A: |

 Majik-----------------| 10

 |

569A: |

 Newlang---------------| 10

 |

576B: |

 Tintson---------------| 1S

 |

601C: |

 Beavercreek-----------| 4

 |

606A: |

 Huntsville------------| 1

 |

608A: |

 Lawson----------------| 10

 |

609A: |

 Otter-----------------| 10

 |

625A: |

 Arenzville------------| 3

 |

626A: |

 Arenzville------------| 3

 |

628A: |

 Orion-----------------| 10

 |

629A: |

 Ettrick---------------| 10

 |

656A: |

 Scotah----------------| 7

 |

666A: |

 Absco-----------------| 7A

 |

676A: |

 Kickapoo--------------| 1

 |

739A: |

 Root------------------| 10

 |

743C2: |

 Council---------------| 3A

 |
La Crosse County, Wisconsin 151

Table 10.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | suitability group _________________________________________________________________

 |

743D2: |

 Council---------------| 3A

 |

743E2: |

 Council---------------| 3A

 |

1125F: |

 Dorerton--------------| 3

 |

 Elbaville-------------| 3

 |

1145F: |

 Gaphill---------------| 4

 |

 Rockbluff-------------| 6A

 |

1155F: |

 Brodale---------------| 6KK

 |

 Bellechester----------| 6

 |

 Rock outcrop. |

 |

1233F: |

 Boone-----------------| 6A

 |

 Tarr------------------| 7

 |

1658A: |

 Algansee--------------| 7

 |

 Kalmarville-----------| 10

 |

1743F: |

 Council---------------| 3A

 |

 Elevasil--------------| 6GA

 |

 Norden----------------| 6D

 |

2002. |

 Udorthents, earthen |

 dams |

 |

2003A. |

 Riverwash |

 |

2013, 2014. |

 Pits |

 |

2020. |

 Urban land, valley |

 trains |

 |

2030: |

 Udorthents, cut or |

 fill. |

 |

 Udipsamments, cut or |

 fill. |

 |
152 Soil Survey of

Table 10.--Conservation Tree/Shrub Suitability Groups--Continued

_________________________________________________________________

 |

 Map symbol | Conservation

 and | tree/shrub

 soil name | suitability group _________________________________________________________________

 |

2040. |

 Udipsamments, dredge |

 material |

 |

2050. |

 Landfill |

 |

M-W. |

 Miscellaneous water |

 |

W. |

 Water |

 | _________________________________________________________________
La Crosse County, Wisconsin 153

Table 11.--Forest Land Harvest Equipment Considerations

(Only the soils that are commonly used as forest land are listed. See text

 for a description of the considerations listed in this table)

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

110D3: |

 Timula-----------------------| Slope

 |

110E2: |

 Timula-----------------------| Slope

 |

114B2: |

 Mt. Carroll------------------| Susceptible to rutting and wheel slippage

 |

132B2: |

 Brinkman---------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

132C2: |

 Brinkman---------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

133B2: |

 Valton-----------------------| Susceptible to rutting and wheel slippage

 |

133C2: |

 Valton-----------------------| Susceptible to rutting and wheel slippage

 |

133D2: |

 Valton-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

134C2: |

 Lamoille---------------------| Susceptible to rutting and wheel slippage

 |

134D2: |

 Lamoille---------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

163E2: |

 Elbaville--------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

202C2: |

 Lambeau----------------------| Susceptible to rutting and wheel slippage

 |

202D2: |

 Lambeau----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

213D2: |

 Hixton-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

213E2: |

 Hixton-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

253C2: |

 Greenridge-------------------| Susceptible to rutting and wheel slippage

 |

253D2: |

 Greenridge-------------------| Slope

 | Susceptible to rutting and wheel slippage

 |
154 Soil Survey of

Table 11.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

296B: |

 Ludington--------------------| Wetness

 | Poor traction (loose sandy material)

 |

312B2: |

 Festina----------------------| Susceptible to rutting and wheel slippage

 |

326B2: |

 Medary-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

326F: |

 Medary-----------------------| Slope

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

424B: |

 Merit------------------------| Susceptible to rutting and wheel slippage

 |

424D2: |

 Merit------------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

424F: |

 Merit------------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

434C2: |

 Bilson-----------------------| No major considerations

 |

446A: |

 Merimod----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

456A: |

 Bilmod-----------------------| Wetness

 |

483B2: |

 Brice------------------------| Poor traction (loose sandy material)

 |

551A: |

 Impact-----------------------| Poor traction (loose sandy material)

 |

556A: |

 Mindoro----------------------| Poor traction (loose sandy material)

 |

561C: |

 Tarr-------------------------| Poor traction (loose sandy material)

 |

561F: |

 Tarr-------------------------| Slope

 | Poor traction (loose sandy material)

 |

562B: |

 Gosil------------------------| Poor traction (loose sandy material)

 |

562C: |

 Gosil------------------------| Poor traction (loose sandy material)

 |

568A: |

 Majik------------------------| Wetness

 | Poor traction (loose sandy material)

 |
La Crosse County, Wisconsin 155

Table 11.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 soil name | __________________________________________________________________________

 |

569A: |

 Newlang----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 | Poor traction (loose sandy material)

 |

576B: |

 Tintson----------------------| Wetness

 | Poor traction (loose sandy material)

 |

606A: |

 Huntsville-------------------| Susceptible to rutting and wheel slippage

 |

608A: |

 Lawson-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

625A: |

 Arenzville-------------------| No major considerations

 |

666A: |

 Absco------------------------| Poor traction (loose sandy material)

 |

676A: |

 Kickapoo---------------------| No major considerations

 |

739A: |

 Root-------------------------| Flooding

 | Wetness

 |

743C2: |

 Council----------------------| No major considerations

 |

743D2: |

 Council----------------------| Slope

 |

743E2: |

 Council----------------------| Slope

 |

1743F: |

 Council----------------------| Slope

 |

 Elevasil---------------------| Slope

 |

 Norden-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 | __________________________________________________________________________
156 Soil Survey of

Table 12.--Forest Haul Road Considerations

(Only the soils that are commonly used as forest land are listed. See text

 for a description of the considerations listed in this table)

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

110D3: |

 Timula-----------------------| Slope

 |

110E2: |

 Timula-----------------------| Slope

 |

114B2: |

 Mt. Carroll------------------| Low bearing strength

 |

132B2: |

 Brinkman---------------------| Wetness

 | Low bearing strength

 |

132C2: |

 Brinkman---------------------| Slope

 | Wetness

 | Low bearing strength

 |

133B2: |

 Valton-----------------------| Low bearing strength

 |

133C2: |

 Valton-----------------------| Slope

 | Low bearing strength

 |

133D2: |

 Valton-----------------------| Slope

 | Low bearing strength

 |

134C2: |

 Lamoille---------------------| Slope

 | Low bearing strength

 |

134D2: |

 Lamoille---------------------| Slope

 | Low bearing strength

 |

163E2: |

 Elbaville--------------------| Slope

 | Low bearing strength

 |

202C2: |

 Lambeau----------------------| Slope

 | Low bearing strength

 |

202D2: |

 Lambeau----------------------| Slope

 | Low bearing strength

 |

213D2: |

 Hixton-----------------------| Slope

 | Low bearing strength

 |

213E2: |

 Hixton-----------------------| Slope

 | Low bearing strength

 |

253C2: |

 Greenridge-------------------| Slope

 | Low bearing strength

 |
La Crosse County, Wisconsin 157

Table 12.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

253D2: |

 Greenridge-------------------| Slope

 | Low bearing strength

 |

296B: |

 Ludington--------------------| Wetness

 |

312B2: |

 Festina----------------------| Low bearing strength

 |

326B2: |

 Medary-----------------------| Wetness

 | Low bearing strength

 |

326F: |

 Medary-----------------------| Slope

 | Wetness

 | Low bearing strength

 |

424B: |

 Merit------------------------| Low bearing strength

 |

424D2: |

 Merit------------------------| Slope

 | Low bearing strength

 |

424F: |

 Merit------------------------| Slope

 | Low bearing strength

 |

434C2: |

 Bilson-----------------------| Slope

 |

446A: |

 Merimod----------------------| Wetness

 | Low bearing strength

 |

456A: |

 Bilmod-----------------------| Wetness

 |

483B2: |

 Brice------------------------| No major considerations

 |

551A: |

 Impact-----------------------| No major considerations

 |

556A: |

 Mindoro----------------------| No major considerations

 |

561C: |

 Tarr-------------------------| Slope

 |

561F: |

 Tarr-------------------------| Slope

 |

562B: |

 Gosil------------------------| No major considerations

 |

562C: |

 Gosil------------------------| Slope

 |

568A: |

 Majik------------------------| Wetness

 |
158 Soil Survey of

Table 12.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 soil name | __________________________________________________________________________

 |

569A: |

 Newlang----------------------| Wetness

 | Low bearing strength

 |

576B: |

 Tintson----------------------| Wetness

 |

606A: |

 Huntsville-------------------| Low bearing strength

 |

608A: |

 Lawson-----------------------| Wetness

 | Low bearing strength

 |

625A: |

 Arenzville-------------------| No major considerations

 |

666A: |

 Absco------------------------| No major considerations

 |

676A: |

 Kickapoo---------------------| No major considerations

 |

739A: |

 Root-------------------------| Flooding

 | Wetness

 |

743C2: |

 Council----------------------| Slope

 |

743D2: |

 Council----------------------| Slope

 |

743E2: |

 Council----------------------| Slope

 |

1743F: |

 Council----------------------| Slope

 |

 Elevasil---------------------| Slope

 |

 Norden-----------------------| Slope

 | Low bearing strength

 | __________________________________________________________________________
La Crosse County, Wisconsin 159

Table 13.--Forest Log Landing Considerations

(Only the soils that are commonly used as forest land are listed. See text

 for a description of the considerations listed in this table)

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

110D3: |

 Timula-----------------------| Slope

 |

110E2: |

 Timula-----------------------| Slope

 |

114B2: |

 Mt. Carroll------------------| Susceptible to rutting and wheel slippage

 |

132B2: |

 Brinkman---------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

132C2: |

 Brinkman---------------------| Slope

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

133B2: |

 Valton-----------------------| Susceptible to rutting and wheel slippage

 |

133C2: |

 Valton-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

133D2: |

 Valton-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

134C2: |

 Lamoille---------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

134D2: |

 Lamoille---------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

163E2: |

 Elbaville--------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

202C2: |

 Lambeau----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

202D2: |

 Lambeau----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

213D2: |

 Hixton-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

213E2: |

 Hixton-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

253C2: |

 Greenridge-------------------| Slope

 | Susceptible to rutting and wheel slippage

 |
160 Soil Survey of

Table 13.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

253D2: |

 Greenridge-------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

296B: |

 Ludington--------------------| Wetness

 |

312B2: |

 Festina----------------------| Susceptible to rutting and wheel slippage

 |

326B2: |

 Medary-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

326F: |

 Medary-----------------------| Slope

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

424B: |

 Merit------------------------| Susceptible to rutting and wheel slippage

 |

424D2: |

 Merit------------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

424F: |

 Merit------------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

434C2: |

 Bilson-----------------------| Slope

 |

446A: |

 Merimod----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

456A: |

 Bilmod-----------------------| Wetness

 |

483B2: |

 Brice------------------------| No major considerations

 |

551A: |

 Impact-----------------------| No major considerations

 |

556A: |

 Mindoro----------------------| No major considerations

 |

561C: |

 Tarr-------------------------| Slope

 |

561F: |

 Tarr-------------------------| Slope

 |

562B: |

 Gosil------------------------| No major considerations

 |

562C: |

 Gosil------------------------| Slope

 |

568A: |

 Majik------------------------| Wetness

 |
La Crosse County, Wisconsin 161

Table 13.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 soil name | __________________________________________________________________________

 |

569A: |

 Newlang----------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

576B: |

 Tintson----------------------| Wetness

 |

606A: |

 Huntsville-------------------| Susceptible to rutting and wheel slippage

 |

608A: |

 Lawson-----------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

625A: |

 Arenzville-------------------| Flooding

 |

666A: |

 Absco------------------------| Flooding

 |

676A: |

 Kickapoo---------------------| Flooding

 |

739A: |

 Root-------------------------| Flooding

 | Wetness

 |

743C2: |

 Council----------------------| Slope

 |

743D2: |

 Council----------------------| Slope

 |

743E2: |

 Council----------------------| Slope

 |

1743F: |

 Council----------------------| Slope

 |

 Elevasil---------------------| Slope

 |

 Norden-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 | __________________________________________________________________________
162 Soil Survey of

Table 14.--Forest Land Site Preparation and Planting Considerations

(Only the soils that are commonly used as forest land are listed. See text

 for a description of the considerations listed in this table)

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

110D3: |

 Timula-----------------------| Slope

 | Water erosion

 |

110E2: |

 Timula-----------------------| Slope

 | Water erosion

 |

114B2: |

 Mt. Carroll------------------| Potential poor tilth and compaction

 |

132B2: |

 Brinkman---------------------| Wetness

 | Potential poor tilth and compaction

 |

132C2: |

 Brinkman---------------------| Wetness

 | Water erosion

 | Potential poor tilth and compaction

 |

133B2: |

 Valton-----------------------| Potential poor tilth and compaction

 |

133C2: |

 Valton-----------------------| Water erosion

 | Potential poor tilth and compaction

 |

133D2: |

 Valton-----------------------| Slope

 | Water erosion

 | Potential poor tilth and compaction

 |

134C2: |

 Lamoille---------------------| Cobbly surface

 | Water erosion

 | Potential poor tilth and compaction

 |

134D2: |

 Lamoille---------------------| Slope

 | Cobbly surface

 | Water erosion

 | Potential poor tilth and compaction

 |

163E2: |

 Elbaville--------------------| Slope

 | Water erosion

 | Potential poor tilth and compaction

 |

202C2: |

 Lambeau----------------------| Water erosion

 | Potential poor tilth and compaction

 |

202D2: |

 Lambeau----------------------| Slope

 | Water erosion

 | Potential poor tilth and compaction

 |

213D2: |

 Hixton-----------------------| Slope

 | Water erosion

 |
La Crosse County, Wisconsin 163

Table 14.--Forest Land Site Preparation and

Planting Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

213E2: |

 Hixton-----------------------| Slope

 | Water erosion

 |

253C2: |

 Greenridge-------------------| Water erosion

 | Potential poor tilth and compaction

 |

253D2: |

 Greenridge-------------------| Slope

 | Water erosion

 | Potential poor tilth and compaction

 |

296B: |

 Ludington--------------------| Wetness

 |

312B2: |

 Festina----------------------| Potential poor tilth and compaction

 |

326B2: |

 Medary-----------------------| Wetness

 | Potential poor tilth and compaction

 |

326F: |

 Medary-----------------------| Slope

 | Wetness

 | Water erosion

 | Potential poor tilth and compaction

 |

424B: |

 Merit------------------------| Potential poor tilth and compaction

 |

424D2: |

 Merit------------------------| Slope

 | Water erosion

 | Potential poor tilth and compaction

 |

424F: |

 Merit------------------------| Slope

 | Water erosion

 | Potential poor tilth and compaction

 |

434C2: |

 Bilson-----------------------| Water erosion

 |

446A: |

 Merimod----------------------| Wetness

 | Potential poor tilth and compaction

 |

456A: |

 Bilmod-----------------------| Wetness

 |

483B2: |

 Brice------------------------| No major considerations

 |

551A: |

 Impact-----------------------| Cobbly surface

 |

556A: |

 Mindoro----------------------| Cobbly surface

 |
164 Soil Survey of

Table 14.--Forest Land Site Preparation and

Planting Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

561C: |

 Tarr-------------------------| Cobbly surface

 | Water erosion

 |

561F: |

 Tarr-------------------------| Slope

 | Cobbly surface

 | Water erosion

 |

562B: |

 Gosil------------------------| Cobbly surface

 |

562C: |

 Gosil------------------------| Cobbly surface

 | Water erosion

 |

568A: |

 Majik------------------------| Wetness

 |

569A: |

 Newlang----------------------| Wetness

 | Cobbly surface

 |

576B: |

 Tintson----------------------| Wetness

 |

606A: |

 Huntsville-------------------| No major considerations

 |

608A: |

 Lawson-----------------------| Wetness

 |

625A: |

 Arenzville-------------------| No major considerations

 |

666A: |

 Absco------------------------| Cobbly surface

 |

676A: |

 Kickapoo---------------------| No major considerations

 |

739A: |

 Root-------------------------| Flooding

 | Wetness

 | Cobbly surface

 |

743C2: |

 Council----------------------| Water erosion

 |

743D2: |

 Council----------------------| Slope

 | Water erosion

 |

743E2: |

 Council----------------------| Slope

 | Water erosion

 |
La Crosse County, Wisconsin 165

Table 14.--Forest Land Site Preparation and

Planting Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 soil name | __________________________________________________________________________

 |

1743F: |

 Council----------------------| Slope

 | Water erosion

 |

 Elevasil---------------------| Slope

 | Water erosion

 |

 Norden-----------------------| Slope

 | Water erosion

 | __________________________________________________________________________
166 Soil Survey of

Table 15.--Forest Habitat Types

(See text for descriptions of the habitat types listed in this table)

_____________________________________________________________________________________________________________

 | | |

 Map symbol and | Habitat | Dominance | Short scientific

 soil name | type | | name

 | | | _____________________________________________________________________________________________________________

 | | |

20A: | | |

 Palms--------------------| Nvpd | Dominant |N/A (very poorly drained soil)

 | | |

 Houghton-----------------| Nvpd | Dominant |N/A (very poorly drained soil)

 | | |

21A: | | |

 Palms--------------------| Nvpd | Dominant |N/A (very poorly drained soil)

 | | |

30A: | | |

 Adder--------------------| Nvpd | Dominant |N/A (very poorly drained soil)

 | | |

110D3, 110E2: | | |

 Timula-------------------| ATiSa | Dominant |Acer-Tilia/Sanguinaria

 | | |

114B2: | | |

 Mt. Carroll--------------| ATiCa | Dominant |Acer-Tilia/Caulophyllum

 | | |

115C2, 115D2, 115E2: | | |

 Seaton-------------------| ATiCa | Dominant |Acer-Tilia/Caulophyllum

 | | |

116C2, 116D2: | | |

 Churchtown---------------| ATiCa | Dominant |Acer-Tilia/Caulophyllum

 | | |

116E2: | | |

 Churchtown---------------| ATiCa | Codominant |Acer-Tilia/Caulophyllum

 | ATiDe | Codominant |Acer-Tilia/Desmodium

 | | |

126B: | | |

 Barremills---------------| ATiCa | Dominant |Acer-Tilia/Caulophyllum

 | | |

132B2, 132C2: | | |

 Brinkman-----------------| ATiCa | Dominant |Acer-Tilia/Caulophyllum

 | | |

133B2, 133C2, 133D2: | | |

 Valton-------------------| ATiSa | Dominant |Acer-Tilia/Sanguinaria

 | | |

134C2, 134D2: | | |

 Lamoille-----------------| ATiDe | Dominant |Acer-Tilia/Desmodium

 | | |

163E2: | | |

 Elbaville----------------| ATiDe | Codominant |Acer-Tilia/Desmodium

 | ATiCa | Codominant |Acer-Tilia/Caulophyllum

 | | |

202C2, 202D2: | | |

 Lambeau------------------| ATiSa | Dominant |Acer-Tilia/Sanguinaria

 | | |

213D2: | | |

 Hixton-------------------| ArCi-Ph | Dominant |Acer rubrum/Circaea (Phryma)

 | | |

213E2: | | |

 Hixton-------------------| ArCi-Ph | Codominant |Acer rubrum/Circaea (Phryma)

 | ArDe-V | Codominant |Acer rubrum/Desmodium (Vaccinium)

 | | |

224B, 224C2, 224D2: | | |

 Elevasil-----------------| PVCr | Codominant |Pinus/Vaccinium-Cornus

 | ArDe-V | Codominant |Acer rubrum/Desmodium (Vaccinium)

 | | |

233C: | | |

 Boone--------------------| PVGy | Dominant |Pinus/Vaccinium-Gaylussacia

 | | |
La Crosse County, Wisconsin 167

Table 15.--Forest Habitat Types--Continued

_____________________________________________________________________________________________________________

 | | |

 Map symbol and | Habitat | Dominance | Short scientific

 soil name | type | | name

 | | | _____________________________________________________________________________________________________________

 | | |

253C2, 253D2: | | |

 Greenridge---------------| ATiCa | Dominant |Acer-Tilia/Caulophyllum

 | | |

254C2, 254D2: | | |

 Norden-------------------| ArCi-Ph | Dominant |Acer rubrum/Circaea (Phryma)

 | | |

254E2: | | |

 Norden-------------------| ArCi-Ph | Codominant |Acer rubrum/Circaea (Phryma)

 | ATiDe(Pr) | Codominant |Acer-Tilia/Desmodium-Prunus

 | | |

296B: | | |

 Ludington----------------| PVRh | Codominant |Pinus/Vaccinium-Rubus

 | PVCr | Codominant |Pinus/Vaccinium-Cornus

 | | |

312B2: | | |

 Festina------------------| ATiCa | Dominant |Acer-Tilia/Caulophyllum

 | | |

318A: | | |

 Bearpen------------------| ATiCa | Dominant |Acer-Tilia/Caulophyllum

 | | |

326B2: | | |

 Medary-------------------| ATiDe | Dominant |Acer-Tilia/Desmodium

 | | |

326F: | | |

 Medary-------------------| ATiDe | Codominant |Acer-Tilia/Desmodium

 | ArCi-Ph | Codominant |Acer rubrum/Circaea (Phryma)

 | | |

336A: | | |

 Toddville----------------| ATiCa | Dominant |Acer-Tilia/Caulophyllum

 | | |

403A: | | |

 Dakota-------------------| ArCi-Ph | Dominant |Acer rubrum/Circaea (Phryma)

 | | |

413A: | | |

 Rasset-------------------| PVCr | Codominant |Pinus/Vaccinium-Cornus

 | ArDe-V | Codominant |Acer rubrum/Desmodium (Vaccinium)

 | | |

424B, 424D2: | | |

 Merit--------------------| ArCi-Ph | Dominant |Acer rubrum/Circaea (Phryma)

 | | |

424F: | | |

 Merit--------------------| ArCi-Ph | Codominant |Acer rubrum/Circaea (Phryma)

 | ArDe-V | Codominant |Acer rubrum/Desmodium (Vaccinium)

 | | |

433B: | | |

 Forkhorn-----------------| ArDe-V | Dominant |Acer rubrum/Desmodium (Vaccinium)

 | | |

434B, 434C2: | | |

 Bilson-------------------| ArDe-V | Dominant |Acer rubrum/Desmodium (Vaccinium)

 | | |

446A: | | |

 Merimod------------------| ArCi-Ph | Dominant |Acer rubrum/Circaea (Phryma)

 | | |

456A: | | |

 Bilmod-------------------| ArDe-V | Dominant |Acer rubrum/Desmodium (Vaccinium)

 | | |

458A: | | |

 Hoop---------------------| PVRh | Codominant |Pinus/Vaccinium-Rubus

 | PVCr | Codominant |Pinus/Vaccinium-Cornus

 | | |

483B2: | | |

 Brice--------------------| PVCr | Dominant |Pinus/Vaccinium-Cornus

 | | |
168 Soil Survey of

Table 15.--Forest Habitat Types--Continued

_____________________________________________________________________________________________________________

 | | |

 Map symbol and | Habitat | Dominance | Short scientific

 soil name | type | | name

 | | | _____________________________________________________________________________________________________________

 | | |

501A: | | |

 Finchford----------------| PVGy | Dominant |Pinus/Vaccinium-Gaylussacia

 | | |

502B2, 502C2: | | |

 Chelsea------------------| PVCr | Codominant |Pinus/Vaccinium-Cornus

 | PVGy | Codominant |Pinus/Vaccinium-Gaylussacia

 | | |

511B, 511C: | | |

 Plainfield---------------| PVGy | Dominant |Pinus/Vaccinium-Gaylussacia

 | | |

511F: | | |

 Plainfield---------------| PVGy | Codominant |Pinus/Vaccinium-Gaylussacia

 | PVCr | Codominant |Pinus/Vaccinium-Cornus

 | | |

551A: | | |

 Impact-------------------| PVGy | Dominant |Pinus/Vaccinium-Gaylussacia

 | | |

556A: | | |

 Mindoro------------------| PVGy | Dominant |Pinus/Vaccinium-Gaylussacia

 | | |

561B, 561C: | | |

 Tarr---------------------| PVGy | Dominant |Pinus/Vaccinium-Gaylussacia

 | | |

561F: | | |

 Tarr---------------------| PVGy | Codominant |Pinus/Vaccinium-Gaylussacia

 | ArCi-Ph | Codominant |Acer rubrum/Circaea (Phryma)

 | | |

562B, 562C: | | |

 Gosil--------------------| PVCr | Dominant |Pinus/Vaccinium-Cornus

 | | |

566A: | | |

 Tint---------------------| PVGy | Dominant |Pinus/Vaccinium-Gaylussacia

 | | |

568A: | | |

 Majik--------------------| PVRh | Codominant |Pinus/Vaccinium-Rubus

 | PVGy | Codominant |Pinus/Vaccinium-Gaylussacia

 | | |

569A: | | |

 Newlang------------------| Npd | Dominant |N/A (wet mineral upland soil)

 | | |

576B: | | |

 Tintson------------------| PVCr | Codominant |Pinus/Vaccinium-Cornus

 | ArDe-V | Codominant |Acer rubrum/Desmodium (Vaccinium)

 | | |

601C: | | |

 Beavercreek--------------| ArDe-V | Codominant |Acer rubrum/Desmodium (Vaccinium)

 | ATiDe | Codominant |Acer-Tilia/Desmodium

 | | |

606A: | | |

 Huntsville---------------| Nflp | Dominant |N/A (flood-plain soil)

 | | |

608A: | | |

 Lawson-------------------| Nflp | Dominant |N/A (flood-plain soil)

 | | |

609A: | | |

 Otter--------------------| Nflp | Dominant |N/A (flood-plain soil)

 | | |

625A, 626A: | | |

 Arenzville---------------| Nflp | Dominant |N/A (flood-plain soil)

 | | |

628A: | | |

 Orion--------------------| Nflp | Dominant |N/A (flood-plain soil)

 | | |
La Crosse County, Wisconsin 169

Table 15.--Forest Habitat Types--Continued

_____________________________________________________________________________________________________________

 | | |

 Map symbol and | Habitat | Dominance | Short scientific

 soil name | type | | name

 | | | _____________________________________________________________________________________________________________

 | | |

629A: | | |

 Ettrick------------------| Npd | Dominant |N/A (poorly drained soil)

 | | |

656A: | | |

 Scotah-------------------| PVGy | Dominant |Pinus/Vaccinium-Gaylussacia

 | | |

666A: | | |

 Absco--------------------| PVGy | Dominant |Pinus/Vaccinium-Gaylussacia

 | | |

676A: | | |

 Kickapoo-----------------| Nflp | Dominant |N/A (flood-plain soil)

 | | |

739A: | | |

 Root---------------------| Nflp | Dominant |N/A (flood-plain soil)

 | | |

743C2, 743D2: | | |

 Council------------------| ATiDe | Dominant |Acer-Tilia/Desmodium

 | | |

743E2: | | |

 Council------------------| ArDe-V | Codominant |Acer rubrum/Desmodium (Vaccinium)

 | ATiDe | Codominant |Acer-Tilia/Desmodium

 | | |

1125F: | | |

 Dorerton-----------------| ArCi-Ph | Codominant |Acer rubrum/Circaea (Phryma)

 | ATiCa | Codominant |Acer-Tilia/Caulophyllum

 | | |

 Elbaville----------------| ArCi-Ph | Codominant |Acer rubrum/Circaea (Phryma)

 | ATiCa | Codominant |Acer-Tilia/Caulophyllum

 | | |

1145F: | | |

 Gaphill------------------| ArDe-V | Codominant |Acer rubrum/Desmodium (Vaccinium)

 | PVGy | Codominant |Pinus/Vaccinium-Gaylussacia

 | | |

 Rockbluff----------------| ArDe-V | Codominant |Acer rubrum/Desmodium (Vaccinium)

 | PVGy | Codominant |Pinus/Vaccinium-Gaylussacia

 | | |

1155F: | | |

 Brodale------------------| Nnw | Dominant |N/A (goat prairie)

 | | |

 Bellechester-------------| Nnw | Dominant |N/A (goat prairie)

 | | |

 Rock outcrop. | | |

 | | |

1233F: | | |

 Boone--------------------| PVGy | Codominant |Pinus/Vaccinium-Gaylussacia

 | PVCr | Codominant |Pinus/Vaccinium-Cornus

 | | |

 Tarr---------------------| PVGy | Codominant |Pinus/Vaccinium-Gaylussacia

 | PVCr | Codominant |Pinus/Vaccinium-Cornus

 | | |

1658A: | | |

 Algansee-----------------| Nflp | Dominant |N/A (flood-plain soil)

 | | |

 Kalmarville--------------| Nflp | Dominant |N/A (flood-plain soil)

 | | |

1743F: | | |

 Council------------------| ArDe-V | Codominant |Acer rubrum/Desmodium (Vaccinium)

 | PVCr | Codominant |Pinus/Vaccinium-Cornus

 | ArCi-Ph | Codominant |Acer rubrum/Circaea (Phryma)

 | | |

 Elevasil-----------------| ArDe-V | Codominant |Acer rubrum/Desmodium (Vaccinium)

 | PVCr | Codominant |Pinus/Vaccinium-Cornus

 | ArCi-Ph | Codominant |Acer rubrum/Circaea (Phryma)

 | | |
170 Soil Survey of

Table 15.--Forest Habitat Types--Continued

_____________________________________________________________________________________________________________

 | | |

 Map symbol and | Habitat | Dominance | Short scientific

 soil name | type | | name

 | | | _____________________________________________________________________________________________________________

 | | |

1743F: | | |

 Norden-------------------| ArDe-V | Codominant |Acer rubrum/Desmodium (Vaccinium)

 | PVCr | Codominant |Pinus/Vaccinium-Cornus

 | ArCi-Ph | Codominant |Acer rubrum/Circaea (Phryma)

 | | |

2002: | | |

 Udorthents, earthen dams | Nma | Dominant |N/A (miscellaneous area)

 | | |

2003A: | | |

 Riverwash----------------| Nfld | Dominant |N/A (flood-plain soils)

 | | |

2013, 2014: | | |

 Pits---------------------| Nma | Dominant |N/A (miscellaneous area)

 | | |

2020: | | |

 Urban land, valley trains| Nma | Dominant |N/A (miscellaneous area)

 | | |

2030: | | |

 Udorthents, cut or fill--| Nma | Dominant |N/A (miscellaneous area)

 | | |

 Udipsamments, cut or fill| Nma | Dominant |N/A (miscellaneous area)

 | | |

2040: | | |

 Udipsamments, dredge | | |

 material----------------| Nma | Dominant |N/A (miscellaneous area)

 | | |

2050: | | |

 Landfill-----------------| Nma | Dominant |N/A (miscellaneous area)

 | | |

M-W: | | |

 Miscellaneous water------| Nma | Dominant |N/A (miscellaneous area)

 | | |

W: | | |

 Water--------------------| Nma | Dominant |N/A (miscellaneous area)

 | | | _____________________________________________________________________________________________________________
La Crosse County, Wisconsin 171

Table 16a.--Recreational Development

(The information in this table indicates the dominant soil condition but does not eliminate the

 need for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The

 larger the value, the greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further explanation of ratings in

 this table)

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

20A: | | | | | |

 Palms---------------|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------------|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

 | | | | | |

21A: | | | | | |

 Palms---------------|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

 | | | | | |

30A: | | | | | |

 Adder---------------|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

 | | | | | |

110D3: | | | | | |

 Timula--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

110E2: | | | | | |

 Timula--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

114B2: | | | | | |

 Mt. Carroll---------|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

 | | | | | |
172 Soil Survey of

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

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 |

 | | | | | |

126B: | | | | | |

 Barremills----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.12

 | | | | | |

132B2: | | | | | |

 Brinkman------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | |

132C2: | | | | | |

 Brinkman------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

133B2: | | | | | |

 Valton--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Restricted |0.98 | Restricted |0.98 | Restricted |0.98

 | permeability | | permeability | | permeability |

 | | | | | Slope |0.50

 | | | | | Gravel content |0.06

 | | | | | |

133C2: | | | | | |

 Valton--------------|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 |

 | | | | | Gravel content |0.06

 | | | | | |

133D2: | | | | | |

 Valton--------------|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 |

 | | | | | Gravel content |0.06

 | | | | | |

134C2: | | | | | |

 Lamoille------------|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 |

 | | | | | |
La Crosse County, Wisconsin 173

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

134D2: | | | | | |

 Lamoille------------|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 |

 | | | | | |

163E2: | | | | | |

 Elbaville-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Restricted |0.96 | Restricted |0.96 | Restricted |0.96

 | permeability | | permeability | | permeability |

 | | | | | |

202C2: | | | | | |

 Lambeau-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

202D2: | | | | | |

 Lambeau-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

213D2: | | | | | |

 Hixton--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

213E2: | | | | | |

 Hixton--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | 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

 | | | | | |

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 |

 | | | | | |

253C2: | | | | | |

 Greenridge----------|Not limited | |Not limited | |Very limited |

 | | | | | Slope |1.00

 | | | | | |

253D2: | | | | | |

 Greenridge----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |
174 Soil Survey of

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

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

 | | | | | |

296B: | | | | | |

 Ludington-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |0.19 | Slope |0.50

 | saturated zone | | saturated zone | | Depth to bedrock |0.42

 | | | | | Depth to |0.39

 | | | | | saturated zone |

 | | | | | |

312B2: | | | | | |

 Festina-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | |

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 | | | | |

 | | | | | |

326B2: | | | | | |

 Medary--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Restricted |0.96 | Restricted |0.96 | Restricted |0.96

 | permeability | | permeability | | permeability |

 | | | | | Slope |0.12

 | | | | | |

326F: | | | | | |

 Medary--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Restricted |0.96 | Restricted |0.96 | Restricted |0.96

 | permeability | | permeability | | permeability |

 | | | | | |

336A: | | | | | |

 Toddville-----------|Not limited | |Not limited | |Not limited |

 | | | | | |

403A: | | | | | |

 Dakota--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

413A: | | | | | |

 Rasset--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

424B: | | | | | |

 Merit---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.12

 | | | | | |
La Crosse County, Wisconsin 175

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

424D2: | | | | | |

 Merit---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

424F: | | | | | |

 Merit---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

433B: | | | | | |

 Forkhorn------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Gravel content |0.03

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

434B: | | | | | |

 Bilson--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.12

 | | | | | |

434C2: | | | | | |

 Bilson--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

446A: | | | | | |

 Merimod-------------|Not limited | |Not limited | |Not limited |

 | | | | | |

456A: | | | | | |

 Bilmod--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

458A: | | | | | |

 Hoop----------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |0.75 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

483B2: | | | | | |

 Brice---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.34 | Too sandy |0.34 | Slope |0.50

 | | | | | Too sandy |0.34

 | | | | | |

501A: | | | | | |

 Finchford-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.79 | Too sandy |0.79 | Too sandy |0.79

 | | | | | |

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

 | | | | | |

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

 | | | | | |
176 Soil Survey of

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

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----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

551A: | | | | | |

 Impact--------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | |

556A: | | | | | |

 Mindoro-------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | |

561B: | | | | | |

 Tarr----------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | Slope |0.50

 | | | | | |

561C: | | | | | |

 Tarr----------------|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

 | | | | | |

561F: | | | | | |

 Tarr----------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

562B: | | | | | |

 Gosil---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.57 | Too sandy |0.57 | Too sandy |0.57

 | | | | | Slope |0.12

 | | | | | |

562C: | | | | | |

 Gosil---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.57 | Too sandy |0.57 | Slope |1.00

 | Slope |0.04 | Slope |0.04 | Too sandy |0.57

 | | | | | |

566A: | | | | | |

 Tint----------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | |

568A: | | | | | |

 Majik---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.98 | Too sandy |0.94 | Depth to |0.98

 | saturated zone | | Depth to |0.75 | saturated zone |

 | Too sandy |0.94 | saturated zone | | Too sandy |0.94

 | | | | | |

569A: | | | | | |

 Newlang-------------|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 | | | Flooding |0.60

 | | | | | |
La Crosse County, Wisconsin 177

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

576B: | | | | | |

 Tintson-------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | Slope |0.12

 | | | | | |

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 |

 | | | | | |

606A: | | | | | |

 Huntsville----------|Very limited | |Not limited | |Not limited |

 | Flooding |1.00 | | | |

 | | | | | |

608A: | | | | | |

 Lawson--------------|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

 | | | | | |

609A: | | | | | |

 Otter---------------|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

 | | | | | |

625A: | | | | | |

 Arenzville----------|Very limited | |Not limited | |Somewhat limited |

 | Flooding |1.00 | | | Flooding |0.60

 | | | | | |

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-------------|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 | Restricted |0.96 | Ponding |1.00

 | Restricted |0.96 | permeability | | Restricted |0.96

 | permeability | | Flooding |0.40 | permeability |

 | | | | | |

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

 | | | | | |
178 Soil Survey of

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

666A: | | | | | |

 Absco---------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Flooding |1.00 | Too sandy |0.66 | Too sandy |0.66

 | Too sandy |0.66 | | | Flooding |0.60

 | | | | | |

676A: | | | | | |

 Kickapoo------------|Very limited | |Not limited | |Somewhat limited |

 | Flooding |1.00 | | | Flooding |0.60

 | | | | | Gravel content |0.22

 | | | | | |

739A: | | | | | |

 Root----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Flooding |1.00 | Flooding |0.40 | Flooding |1.00

 | Gravel content |0.01 | Gravel content |0.01 | Gravel content |1.00

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

743C2: | | | | | |

 Council-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | Gravel content |0.06

 | | | | | |

743D2: | | | | | |

 Council-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Gravel content |0.06

 | | | | | |

743E2: | | | | | |

 Council-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Gravel content |0.06

 | | | | | |

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-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Restricted |0.96 | Restricted |0.96 | Restricted |0.96

 | permeability | | permeability | | permeability |

 | | | | | |

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

 | | | | | |

1155F: | | | | | |

 Brodale-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too stony |1.00 | Too stony |1.00 | Too stony |1.00

 | Gravel content |0.22 | Gravel content |0.22 | Gravel content |1.00

 | Content of large |0.02 | Content of large |0.02 | Content of large |0.99

 | stones | | stones | | stones |

 | | | | | |
La Crosse County, Wisconsin 179

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

1155F: | | | | | |

 Bellechester--------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Too sandy |1.00 | Slope |1.00

 | Too sandy |1.00 | Slope |1.00 | Too sandy |1.00

 | | | | | Gravel content |0.03

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

1233F: | | | | | |

 Boone---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

 Tarr----------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

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---------|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

 | | | | | |

1743F: | | | | | |

 Council-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Elevasil------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

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 |

 | | | | | |

2020: | | | | | |

 Urban land, valley | | | | | |

 trains-------------|Not rated | |Not rated | |Not rated |

 | | | | | |
180 Soil Survey of

Table 16a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

2030: | | | | | |

 Udorthents, cut or | | | | | |

 fill---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Udipsamments, cut or| | | | | |

 fill---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2040: | | | | | |

 Udipsamments, dredge| | | | | |

 material-----------|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 |

 | | | | | | ___________________________________________________________________________________________________
La Crosse County, Wisconsin 181

Table 16b.--Recreational Development

(The information in this table indicates the dominant soil condition but does not eliminate the

 need for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The

 larger the value, the greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further explanation of ratings in

 this table)

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

20A: | | | | | |

 Palms---------------|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------------|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 |

 | | | | | |

21A: | | | | | |

 Palms---------------|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 |

 | | | | | |

30A: | | | | | |

 Adder---------------|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 |

 | | | | | |

110D3: | | | | | |

 Timula--------------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |0.02 | | | |

 | | | | | |

110E2: | | | | | |

 Timula--------------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |1.00 | | | |

 | | | | | |

114B2: | | | | | |

 Mt. Carroll---------|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 | | | |

 | | | | | |
182 Soil Survey of

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

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 |

 | | | | | |

126B: | | | | | |

 Barremills----------|Not limited | |Not limited | |Not limited |

 | | | | | |

132B2: | | | | | |

 Brinkman------------|Not limited | |Not limited | |Not limited |

 | | | | | |

132C2: | | | | | |

 Brinkman------------|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |0.04

 | | | | | |

133B2: | | | | | |

 Valton--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

133C2: | | | | | |

 Valton--------------|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |0.04

 | | | | | |

133D2: | | | | | |

 Valton--------------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |0.02 | | | |

 | | | | | |

134C2: | | | | | |

 Lamoille------------|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |0.04

 | | | | | |

134D2: | | | | | |

 Lamoille------------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |0.02 | | | |

 | | | | | |

163E2: | | | | | |

 Elbaville-----------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |1.00 | | | |

 | | | | | |
La Crosse County, Wisconsin 183

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

202C2: | | | | | |

 Lambeau-------------|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |0.04

 | | | | | |

202D2: | | | | | |

 Lambeau-------------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |0.02 | | | |

 | | | | | |

213D2: | | | | | |

 Hixton--------------|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

 | | | | | |

213E2: | | | | | |

 Hixton--------------|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

 | | | | | |

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

 | | | | | |

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 |

 | | | | | |

253C2: | | | | | |

 Greenridge----------|Not limited | |Not limited | |Not limited |

 | | | | | |

253D2: | | | | | |

 Greenridge----------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |0.02 | | | |

 | | | | | |

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

 | | | | | |
184 Soil Survey of

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

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

 | | | | | |

296B: | | | | | |

 Ludington-----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.46

 | | | | | Depth to bedrock |0.42

 | | | | | Depth to |0.19

 | | | | | saturated zone |

 | | | | | |

312B2: | | | | | |

 Festina-------------|Not limited | |Not limited | |Not limited |

 | | | | | |

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 |

 | | | | | |

326B2: | | | | | |

 Medary--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

326F: | | | | | |

 Medary--------------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |1.00 | Slope |0.22 | |

 | | | | | |

336A: | | | | | |

 Toddville-----------|Not limited | |Not limited | |Not limited |

 | | | | | |

403A: | | | | | |

 Dakota--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

413A: | | | | | |

 Rasset--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

424B: | | | | | |

 Merit---------------|Not limited | |Not limited | |Not limited |

 | | | | | |

424D2: | | | | | |

 Merit---------------|Somewhat limited | |Not limited | |Very limited |

 | Slope |0.02 | | | Slope |1.00

 | | | | | |

424F: | | | | | |

 Merit---------------|Very limited | |Somewhat limited | |Very limited |

 | Slope |1.00 | Slope |0.56 | Slope |1.00

 | | | | | |

433B: | | | | | |

 Forkhorn------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

434B: | | | | | |

 Bilson--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

434C2: | | | | | |

 Bilson--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.04

 | | | | | |
La Crosse County, Wisconsin 185

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

446A: | | | | | |

 Merimod-------------|Not limited | |Not limited | |Not limited |

 | | | | | |

456A: | | | | | |

 Bilmod--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

458A: | | | | | |

 Hoop----------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.44 | Depth to |0.44 | Depth to |0.75

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

483B2: | | | | | |

 Brice---------------|Somewhat limited | |Somewhat limited | |Not limited |

 | Too sandy |0.34 | Too sandy |0.34 | |

 | | | | | |

501A: | | | | | |

 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

 | | | | | |

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----------|Very limited | |Somewhat limited | |Very limited |

 | Slope |1.00 | Slope |0.96 | Slope |1.00

 | | | | | Droughty |0.25

 | | | | | |

551A: | | | | | |

 Impact--------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |0.50

 | | | | | Droughty |0.14

 | | | | | |

556A: | | | | | |

 Mindoro-------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |0.50

 | | | | | Droughty |0.09

 | | | | | |

561B: | | | | | |

 Tarr----------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.78

 | | | | | Too sandy |0.50

 | | | | | |
186 Soil Survey of

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

561C: | | | | | |

 Tarr----------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.78

 | | | | | Too sandy |0.50

 | | | | | Slope |0.37

 | | | | | |

561F: | | | | | |

 Tarr----------------|Very limited | |Somewhat limited | |Very limited |

 | Slope |1.00 | Slope |0.22 | Slope |1.00

 | | | | | Droughty |0.09

 | | | | | |

562B: | | | | | |

 Gosil---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.57 | Too sandy |0.57 | Droughty |0.03

 | | | | | |

562C: | | | | | |

 Gosil---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.57 | Too sandy |0.57 | Slope |0.04

 | | | | | Droughty |0.03

 | | | | | |

566A: | | | | | |

 Tint----------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.66

 | | | | | Too sandy |0.50

 | | | | | |

568A: | | | | | |

 Majik---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.94 | Too sandy |0.94 | Depth to |0.75

 | Depth to |0.44 | Depth to |0.44 | saturated zone |

 | saturated zone | | saturated zone | | Droughty |0.38

 | | | | | |

569A: | | | | | |

 Newlang-------------|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 |

 | | | | | Flooding |0.60

 | | | | | |

576B: | | | | | |

 Tintson-------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.63

 | | | | | Too sandy |0.50

 | | | | | |

601C: | | | | | |

 Beavercreek---------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Flooding |0.60

 | | | | | Content of large |0.20

 | | | | | stones |

 | | | | | Gravel content |0.18

 | | | | | |

606A: | | | | | |

 Huntsville----------|Not limited | |Not limited | |Not limited |

 | | | | | |

608A: | | | | | |

 Lawson--------------|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

 | | | | | |
La Crosse County, Wisconsin 187

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

609A: | | | | | |

 Otter---------------|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 |

 | | | | | |

625A: | | | | | |

 Arenzville----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Flooding |0.60

 | | | | | |

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-------------|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 |

 | | | | | |

656A: | | | | | |

 Scotah--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.87 | Too sandy |0.87 | Flooding |0.60

 | | | | | Droughty |0.38

 | | | | | |

666A: | | | | | |

 Absco---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.66 | Too sandy |0.66 | Droughty |0.85

 | | | | | Flooding |0.60

 | | | | | |

676A: | | | | | |

 Kickapoo------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Flooding |0.60

 | | | | | |

739A: | | | | | |

 Root----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Flooding |0.40 | Flooding |0.40 | saturated zone |

 | | | | | Gravel content |0.01

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

743C2: | | | | | |

 Council-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.04

 | | | | | |

743D2: | | | | | |

 Council-------------|Somewhat limited | |Not limited | |Very limited |

 | Slope |0.02 | | | Slope |1.00

 | | | | | |
188 Soil Survey of

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

743E2: | | | | | |

 Council-------------|Very limited | |Not limited | |Very limited |

 | Slope |1.00 | | | Slope |1.00

 | | | | | |

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-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Water erosion |1.00 | Slope |1.00

 | Water erosion |1.00 | Slope |0.96 | |

 | | | | | |

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

 | | | | | Droughty |0.01

 | | | | | |

1155F: | | | | | |

 Brodale-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too stony |1.00 | Too stony |1.00 | Carbonate content|1.00

 | Content of large |0.02 | Content of large |0.02 | Content of large |0.99

 | stones | | stones | | stones |

 | | | | | Droughty |0.59

 | | | | | Gravel content |0.22

 | | | | | |

 Bellechester--------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.63

 | | | | | Too sandy |0.50

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

1233F: | | | | | |

 Boone---------------|Very limited | |Somewhat limited | |Very limited |

 | Slope |1.00 | Slope |0.56 | Slope |1.00

 | | | | | Droughty |0.61

 | | | | | Depth to bedrock |0.42

 | | | | | |

 Tarr----------------|Very limited | |Somewhat limited | |Very limited |

 | Slope |1.00 | Slope |0.22 | Slope |1.00

 | | | | | Droughty |0.09

 | | | | | |

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

 | | | | | |
La Crosse County, Wisconsin 189

Table 16b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Paths and trails | Off-road | Golf fairways

 and soil name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

1658A: | | | | | |

 Kalmarville---------|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 |

 | | | | | |

1743F: | | | | | |

 Council-------------|Very limited | |Somewhat limited | |Very limited |

 | Slope |1.00 | Slope |0.78 | Slope |1.00

 | | | | | |

 Elevasil------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Water erosion |1.00 | Slope |1.00

 | Water erosion |1.00 | Slope |1.00 | Depth to bedrock |0.42

 | | | | | |

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 |

 | | | | | |

2020: | | | | | |

 Urban land, valley | | | | | |

 trains-------------|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 |

 | | | | | |

2040: | | | | | |

 Udipsamments, dredge| | | | | |

 material-----------|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 |

 | | | | | | ___________________________________________________________________________________________________
190 Soil Survey of

Table 17.--Wildlife Habitat

(See text for definitions of terms used in this table. Absence of an entry indicates that no rating is

 applicable)

____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 soil name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

20A: | | | | | | | | | |

 Palms-------------------|Very |Very |Poor |Poor |Poor |Good |Good |Very |Poor |Good

 | poor | poor | | | | | | poor | |

 | | | | | | | | | |

 Houghton----------------|Very |Very |Poor |Poor |Poor |Good |Good |Very |Poor |Good

 | poor | poor | | | | | | poor | |

 | | | | | | | | | |

21A: | | | | | | | | | |

 Palms-------------------|Very |Very |Poor |Poor |Poor |Good |Good |Very |Poor |Good

 | poor | poor | | | | | | poor | |

 | | | | | | | | | |

30A: | | | | | | | | | |

 Adder-------------------|Very |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

110D3: | | | | | | | | | |

 Timula------------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

110E2: | | | | | | | | | |

 Timula------------------|Very |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

114B2: | | | | | | | | | |

 Mt. Carroll-------------|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

 | | | | | | | | | |

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

 | | | | | | | | | |

126B: | | | | | | | | | |

 Barremills--------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Poor |Poor

 | | | | | | | | | |

132B2: | | | | | | | | | |

 Brinkman----------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |
La Crosse County, Wisconsin 191

Table 17.--Wildlife Habitat--Continued

____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 soil name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

132C2: | | | | | | | | | |

 Brinkman----------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

133B2: | | | | | | | | | |

 Valton------------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

133C2: | | | | | | | | | |

 Valton------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

133D2: | | | | | | | | | |

 Valton------------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

134C2: | | | | | | | | | |

 Lamoille----------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

134D2: | | | | | | | | | |

 Lamoille----------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

163E2: | | | | | | | | | |

 Elbaville---------------|Very |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

202C2: | | | | | | | | | |

 Lambeau-----------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

202D2: | | | | | | | | | |

 Lambeau-----------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

213D2: | | | | | | | | | |

 Hixton------------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

213E2: | | | | | | | | | |

 Hixton------------------|Very |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor | | | | | 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

 | | | | | | | | | |

233C: | | | | | | | | | |

 Boone-------------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |
192 Soil Survey of

Table 17.--Wildlife Habitat--Continued

____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 soil name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

253C2: | | | | | | | | | |

 Greenridge--------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

253D2: | | | | | | | | | |

 Greenridge--------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | 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

 | | | | | | | | | |

254E2: | | | | | | | | | |

 Norden------------------|Very |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

296B: | | | | | | | | | |

 Ludington---------------|Poor |Poor |Good |Fair |Fair |Poor |Poor |Fair |Fair |Poor

 | | | | | | | | | |

312B2: | | | | | | | | | |

 Festina-----------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

318A: | | | | | | | | | |

 Bearpen-----------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

326B2: | | | | | | | | | |

 Medary------------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

326F: | | | | | | | | | |

 Medary------------------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

336A: | | | | | | | | | |

 Toddville---------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

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

 | | | | | | | | | |

424B: | | | | | | | | | |

 Merit-------------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

424D2: | | | | | | | | | |

 Merit-------------------|Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

424F: | | | | | | | | | |

 Merit-------------------|Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |
La Crosse County, Wisconsin 193

Table 17.--Wildlife Habitat--Continued

____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 soil name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

433B: | | | | | | | | | |

 Forkhorn----------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

434B: | | | | | | | | | |

 Bilson------------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

434C2: | | | | | | | | | |

 Bilson------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

446A: | | | | | | | | | |

 Merimod-----------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

456A: | | | | | | | | | |

 Bilmod------------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

458A: | | | | | | | | | |

 Hoop--------------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

483B2: | | | | | | | | | |

 Brice-------------------|Poor |Fair |Good |Good |Good |Poor |Poor |Fair |Good |Poor

 | | | | | | | | | |

501A: | | | | | | | | | |

 Finchford---------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

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

 | | | | | | | | | |

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

 | | | | | | | | | |

551A: | | | | | | | | | |

 Impact------------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

556A: | | | | | | | | | |

 Mindoro-----------------|Poor |Poor |Fair |Poor |Fair |Poor |Poor |Poor |Fair |Poor

 | | | | | | | | | |

561B: | | | | | | | | | |

 Tarr--------------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |
194 Soil Survey of

Table 17.--Wildlife Habitat--Continued

____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 soil name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

561C: | | | | | | | | | |

 Tarr--------------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

561F: | | | | | | | | | |

 Tarr--------------------|Very |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

562B: | | | | | | | | | |

 Gosil-------------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

562C: | | | | | | | | | |

 Gosil-------------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

566A: | | | | | | | | | |

 Tint--------------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

568A: | | | | | | | | | |

 Majik-------------------|Poor |Fair |Good |Fair |Fair |Fair |Fair |Fair |Fair |Fair

 | | | | | | | | | |

569A: | | | | | | | | | |

 Newlang-----------------|Very |Fair |Fair |Fair |Fair |Good |Good |Poor |Fair |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

576B: | | | | | | | | | |

 Tintson-----------------|Poor |Poor |Good |Fair |Fair |Poor |Poor |Fair |Fair |Poor

 | | | | | | | | | |

601C: | | | | | | | | | |

 Beavercreek-------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

606A: | | | | | | | | | |

 Huntsville--------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

608A: | | | | | | | | | |

 Lawson------------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

609A: | | | | | | | | | |

 Otter-------------------|Poor |Fair |Fair |Fair |Fair |Good |Good |Fair |Fair |Good

 | | | | | | | | | |

625A: | | | | | | | | | |

 Arenzville--------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

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-----------------|Poor |Fair |Fair |Fair |Fair |Good |Good |Fair |Fair |Good

 | | | | | | | | | |

656A: | | | | | | | | | |

 Scotah------------------|Poor |Fair |Good |Fair |Fair |Poor |Poor |Fair |Fair |Poor

 | | | | | | | | | |

666A: | | | | | | | | | |

 Absco-------------------|Poor |Fair |Good |Fair |Fair |Poor |Poor |Fair |Fair |Poor

 | | | | | | | | | |
La Crosse County, Wisconsin 195

Table 17.--Wildlife Habitat--Continued

____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 soil name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

676A: | | | | | | | | | |

 Kickapoo----------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

739A: | | | | | | | | | |

 Root--------------------|Poor |Fair |Fair |Fair |Fair |Good |Good |Fair |Fair |Good

 | | | | | | | | | |

743C2: | | | | | | | | | |

 Council-----------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

743D2: | | | | | | | | | |

 Council-----------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

743E2: | | | | | | | | | |

 Council-----------------|Very |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor | | | | | 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

 | | | | | | | | | |

1155F: | | | | | | | | | |

 Brodale-----------------|Very |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Bellechester------------|Very |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Rock outcrop. | | | | | | | | | |

 | | | | | | | | | |

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

 | | | | | | | | | |

1658A: | | | | | | | | | |

 Algansee----------------|Poor |Fair |Fair |Fair |Fair |Fair |Fair |Fair |Fair |Fair

 | | | | | | | | | |

 Kalmarville-------------|Poor |Fair |Fair |Fair |Fair |Good |Good |Fair |Fair |Good

 | | | | | | | | | |

1743F: | | | | | | | | | |

 Council-----------------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |
196 Soil Survey of

Table 17.--Wildlife Habitat--Continued

____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- __________________________________________________________________________________

 Map symbol | Grain | | Wild | | | | | Open- | Wood- | Wetland

 and | and |Grasses|herba- | Hard- |Conif- |Wetland|Shallow| land | land | wild-

 soil name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

1743F: | | | | | | | | | |

 Elevasil----------------|Very |Poor |Good |Fair |Fair |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Norden------------------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

2002. | | | | | | | | | |

 Udorthents, earthen dams| | | | | | | | | |

 | | | | | | | | | |

2003A. | | | | | | | | | |

 Riverwash | | | | | | | | | |

 | | | | | | | | | |

2013, 2014. | | | | | | | | | |

 Pits | | | | | | | | | |

 | | | | | | | | | |

2020. | | | | | | | | | |

 Urban land, valley | | | | | | | | | |

 trains | | | | | | | | | |

 | | | | | | | | | |

2030: | | | | | | | | | |

 Udorthents, cut or fill | | | | | | | | | |

 | | | | | | | | | |

 Udipsamments, cut or | | | | | | | | | |

 fill | | | | | | | | | |

 | | | | | | | | | |

2040. | | | | | | | | | |

 Udipsamments, dredge | | | | | | | | | |

 material | | | | | | | | | |

 | | | | | | | | | |

2050. | | | | | | | | | |

 Landfill | | | | | | | | | |

 | | | | | | | | | |

M-W. | | | | | | | | | |

 Miscellaneous water | | | | | | | | | |

 | | | | | | | | | |

W. | | | | | | | | | |

 Water | | | | | | | | | |

 | | | | | | | | | | ____________________________________________________________________________________________________________
La Crosse County, Wisconsin 197

Table 18a.--Building Site Development

(The information in this table indicates the dominant soil condition but does not eliminate the

 need for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The

 larger the value, the greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further explanation of ratings in

 this table)

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

20A: | | | | | |

 Palms---------------|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------------|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 |

 | | | | | |

21A: | | | | | |

 Palms---------------|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 |

 | | | | | |

30A: | | | | | |

 Adder---------------|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 |

 | | | | | |

110D3: | | | | | |

 Timula--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

110E2: | | | | | |

 Timula--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

114B2: | | | | | |

 Mt. Carroll---------|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

 | | | | | |
198 Soil Survey of

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

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

 | | | | | |

126B: | | | | | |

 Barremills----------|Not limited | |Somewhat limited | |Not limited |

 | | | Shrink-swell |0.50 | |

 | | | Depth to |0.35 | |

 | | | saturated zone | | |

 | | | | | |

132B2: | | | | | |

 Brinkman------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | Depth to |0.35 | |

 | | | saturated zone | | |

 | | | | | |

132C2: | | | | | |

 Brinkman------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Slope |1.00

 | Slope |0.04 | Depth to |0.35 | Shrink-swell |0.50

 | | | saturated zone | | |

 | | | Slope |0.04 | |

 | | | | | |

133B2: | | | | | |

 Valton--------------|Very limited | |Very limited | |Very limited |

 | Shrink-swell |1.00 | Shrink-swell |1.00 | Shrink-swell |1.00

 | | | | | |

133C2: | | | | | |

 Valton--------------|Very limited | |Very limited | |Very limited |

 | Shrink-swell |1.00 | Shrink-swell |1.00 | Shrink-swell |1.00

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

133D2: | | | | | |

 Valton--------------|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

 | | | | | |
La Crosse County, Wisconsin 199

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

134C2: | | | | | |

 Lamoille------------|Very limited | |Somewhat limited | |Very limited |

 | Shrink-swell |1.00 | Slope |0.04 | Shrink-swell |1.00

 | Slope |0.04 | | | Slope |1.00

 | | | | | |

134D2: | | | | | |

 Lamoille------------|Very limited | |Very limited | |Very limited |

 | Shrink-swell |1.00 | Slope |1.00 | Slope |1.00

 | Slope |1.00 | | | Shrink-swell |1.00

 | | | | | |

163E2: | | | | | |

 Elbaville-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | | | Shrink-swell |0.50

 | | | | | |

202C2: | | | | | |

 Lambeau-------------|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

 | | | | | |

202D2: | | | | | |

 Lambeau-------------|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

 | | | | | |

213D2: | | | | | |

 Hixton--------------|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 | | |

 | | | | | |

213E2: | | | | | |

 Hixton--------------|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 | | |

 | | | | | |

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 | | |

 | | | | | |
200 Soil Survey of

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

233C: | | | | | |

 Boone---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Depth to soft |0.42 | Slope |1.00

 | | | bedrock | | |

 | | | Slope |0.37 | |

 | | | | | |

253C2: | | | | | |

 Greenridge----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Slope |1.00

 | | | | | Shrink-swell |0.50

 | | | | | |

253D2: | | | | | |

 Greenridge----------|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

 | | | | | |

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 | | |

 | | | | | |

296B: | | | | | |

 Ludington-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

312B2: | | | | | |

 Festina-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | |

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

 | | | | | |

326B2: | | | | | |

 Medary--------------|Very limited | |Very limited | |Very limited |

 | Shrink-swell |1.00 | Shrink-swell |1.00 | Shrink-swell |1.00

 | | | Depth to |0.95 | |

 | | | saturated zone | | |

 | | | | | |
La Crosse County, Wisconsin 201

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

326F: | | | | | |

 Medary--------------|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 |0.95 | |

 | | | saturated zone | | |

 | | | | | |

336A: | | | | | |

 Toddville-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Shrink-swell |0.50 | Depth to |0.61 | Shrink-swell |0.50

 | | | saturated zone | | |

 | | | 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 |

 | | | | | |

424B: | | | | | |

 Merit---------------|Somewhat limited | |Not limited | |Somewhat limited |

 | Shrink-swell |0.50 | | | Shrink-swell |0.50

 | | | | | |

424D2: | | | | | |

 Merit---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | | | Shrink-swell |0.50

 | | | | | |

424F: | | | | | |

 Merit---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | | | Shrink-swell |0.50

 | | | | | |

433B: | | | | | |

 Forkhorn------------|Not limited | |Not limited | |Not limited |

 | | | | | |

434B: | | | | | |

 Bilson--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

434C2: | | | | | |

 Bilson--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

446A: | | | | | |

 Merimod-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Shrink-swell |0.50 | Depth to |0.61 | Shrink-swell |0.50

 | | | saturated zone | | |

 | | | | | |

456A: | | | | | |

 Bilmod--------------|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | | | |

458A: | | | | | |

 Hoop----------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |1.00 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |
202 Soil Survey of

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

483B2: | | | | | |

 Brice---------------|Not limited | |Not limited | |Not limited |

 | | | | | |

501A: | | | | | |

 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

 | | | | | |

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

 | | | | | |

551A: | | | | | |

 Impact--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

556A: | | | | | |

 Mindoro-------------|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | | | |

561B: | | | | | |

 Tarr----------------|Not limited | |Not limited | |Not limited |

 | | | | | |

561C: | | | | | |

 Tarr----------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

561F: | | | | | |

 Tarr----------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

562B: | | | | | |

 Gosil---------------|Not limited | |Not limited | |Not limited |

 | | | | | |

562C: | | | | | |

 Gosil---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

566A: | | | | | |

 Tint----------------|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | | | |

568A: | | | | | |

 Majik---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.98 | Depth to |1.00 | Depth to |0.98

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |
La Crosse County, Wisconsin 203

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

569A: | | | | | |

 Newlang-------------|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 |

 | | | | | |

576B: | | | | | |

 Tintson-------------|Not limited | |Somewhat limited | |Not limited |

 | | | Depth to |0.95 | |

 | | | 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 |

 | | | | | |

606A: | | | | | |

 Huntsville----------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Shrink-swell |0.50 | Depth to |0.61 | Shrink-swell |0.50

 | | | saturated zone | | |

 | | | Shrink-swell |0.50 | |

 | | | | | |

608A: | | | | | |

 Lawson--------------|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 | |

 | | | | | |

609A: | | | | | |

 Otter---------------|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 | |

 | | | | | |

625A: | | | | | |

 Arenzville----------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | Depth to |0.61 | |

 | | | 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 | | |

 | | | | | |

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 |

 | | | | | |
204 Soil Survey of

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

629A: | | | | | |

 Ettrick-------------|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

 | | | | | |

656A: | | | | | |

 Scotah--------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | | | |

666A: | | | | | |

 Absco---------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | | | |

676A: | | | | | |

 Kickapoo------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | | | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | | | |

739A: | | | | | |

 Root----------------|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 |

 | Content of large |0.02 | Content of large |0.02 | Content of large |0.02

 | stones | | stones | | stones |

 | | | | | |

743C2: | | | | | |

 Council-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.04 | Slope |0.04 | Slope |1.00

 | | | | | |

743D2: | | | | | |

 Council-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

743E2: | | | | | |

 Council-------------|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

 | | | | | |
La Crosse County, Wisconsin 205

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

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

 | | | | | |

1155F: | | | | | |

 Brodale-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Content of large |0.83 | Content of large |0.83 | Content of large |0.83

 | stones | | stones | | stones |

 | | | | | |

 Bellechester--------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

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

 | | | | | |

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---------|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 |

 | | | | | |

1743F: | | | | | |

 Council-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Elevasil------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Depth to soft |0.42 | |

 | | | bedrock | | |

 | | | | | |

 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 | | |

 | | | | | |

2002: | | | | | |

 Udorthents, earthen | | | | | |

 dams---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2003A: | | | | | |

 Riverwash-----------|Not rated | |Not rated | |Not rated |

 | | | | | |
206 Soil Survey of

Table 18a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

2013: | | | | | |

 Pits, gravel--------|Not rated | |Not rated | |Not rated |

 | | | | | |

2014: | | | | | |

 Pits, quarry, hard | | | | | |

 bedrock------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2020: | | | | | |

 Urban land, valley | | | | | |

 trains-------------|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 |

 | | | | | |

2040: | | | | | |

 Udipsamments, dredge| | | | | |

 material-----------|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 |

 | | | | | | ___________________________________________________________________________________________________
La Crosse County, Wisconsin 207

Table 18b.--Building Site Development

(The information in this table indicates the dominant soil condition but does not eliminate the

 need for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The

 larger the value, the greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further explanation of ratings in

 this table)

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

20A: | | | | | |

 Palms---------------|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 | |

 | | | | | |

 Houghton------------|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 | |

 | | | | | |

21A: | | | | | |

 Palms---------------|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 | Content of |1.00 | organic matter |

 | Flooding |1.00 | organic matter | | Depth to |1.00

 | Frost action |1.00 | Flooding |0.80 | saturated zone |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

30A: | | | | | |

 Adder---------------|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 | |

 | | | | | |

110D3: | | | | | |

 Timula--------------|Very limited | |Very limited | |Very limited |

 | Frost action |1.00 | Slope |1.00 | Slope |1.00

 | Slope |1.00 | Cutbanks cave |0.50 | |

 | | | | | |

110E2: | | | | | |

 Timula--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |1.00 | Cutbanks cave |0.50 | |

 | | | | | |

114B2: | | | | | |

 Mt. Carroll---------|Very limited | |Somewhat limited | |Not limited |

 | Frost action |1.00 | Cutbanks cave |0.50 | |

 | Low strength |1.00 | | | |

 | Shrink-swell |0.50 | | | |

 | | | | | |
208 Soil Survey of

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

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 |

 | | | | | |

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 |

 | | | | | |

126B: | | | | | |

 Barremills----------|Very limited | |Somewhat limited | |Not limited |

 | Frost action |1.00 | Depth to |0.35 | |

 | | | saturated zone | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

132B2: | | | | | |

 Brinkman------------|Very limited | |Somewhat limited | |Not limited |

 | Frost action |1.00 | Depth to |0.35 | |

 | Shrink-swell |0.50 | saturated zone | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

132C2: | | | | | |

 Brinkman------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Frost action |1.00 | Depth to |0.35 | Slope |0.04

 | Shrink-swell |0.50 | saturated zone | | |

 | Slope |0.04 | Cutbanks cave |0.10 | |

 | | | Slope |0.04 | |

 | | | | | |
La Crosse County, Wisconsin 209

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

133B2: | | | | | |

 Valton--------------|Very limited | |Somewhat limited | |Not limited |

 | Frost action |1.00 | Too clayey |0.88 | |

 | Shrink-swell |1.00 | Cutbanks cave |0.10 | |

 | | | | | |

133C2: | | | | | |

 Valton--------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Frost action |1.00 | Too clayey |0.88 | Slope |0.04

 | Shrink-swell |1.00 | Cutbanks cave |0.10 | |

 | Slope |0.04 | Slope |0.04 | |

 | | | | | |

133D2: | | | | | |

 Valton--------------|Very limited | |Very limited | |Very limited |

 | Frost action |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |1.00 | Too clayey |0.88 | |

 | Slope |1.00 | Cutbanks cave |0.10 | |

 | | | | | |

134C2: | | | | | |

 Lamoille------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Shrink-swell |1.00 | Too clayey |0.88 | Slope |0.04

 | Frost action |0.50 | Cutbanks cave |0.10 | |

 | Slope |0.04 | Slope |0.04 | |

 | | | | | |

134D2: | | | | | |

 Lamoille------------|Very limited | |Very limited | |Very limited |

 | Shrink-swell |1.00 | Slope |1.00 | Slope |1.00

 | Slope |1.00 | Too clayey |0.88 | |

 | Frost action |0.50 | Cutbanks cave |0.10 | |

 | | | | | |

163E2: | | | | | |

 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 | |

 | | | | | |

202C2: | | | | | |

 Lambeau-------------|Very limited | |Very limited | |Somewhat limited |

 | Frost action |1.00 | Cutbanks cave |1.00 | Slope |0.04

 | Shrink-swell |0.50 | Slope |0.04 | |

 | Slope |0.04 | | | |

 | | | | | |

202D2: | | | | | |

 Lambeau-------------|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 | | | |

 | | | | | |

213D2: | | | | | |

 Hixton--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | Low strength |0.78 | Slope |1.00 | Depth to bedrock |0.42

 | Shrink-swell |0.50 | Depth to soft |0.42 | |

 | Frost action |0.50 | bedrock | | |

 | | | | | |

213E2: | | | | | |

 Hixton--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | 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 | | |

 | | | | | |
210 Soil Survey of

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

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 | | |

 | | | | | |

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 |

 | | | | | |

253C2: | | | | | |

 Greenridge----------|Very limited | |Somewhat limited | |Not limited |

 | Frost action |1.00 | Cutbanks cave |0.10 | |

 | Shrink-swell |0.50 | | | |

 | | | | | |

253D2: | | | | | |

 Greenridge----------|Very limited | |Very limited | |Very limited |

 | Frost action |1.00 | Slope |1.00 | Slope |1.00

 | Slope |1.00 | Cutbanks cave |0.10 | |

 | Shrink-swell |0.50 | | | |

 | | | | | |

254C2: | | | | | |

 Norden--------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Low strength |1.00 | Depth to soft |0.42 | Depth to bedrock |0.42

 | Shrink-swell |0.50 | bedrock | | |

 | Frost action |0.50 | Cutbanks cave |0.10 | Slope |0.04

 | 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

 | Shrink-swell |0.50 | bedrock | | |

 | Frost action |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

 | Shrink-swell |0.50 | bedrock | | |

 | Frost action |0.50 | Cutbanks cave |0.10 | |

 | | | | | |
La Crosse County, Wisconsin 211

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

296B: | | | | | |

 Ludington-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.19 | Depth to |1.00 | Droughty |0.46

 | saturated zone | | saturated zone | | Depth to bedrock |0.42

 | | | Cutbanks cave |1.00 | Depth to |0.19

 | | | Depth to soft |0.42 | saturated zone |

 | | | bedrock | | |

 | | | | | |

312B2: | | | | | |

 Festina-------------|Very limited | |Somewhat limited | |Not limited |

 | Frost action |1.00 | Cutbanks cave |0.10 | |

 | Shrink-swell |0.50 | | | |

 | | | | | |

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 | | | |

 | | | | | |

326B2: | | | | | |

 Medary--------------|Very limited | |Somewhat limited | |Not limited |

 | Low strength |1.00 | Depth to |0.95 | |

 | Shrink-swell |1.00 | saturated zone | | |

 | Frost action |0.50 | Too clayey |0.50 | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

326F: | | | | | |

 Medary--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |1.00 | Depth to |0.95 | |

 | Frost action |0.50 | saturated zone | | |

 | | | Too clayey |0.50 | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

336A: | | | | | |

 Toddville-----------|Very limited | |Very limited | |Not limited |

 | Frost action |1.00 | Cutbanks cave |1.00 | |

 | Shrink-swell |0.50 | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | | | |

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 |

 | | | | | |

424B: | | | | | |

 Merit---------------|Somewhat limited | |Very limited | |Not limited |

 | Shrink-swell |0.50 | Cutbanks cave |1.00 | |

 | Frost action |0.50 | | | |

 | | | | | |
212 Soil Survey of

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

424D2: | | | | | |

 Merit---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00 | Slope |1.00

 | Shrink-swell |0.50 | Slope |1.00 | |

 | Frost action |0.50 | | | |

 | | | | | |

424F: | | | | | |

 Merit---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | Cutbanks cave |1.00 | |

 | Frost action |0.50 | | | |

 | | | | | |

433B: | | | | | |

 Forkhorn------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Content of large |0.01

 | | | | | stones |

 | | | | | |

434B: | | | | | |

 Bilson--------------|Somewhat limited | |Very limited | |Not limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | | | |

434C2: | | | | | |

 Bilson--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Slope |0.04

 | Slope |0.04 | Slope |0.04 | |

 | | | | | |

446A: | | | | | |

 Merimod-------------|Somewhat limited | |Very limited | |Not limited |

 | Shrink-swell |0.50 | Cutbanks cave |1.00 | |

 | Frost action |0.50 | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | | | |

456A: | | | | | |

 Bilmod--------------|Somewhat limited | |Very limited | |Not limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | Depth to |0.61 | |

 | | | saturated zone | | |

 | | | | | |

458A: | | | | | |

 Hoop----------------|Very limited | |Very limited | |Somewhat limited |

 | Frost action |1.00 | Depth to |1.00 | Depth to |0.75

 | Depth to |0.75 | saturated zone | | saturated zone |

 | saturated zone | | Cutbanks cave |1.00 | |

 | | | | | |

483B2: | | | | | |

 Brice---------------|Somewhat limited | |Very limited | |Not limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | | | |

501A: | | | | | |

 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

 | | | | | |
La Crosse County, Wisconsin 213

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

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

 | | | | | |

551A: | | | | | |

 Impact--------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Too sandy |0.50

 | | | | | Droughty |0.14

 | | | | | |

556A: | | | | | |

 Mindoro-------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Too sandy |0.50

 | | | Depth to |0.61 | Droughty |0.09

 | | | saturated zone | | |

 | | | | | |

561B: | | | | | |

 Tarr----------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.78

 | | | | | Too sandy |0.50

 | | | | | |

561C: | | | | | |

 Tarr----------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Droughty |0.78

 | | | Slope |0.37 | Too sandy |0.50

 | | | | | Slope |0.37

 | | | | | |

561F: | | | | | |

 Tarr----------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |1.00

 | | | | | |

562B: | | | | | |

 Gosil---------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.03

 | | | | | |

562C: | | | | | |

 Gosil---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.04 | Cutbanks cave |1.00 | Slope |0.04

 | | | Slope |0.04 | Droughty |0.03

 | | | | | |

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 | | |

 | | | | | |
214 Soil Survey of

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

568A: | | | | | |

 Majik---------------|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 | Droughty |0.38

 | | | | | |

569A: | | | | | |

 Newlang-------------|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 | Cutbanks cave |1.00 | Flooding |0.60

 | Frost action |0.50 | Flooding |0.60 | |

 | | | | | |

576B: | | | | | |

 Tintson-------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.63

 | | | Depth to |0.95 | Too sandy |0.50

 | | | saturated zone | | |

 | | | | | |

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

 | | | | | |

606A: | | | | | |

 Huntsville----------|Very limited | |Somewhat limited | |Not limited |

 | Frost action |1.00 | Depth to |0.61 | |

 | Shrink-swell |0.50 | saturated zone | | |

 | Flooding |0.40 | Cutbanks cave |0.10 | |

 | | | | | |

608A: | | | | | |

 Lawson--------------|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 | Flooding |0.60 | Flooding |0.60

 | saturated zone | | Cutbanks cave |0.10 | |

 | | | | | |

609A: | | | | | |

 Otter---------------|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 | Flooding |0.80 | saturated zone |

 | Flooding |1.00 | Cutbanks cave |0.10 | |

 | | | | | |

625A: | | | | | |

 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 | |

 | | | | | |
La Crosse County, Wisconsin 215

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

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-------------|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 | | | |

 | | | | | |

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 | |

 | | | | | |

666A: | | | | | |

 Absco---------------|Very limited | |Very limited | |Somewhat limited |

 | Flooding |1.00 | Cutbanks cave |1.00 | Droughty |0.85

 | | | Depth to |0.61 | Flooding |0.60

 | | | saturated zone | | |

 | | | Flooding |0.60 | |

 | | | | | |

676A: | | | | | |

 Kickapoo------------|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 | |

 | | | | | |

739A: | | | | | |

 Root----------------|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 | Flooding |0.80 | saturated zone |

 | Flooding |1.00 | Cutbanks cave |0.10 | Gravel content |0.01

 | Content of large |0.02 | Content of large |0.02 | Content of large |0.01

 | stones | | stones | | stones |

 | | | | | |

743C2: | | | | | |

 Council-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |0.10 | Slope |0.04

 | Slope |0.04 | Slope |0.04 | |

 | | | | | |
216 Soil Survey of

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

743D2: | | | | | |

 Council-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |0.10 | |

 | | | | | |

743E2: | | | | | |

 Council-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |0.10 | |

 | | | | | |

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

 | | | | | |

1155F: | | | | | |

 Brodale-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Content of large |0.83 | Content of large |0.83 | Carbonate content|1.00

 | stones | | stones | | Content of large |0.99

 | Frost action |0.50 | Cutbanks cave |0.10 | stones |

 | | | | | Droughty |0.59

 | | | | | Gravel content |0.22

 | | | | | |

 Bellechester--------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |0.63

 | | | | | Too sandy |0.50

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

1233F: | | | | | |

 Boone---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |0.61

 | | | Depth to soft |0.42 | Depth to bedrock |0.42

 | | | bedrock | | |

 | | | | | |
La Crosse County, Wisconsin 217

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

1233F: | | | | | |

 Tarr----------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |0.09

 | | | | | |

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---------|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 | |

 | | | | | |

1743F: | | | | | |

 Council-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |0.10 | |

 | | | | | |

 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 | | |

 | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | Depth to soft |0.42 | Depth to bedrock |0.42

 | Frost action |0.50 | bedrock | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

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 |

 | | | | | |

2020: | | | | | |

 Urban land, valley | | | | | |

 trains-------------|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 |

 | | | | | |
218 Soil Survey of

Table 18b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Local roads and | Shallow excavations | Lawns and landscaping

 and soil name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

2040: | | | | | |

 Udipsamments, dredge| | | | | |

 material-----------|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 |

 | | | | | | ___________________________________________________________________________________________________
La Crosse County, Wisconsin 219

Table 19a.--Sanitary Facilities

(The information in this table indicates the dominant soil condition but

 does not eliminate the need for onsite investigation. The numbers in

 the value columns range from 0.01 to 1.00. The larger the value, the

 greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further

 explanation of ratings in this table)

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

20A: | | | |

 Palms---------------|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 | Seepage |1.00

 | Restricted |0.72 | Content of |1.00

 | permeability | | organic matter |

 | | | |

 Houghton------------|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

 | Seepage |1.00 | saturated zone |

 | | | Seepage |1.00

 | | | |

21A: | | | |

 Palms---------------|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 |

 | Subsidence |1.00 | Seepage |1.00

 | Restricted |0.72 | Content of |1.00

 | permeability | | organic matter |

 | | | |

30A: | | | |

 Adder---------------|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

 | Filtering |1.00 | saturated zone |

 | capacity | | Content of |1.00

 | Subsidence |1.00 | organic matter |

 | | | |

110D3: | | | |

 Timula--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Restricted |0.46 | Seepage |0.53

 | permeability | | |

 | | | |

110E2: | | | |

 Timula--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Restricted |0.46 | Seepage |0.53

 | permeability | | |

 | | | |
220 Soil Survey of

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

114B2: | | | |

 Mt. Carroll---------|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 | | |

 | | | |

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 | | |

 | | | |

126B: | | | |

 Barremills----------|Somewhat limited | |Somewhat limited |

 | Depth to |0.84 | Seepage |0.53

 | saturated zone | | Slope |0.08

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

132B2: | | | |

 Brinkman------------|Very limited | |Somewhat limited |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | Slope |0.32

 | Depth to |0.84 | |

 | saturated zone | | |

 | | | |
La Crosse County, Wisconsin 221

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

132C2: | | | |

 Brinkman------------|Very limited | |Very limited |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |0.53

 | Depth to |0.84 | |

 | saturated zone | | |

 | Slope |0.04 | |

 | | | |

133B2: | | | |

 Valton--------------|Very limited | |Somewhat limited |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | Slope |0.32

 | | | |

133C2: | | | |

 Valton--------------|Very limited | |Very limited |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |0.53

 | Slope |0.04 | |

 | | | |

133D2: | | | |

 Valton--------------|Very limited | |Very limited |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |0.53

 | Slope |1.00 | |

 | | | |

134C2: | | | |

 Lamoille------------|Very limited | |Very limited |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |1.00

 | Seepage |1.00 | |

 | Slope |0.04 | |

 | | | |

134D2: | | | |

 Lamoille------------|Very limited | |Very limited |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | | | |

163E2: | | | |

 Elbaville-----------|Very limited | |Very limited |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | Depth to bedrock |0.01 | |

 | | | |

202C2: | | | |

 Lambeau-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | Depth to bedrock |0.09 | |

 | Slope |0.04 | |

 | | | |
222 Soil Survey of

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

202D2: | | | |

 Lambeau-------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Seepage |1.00 | |

 | Slope |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | Depth to bedrock |0.09 | |

 | | | |

213D2: | | | |

 Hixton--------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |1.00 | bedrock |

 | | | Slope |1.00

 | | | Seepage |1.00

 | | | |

213E2: | | | |

 Hixton--------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |1.00 | bedrock |

 | | | Slope |1.00

 | | | Seepage |1.00

 | | | |

224B: | | | |

 Elevasil------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Seepage |1.00 | bedrock |

 | | | Seepage |1.00

 | | | Slope |0.32

 | | | |

224C2: | | | |

 Elevasil------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Seepage |1.00 | bedrock |

 | Slope |0.04 | Seepage |1.00

 | | | Slope |1.00

 | | | |

224D2: | | | |

 Elevasil------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Slope |1.00 | bedrock |

 | Seepage |1.00 | Slope |1.00

 | | | Seepage |1.00

 | | | |

233C: | | | |

 Boone---------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Filtering |1.00 | bedrock |

 | capacity | | Seepage |1.00

 | Seepage |1.00 | Slope |1.00

 | Slope |0.37 | |

 | | | |

253C2: | | | |

 Greenridge----------|Very limited | |Very limited |

 | Seepage |1.00 | Slope |1.00

 | Restricted |0.46 | Seepage |1.00

 | permeability | | |

 | Depth to bedrock |0.01 | |

 | | | |
La Crosse County, Wisconsin 223

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

253D2: | | | |

 Greenridge----------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00

 | Restricted |0.46 | |

 | permeability | | |

 | Depth to bedrock |0.01 | |

 | | | |

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

 | | | |

296B: | | | |

 Ludington-----------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Depth to |1.00 | bedrock |

 | saturated zone | | Seepage |1.00

 | Filtering |1.00 | Depth to |0.75

 | capacity | | saturated zone |

 | Seepage |1.00 | Slope |0.32

 | | | |

312B2: | | | |

 Festina-------------|Somewhat limited | |Somewhat limited |

 | Restricted |0.46 | Seepage |0.53

 | permeability | | Slope |0.32

 | | | |

318A: | | | |

 Bearpen-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Restricted |0.46 | Seepage |0.53

 | permeability | | Flooding |0.40

 | Flooding |0.40 | |

 | | | |

326B2: | | | |

 Medary--------------|Very limited | |Somewhat limited |

 | Restricted |1.00 | Seepage |0.28

 | permeability | | Slope |0.08

 | Depth to |1.00 | |

 | saturated zone | | |

 | | | |
224 Soil Survey of

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

326F: | | | |

 Medary--------------|Very limited | |Very limited |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |0.28

 | Depth to |1.00 | |

 | saturated zone | | |

 | Slope |1.00 | |

 | | | |

336A: | | | |

 Toddville-----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | |

 | Seepage |1.00 | |

 | Depth to |0.99 | |

 | saturated zone | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

403A: | | | |

 Dakota--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | |

 | Seepage |1.00 | |

 | Restricted |0.72 | |

 | permeability | | |

 | | | |

413A: | | | |

 Rasset--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

424B: | | | |

 Merit---------------|Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00

 | Restricted |0.46 | Slope |0.08

 | permeability | | |

 | | | |

424D2: | | | |

 Merit---------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

424F: | | | |

 Merit---------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

433B: | | | |

 Forkhorn------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | Seepage |1.00 | |

 | | | |
La Crosse County, Wisconsin 225

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

434B: | | | |

 Bilson--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.08

 | Seepage |1.00 | |

 | | | |

434C2: | | | |

 Bilson--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.04 | |

 | | | |

446A: | | | |

 Merimod-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | |

 | Seepage |1.00 | |

 | Depth to |0.99 | |

 | saturated zone | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

456A: | | | |

 Bilmod--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | |

 | Seepage |1.00 | |

 | Depth to |0.99 | |

 | saturated zone | | |

 | | | |

458A: | | | |

 Hoop----------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

483B2: | | | |

 Brice---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | Seepage |1.00 | |

 | | | |

501A: | | | |

 Finchford-----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

502B2: | | | |

 Chelsea-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | Seepage |1.00 | |

 | | | |
226 Soil Survey of

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

502C2: | | | |

 Chelsea-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.37 | |

 | | | |

511B: | | | |

 Plainfield----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | Seepage |1.00 | |

 | | | |

511C: | | | |

 Plainfield----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.37 | |

 | | | |

511F: | | | |

 Plainfield----------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | | | |

551A: | | | |

 Impact--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

556A: | | | |

 Mindoro-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Depth to |0.71

 | Seepage |1.00 | saturated zone |

 | Depth to |0.99 | |

 | saturated zone | | |

 | | | |

561B: | | | |

 Tarr----------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | Seepage |1.00 | |

 | | | |

561C: | | | |

 Tarr----------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.37 | |

 | | | |

561F: | | | |

 Tarr----------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | | | |
La Crosse County, Wisconsin 227

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

562B: | | | |

 Gosil---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.08

 | Seepage |1.00 | |

 | | | |

562C: | | | |

 Gosil---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.04 | |

 | | | |

566A: | | | |

 Tint----------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Depth to |0.71

 | Seepage |1.00 | saturated zone |

 | Depth to |0.99 | |

 | saturated zone | | |

 | | | |

568A: | | | |

 Majik---------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

569A: | | | |

 Newlang-------------|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

 | Filtering |1.00 | saturated zone |

 | capacity | | Content of |1.00

 | Seepage |1.00 | organic matter |

 | | | |

576B: | | | |

 Tintson-------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Slope |0.08

 | Filtering |1.00 | |

 | capacity | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

601C: | | | |

 Beavercreek---------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Seepage |1.00 | Seepage |1.00

 | Content of large |0.35 | Slope |1.00

 | stones | | Content of large |0.30

 | | | stones |

 | | | |
228 Soil Survey of

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

606A: | | | |

 Huntsville----------|Somewhat limited | |Somewhat limited |

 | Depth to |0.99 | Depth to |0.71

 | saturated zone | | saturated zone |

 | Restricted |0.46 | Seepage |0.53

 | permeability | | Flooding |0.40

 | Flooding |0.40 | |

 | | | |

608A: | | | |

 Lawson--------------|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 | | |

 | | | |

609A: | | | |

 Otter---------------|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 | | |

 | | | |

625A: | | | |

 Arenzville----------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Depth to |0.99 | Depth to |0.71

 | 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 |0.99 | 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-------------|Very limited | |Very limited |

 | Flooding |1.00 | Ponding |1.00

 | Restricted |1.00 | Flooding |1.00

 | permeability | | Depth to |1.00

 | Ponding |1.00 | saturated zone |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | |

 | | | |
La Crosse County, Wisconsin 229

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

656A: | | | |

 Scotah--------------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Seepage |1.00 | Seepage |1.00

 | Depth to |0.99 | Depth to |0.71

 | saturated zone | | saturated zone |

 | | | |

666A: | | | |

 Absco---------------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Depth to |0.71

 | Seepage |1.00 | saturated zone |

 | Depth to |0.99 | |

 | saturated zone | | |

 | | | |

676A: | | | |

 Kickapoo------------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Depth to |0.99 | Seepage |1.00

 | saturated zone | | Depth to |0.71

 | Restricted |0.46 | saturated zone |

 | permeability | | |

 | | | |

739A: | | | |

 Root----------------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | Content of large |0.02 | |

 | stones | | |

 | | | |

743C2: | | | |

 Council-------------|Somewhat limited | |Very limited |

 | Restricted |0.46 | Slope |1.00

 | permeability | | Seepage |0.53

 | Slope |0.04 | |

 | | | |

743D2: | | | |

 Council-------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Restricted |0.46 | Seepage |0.53

 | permeability | | |

 | | | |

743E2: | | | |

 Council-------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Restricted |0.46 | Seepage |0.53

 | permeability | | |

 | | | |

1125F: | | | |

 Dorerton------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Restricted |0.72 | Seepage |1.00

 | permeability | | Depth to hard |0.01

 | Depth to bedrock |0.38 | bedrock |

 | Content of large |0.03 | |

 | stones | | |

 | | | |
230 Soil Survey of

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

1125F: | | | |

 Elbaville-----------|Very limited | |Very limited |

 | Restricted |1.00 | Slope |1.00

 | permeability | | Seepage |1.00

 | Filtering |1.00 | |

 | capacity | | |

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | Depth to bedrock |0.01 | |

 | | | |

1145F: | | | |

 Gaphill-------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | Depth to bedrock |0.25 | |

 | | | |

 Rockbluff-----------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | Depth to bedrock |0.25 | |

 | | | |

1155F: | | | |

 Brodale-------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00

 | Content of large |0.83 | Content of large |1.00

 | stones | | stones |

 | Depth to bedrock |0.25 | |

 | | | |

 Bellechester--------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | Depth to soft |0.08

 | Seepage |1.00 | bedrock |

 | Depth to bedrock |0.52 | |

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

1233F: | | | |

 Boone---------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Filtering |1.00 | bedrock |

 | capacity | | Slope |1.00

 | Slope |1.00 | Seepage |1.00

 | Seepage |1.00 | |

 | | | |

 Tarr----------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | | | |
La Crosse County, Wisconsin 231

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

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

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

 Kalmarville---------|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

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

1743F: | | | |

 Council-------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |0.53

 | Slope |1.00 | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

 Elevasil------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Filtering |1.00 | bedrock |

 | capacity | | Slope |1.00

 | Slope |1.00 | Seepage |1.00

 | Seepage |1.00 | |

 | | | |

 Norden--------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to soft |1.00

 | Filtering |1.00 | bedrock |

 | capacity | | Slope |1.00

 | Slope |1.00 | Seepage |1.00

 | | | |

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 |

 | | | |

2020: | | | |

 Urban land, valley | | | |

 trains-------------|Not rated | |Not rated |

 | | | |
232 Soil Survey of

Table 19a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

2030: | | | |

 Udorthents, cut or | | | |

 fill---------------|Not rated | |Not rated |

 | | | |

 Udipsamments, cut or| | | |

 fill---------------|Not rated | |Not rated |

 | | | |

2040: | | | |

 Udipsamments, dredge| | | |

 material-----------|Not rated | |Not rated |

 | | | |

2050: | | | |

 Landfill------------|Not rated | |Not rated |

 | | | |

M-W: | | | |

 Miscellaneous water |Not rated | |Not rated |

 | | | |

W: | | | |

 Water---------------|Not rated | |Not rated |

 | | | | _________________________________________________________________________
La Crosse County, Wisconsin 233

Table 19b.--Sanitary Facilities

(The information in this table indicates the dominant soil condition but does not eliminate the

 need for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The

 larger the value, the greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further explanation of ratings in

 this table)

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

20A: | | | | | |

 Palms---------------|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 |0.16

 | | | | | |

 Houghton------------|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

 | | | | | |

21A: | | | | | |

 Palms---------------|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 | | Content of |1.00

 | Content of |1.00 | Seepage |1.00 | organic matter |

 | organic matter | | | | Seepage |0.16

 | | | | | |

30A: | | | | | |

 Adder---------------|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 | | Too sandy |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |1.00 | | | |

 | | | | | |

110D3: | | | | | |

 Timula--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

110E2: | | | | | |

 Timula--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

114B2: | | | | | |

 Mt. Carroll---------|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

 | | | | | |
234 Soil Survey of

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

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

 | | | | | |

126B: | | | | | |

 Barremills----------|Not limited | |Not limited | |Not limited |

 | | | | | |

132B2: | | | | | |

 Brinkman------------|Not limited | |Not limited | |Not limited |

 | | | | | |

132C2: | | | | | |

 Brinkman------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | |

133B2: | | | | | |

 Valton--------------|Very limited | |Not limited | |Very limited |

 | Too clayey |1.00 | | | Too clayey |1.00

 | | | | | |

133C2: | | | | | |

 Valton--------------|Very limited | |Somewhat limited | |Very limited |

 | Too clayey |1.00 | Slope |0.04 | Too clayey |1.00

 | Slope |0.04 | | | Slope |0.04

 | | | | | |

133D2: | | | | | |

 Valton--------------|Very limited | |Very limited | |Very limited |

 | Too clayey |1.00 | Slope |1.00 | Too clayey |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | |

134C2: | | | | | |

 Lamoille------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Seepage |1.00 | Content of large |0.36

 | Content of large |0.36 | Slope |0.04 | stones |

 | stones | | | | Seepage |0.22

 | Slope |0.04 | | | Slope |0.04

 | | | | | |

134D2: | | | | | |

 Lamoille------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Content of large |0.36

 | Content of large |0.36 | | | stones |

 | stones | | | | Seepage |0.22

 | | | | | |

163E2: | | | | | |

 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 | | | | |

 | | | | | |
La Crosse County, Wisconsin 235

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

202C2: | | | | | |

 Lambeau-------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Depth to bedrock |1.00 | Slope |0.04 | Slope |0.04

 | Seepage |1.00 | | | |

 | Slope |0.04 | | | |

 | | | | | |

202D2: | | | | | |

 Lambeau-------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | | | |

 | Slope |1.00 | | | |

 | | | | | |

213D2: | | | | | |

 Hixton--------------|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

 | | | | | |

213E2: | | | | | |

 Hixton--------------|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

 | | | | | |

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

 | | | | | |

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

 | | | | | |

253C2: | | | | | |

 Greenridge----------|Very limited | |Not limited | |Not limited |

 | Depth to bedrock |1.00 | | | |

 | Seepage |1.00 | | | |

 | | | | | |

253D2: | | | | | |

 Greenridge----------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Slope |1.00 | Slope |1.00

 | Slope |1.00 | | | |

 | Seepage |1.00 | | | |

 | | | | | |
236 Soil Survey of

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

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

 | | | | | |

296B: | | | | | |

 Ludington-----------|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 | Depth to |0.75 | Seepage |1.00

 | Depth to |0.99 | saturated zone | | Depth to |0.86

 | saturated zone | | | | saturated zone |

 | | | | | |

312B2: | | | | | |

 Festina-------------|Not limited | |Not limited | |Not limited |

 | | | | | |

318A: | | | | | |

 Bearpen-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone | | saturated zone |

 | Flooding |0.40 | Flooding |0.40 | |

 | | | | | |

326B2: | | | | | |

 Medary--------------|Very limited | |Not limited | |Very limited |

 | Too clayey |1.00 | | | Too clayey |1.00

 | Depth to |0.47 | | | Hard to compact |1.00

 | saturated zone | | | | Depth to |0.11

 | | | | | saturated zone |

 | | | | | |

326F: | | | | | |

 Medary--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too clayey |1.00 | | | Too clayey |1.00

 | Depth to |0.47 | | | Hard to compact |1.00

 | saturated zone | | | | Depth to |0.11

 | | | | | saturated zone |

 | | | | | |

336A: | | | | | |

 Toddville-----------|Very limited | |Not limited | |Not limited |

 | Seepage |1.00 | | | |

 | | | | | |

403A: | | | | | |

 Dakota--------------|Very limited | |Very limited | |Not limited |

 | Seepage |1.00 | Seepage |1.00 | |

 | | | | | |
La Crosse County, Wisconsin 237

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

413A: | | | | | |

 Rasset--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |0.50 | | | Too sandy |0.50

 | | | | | |

424B: | | | | | |

 Merit---------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Seepage |1.00 | Seepage |0.22

 | | | | | |

424D2: | | | | | |

 Merit---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |0.22

 | | | | | |

424F: | | | | | |

 Merit---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |0.22

 | | | | | |

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 |0.04

 | | | | | |

434B: | | | | | |

 Bilson--------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Seepage |1.00 | Seepage |0.22

 | | | | | |

434C2: | | | | | |

 Bilson--------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Seepage |1.00 | Seepage |0.22

 | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | |

446A: | | | | | |

 Merimod-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |0.50 | | | Too sandy |0.50

 | | | | | |

456A: | | | | | |

 Bilmod--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |0.50 | | | Too sandy |0.50

 | | | | | |

458A: | | | | | |

 Hoop----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.99

 | Too sandy |1.00 | | | saturated zone |

 | | | | | |

483B2: | | | | | |

 Brice---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |
238 Soil Survey of

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

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 |0.04

 | | | | | |

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

 | | | | | |

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

 | | | | | Gravel content |0.01

 | | | | | |

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

 | | | | | Gravel content |0.01

 | | | | | |

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

 | | | | | Gravel content |0.01

 | | | | | |

551A: | | | | | |

 Impact--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

556A: | | | | | |

 Mindoro-------------|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 | | | |

 | | | | | |

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

 | | | | | |

561C: | | | | | |

 Tarr----------------|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

 | | | | | |
La Crosse County, Wisconsin 239

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

561F: | | | | | |

 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

 | | | | | |

562B: | | | | | |

 Gosil---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |0.50 | | | Too sandy |0.50

 | | | | | |

562C: | | | | | |

 Gosil---------------|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

 | | | | | |

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 | | | |

 | | | | | |

568A: | | | | | |

 Majik---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.99

 | Too sandy |1.00 | | | saturated zone |

 | | | | | |

569A: | | | | | |

 Newlang-------------|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 | | Too sandy |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |1.00 | | | |

 | | | | | |

576B: | | | | | |

 Tintson-------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Seepage |1.00 | Too sandy |1.00

 | Depth to |0.47 | | | Seepage |1.00

 | saturated zone | | | | Depth to |0.11

 | | | | | saturated zone |

 | | | | | |

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 | | | | |

 | | | | | |

606A: | | | | | |

 Huntsville----------|Very limited | |Very limited | |Not limited |

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | Flooding |0.40 | Flooding |0.40 | |

 | | | | | |
240 Soil Survey of

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

608A: | | | | | |

 Lawson--------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Depth to |0.99

 | Depth to |1.00 | Depth to |1.00 | saturated zone |

 | saturated zone | | saturated zone | | Too clayey |0.50

 | Too clayey |0.50 | | | |

 | | | | | |

609A: | | | | | |

 Otter---------------|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 | | Too clayey |0.50

 | Too clayey |0.50 | | | |

 | | | | | |

625A: | | | | | |

 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 | | |

 | | | | | |

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 |0.99

 | Depth to |1.00 | Depth to |1.00 | saturated zone |

 | saturated zone | | saturated zone | | |

 | | | | | |

629A: | | | | | |

 Ettrick-------------|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 | | |

 | | | | | |

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 | | | |

 | | | | | |

666A: | | | | | |

 Absco---------------|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 | | |

 | Seepage |1.00 | Seepage |1.00 | |

 | Too sandy |1.00 | | | |

 | | | | | |
La Crosse County, Wisconsin 241

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

676A: | | | | | |

 Kickapoo------------|Very limited | |Very limited | |Somewhat limited |

 | Flooding |1.00 | Flooding |1.00 | Seepage |0.22

 | Depth to |1.00 | Depth to |1.00 | |

 | saturated zone | | saturated zone | | |

 | | | Seepage |1.00 | |

 | | | | | |

739A: | | | | | |

 Root----------------|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 | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Content of large |0.41

 | Content of large |0.41 | | | stones |

 | stones | | | | Gravel content |0.01

 | | | | | |

743C2: | | | | | |

 Council-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Slope |0.04 | Slope |0.04 | Slope |0.04

 | | | | | |

743D2: | | | | | |

 Council-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

743E2: | | | | | |

 Council-------------|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

 | Depth to bedrock |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |0.50 | 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

 | | | | | |

 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 | | | |

 | | | | | |
242 Soil Survey of

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

1155F: | | | | | |

 Brodale-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to bedrock |1.00 | Seepage |1.00 | Carbonate content|1.00

 | Seepage |1.00 | | | Content of large |0.38

 | Content of large |0.38 | | | stones |

 | stones | | | | Seepage |0.22

 | | | | | |

 Bellechester--------|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 | Depth to bedrock |0.08 | Seepage |1.00

 | Too sandy |1.00 | | | Depth to bedrock |0.08

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

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

 | | | | | |

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 |0.99

 | Seepage |1.00 | Seepage |1.00 | saturated zone |

 | Too sandy |1.00 | | | |

 | | | | | |

 Kalmarville---------|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 | |

 | | | | | |

1743F: | | | | | |

 Council-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |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

 | | | | | |

 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

 | | | | | |
La Crosse County, Wisconsin 243

Table 19b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

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 |

 | | | | | |

2020: | | | | | |

 Urban land, valley | | | | | |

 trains-------------|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 |

 | | | | | |

2040: | | | | | |

 Udipsamments, dredge| | | | | |

 material-----------|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 |

 | | | | | | ___________________________________________________________________________________________________
244 Soil Survey of

Table 20a.--Construction Materials

(The information in this table indicates the dominant soil condition but

 does not eliminate the need for onsite investigation. The ratings

 given for the thickest layer are for the thickest layer above and

 excluding the bottom layer. The numbers in the value columns range

 from 0.00 to 0.99. The greater the value, the greater the likelihood

 that the bottom layer or thickest layer of the soil is a source of

 sand or gravel. "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 _________________________________________________________________________

 | | | |

20A: | | | |

 Palms---------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Houghton------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

21A: | | | |

 Palms---------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

30A: | | | |

 Adder---------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.72

 | | | |

110D3: | | | |

 Timula--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

110E2: | | | |

 Timula--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

114B2: | | | |

 Mt. Carroll---------|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

 | | | |
La Crosse County, Wisconsin 245

Table 20a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

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

 | | | |

126B: | | | |

 Barremills----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

132B2: | | | |

 Brinkman------------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.00

 | | | |

132C2: | | | |

 Brinkman------------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.00

 | | | |

133B2: | | | |

 Valton--------------|Fair | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.01 | Thickest layer |0.00

 | | | |

133C2: | | | |

 Valton--------------|Fair | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.01 | Thickest layer |0.00

 | | | |

133D2: | | | |

 Valton--------------|Fair | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.01 | Thickest layer |0.00

 | | | |

134C2: | | | |

 Lamoille------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

134D2: | | | |

 Lamoille------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

163E2: | | | |

 Elbaville-----------|Poor | |Poor |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.00

 | | | |
246 Soil Survey of

Table 20a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

202C2: | | | |

 Lambeau-------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.68

 | | | |

202D2: | | | |

 Lambeau-------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.68

 | | | |

213D2: | | | |

 Hixton--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

213E2: | | | |

 Hixton--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

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

 | | | |

233C: | | | |

 Boone---------------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.04

 | Bottom layer |0.00 | Bottom layer |0.86

 | | | |

253C2: | | | |

 Greenridge----------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.00

 | | | |

253D2: | | | |

 Greenridge----------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom 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

 | | | |

254D2: | | | |

 Norden--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |
La Crosse County, Wisconsin 247

Table 20a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

254E2: | | | |

 Norden--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

296B: | | | |

 Ludington-----------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.09

 | Thickest layer |0.00 | Bottom layer |0.64

 | | | |

312B2: | | | |

 Festina-------------|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

 | | | |

326B2: | | | |

 Medary--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

326F: | | | |

 Medary--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

336A: | | | |

 Toddville-----------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.12

 | | | |

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

 | | | |

424B: | | | |

 Merit---------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.12

 | | | |

424D2: | | | |

 Merit---------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.12

 | | | |

424F: | | | |

 Merit---------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.12

 | | | |
248 Soil Survey of

Table 20a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

433B: | | | |

 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

 | | | |

434C2: | | | |

 Bilson--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.04

 | Thickest layer |0.00 | Bottom layer |0.12

 | | | |

446A: | | | |

 Merimod-------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.12

 | Thickest layer |0.00 | Thickest layer |0.30

 | | | |

456A: | | | |

 Bilmod--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.04

 | Thickest layer |0.00 | Bottom layer |0.12

 | | | |

458A: | | | |

 Hoop----------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.04

 | Thickest layer |0.00 | Bottom layer |0.68

 | | | |

483B2: | | | |

 Brice---------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.11

 | Thickest layer |0.00 | Thickest layer |0.14

 | | | |

501A: | | | |

 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

 | | | |

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

 | | | |
La Crosse County, Wisconsin 249

Table 20a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

511F: | | | |

 Plainfield----------|Fair | |Fair |

 | Thickest layer |0.00 | Bottom layer |0.58

 | Bottom layer |0.16 | Thickest layer |0.72

 | | | |

551A: | | | |

 Impact--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.44

 | Thickest layer |0.00 | Bottom layer |0.91

 | | | |

556A: | | | |

 Mindoro-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.59

 | Thickest layer |0.00 | Bottom layer |0.91

 | | | |

561B: | | | |

 Tarr----------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.59

 | Thickest layer |0.00 | Bottom layer |0.91

 | | | |

561C: | | | |

 Tarr----------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.59

 | Thickest layer |0.00 | Bottom layer |0.91

 | | | |

561F: | | | |

 Tarr----------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.59

 | Thickest layer |0.00 | Bottom layer |0.91

 | | | |

562B: | | | |

 Gosil---------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.10

 | Thickest layer |0.00 | Bottom layer |0.36

 | | | |

562C: | | | |

 Gosil---------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.10

 | Thickest layer |0.00 | Bottom layer |0.36

 | | | |

566A: | | | |

 Tint----------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.51

 | Thickest layer |0.00 | Bottom layer |0.82

 | | | |

568A: | | | |

 Majik---------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.02

 | Thickest layer |0.00 | Bottom layer |0.32

 | | | |

569A: | | | |

 Newlang-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.34

 | Thickest layer |0.00 | Bottom layer |0.72

 | | | |

576B: | | | |

 Tintson-------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.82

 | | | |
250 Soil Survey of

Table 20a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

601C: | | | |

 Beavercreek---------|Poor | |Poor |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.00

 | | | |

606A: | | | |

 Huntsville----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

608A: | | | |

 Lawson--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

609A: | | | |

 Otter---------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

625A: | | | |

 Arenzville----------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom 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

 | | | |

629A: | | | |

 Ettrick-------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest 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

 | | | |

666A: | | | |

 Absco---------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.50

 | Thickest layer |0.00 | Thickest layer |0.64

 | | | |

676A: | | | |

 Kickapoo------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

739A: | | | |

 Root----------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |
La Crosse County, Wisconsin 251

Table 20a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

743C2: | | | |

 Council-------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

743D2: | | | |

 Council-------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

743E2: | | | |

 Council-------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

1125F: | | | |

 Dorerton------------|Poor | |Poor |

 | Thickest layer |0.00 | Bottom layer |0.00

 | Bottom layer |0.00 | Thickest layer |0.00

 | | | |

 Elbaville-----------|Poor | |Poor |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest 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

 | | | |

 Rockbluff-----------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.51

 | Thickest layer |0.00 | Bottom layer |0.86

 | | | |

1155F: | | | |

 Brodale-------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Bellechester--------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.26

 | Thickest layer |0.00 | Bottom layer |0.34

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

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

 | | | |

1658A: | | | |

 Algansee------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.07

 | Bottom layer |0.01 | Bottom layer |0.10

 | | | |

 Kalmarville---------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.17

 | | | |
252 Soil Survey of

Table 20a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

1743F: | | | |

 Council-------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Elevasil------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.04

 | Thickest layer |0.00 | Thickest layer |0.04

 | | | |

 Norden--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

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 |

 | | | |

2020: | | | |

 Urban land, valley | | | |

 trains-------------|Not rated | |Not rated |

 | | | |

2030: | | | |

 Udorthents, cut or | | | |

 fill---------------|Not rated | |Not rated |

 | | | |

 Udipsamments, cut or| | | |

 fill---------------|Not rated | |Not rated |

 | | | |

2040: | | | |

 Udipsamments, dredge| | | |

 material-----------|Not rated | |Not rated |

 | | | |

2050: | | | |

 Landfill------------|Not rated | |Not rated |

 | | | |

M-W: | | | |

 Miscellaneous water |Not rated | |Not rated |

 | | | |

W: | | | |

 Water---------------|Not rated | |Not rated |

 | | | | _________________________________________________________________________
La Crosse County, Wisconsin 253

Table 20b.--Construction Materials

(The information in this table indicates the dominant soil condition but does not eliminate the

 need for onsite investigation. The numbers in the value columns range from 0.00 to 0.99. The

 smaller the value, the greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further explanation of ratings in

 this table)

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

20A: | | | | | |

 Palms---------------|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 |

 | | | | | |

 Houghton------------|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 |

 | | | | | |

21A: | | | | | |

 Palms---------------|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 |

 | | | | | |

30A: | | | | | |

 Adder---------------|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 |0.97 | | | organic matter |

 | | | | | |

110D3: | | | | | |

 Timula--------------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Slope |0.98 | Slope |0.00

 | organic matter | | | | |

 | Water erosion |0.37 | | | |

 | Carbonate content|0.92 | | | |

 | | | | | |

110E2: | | | | | |

 Timula--------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Slope |0.00 | Slope |0.00

 | organic matter | | | | |

 | Water erosion |0.37 | | | |

 | Carbonate content|0.92 | | | |

 | | | | | |

114B2: | | | | | |

 Mt. Carroll---------|Fair | |Poor | |Good |

 | Low content of |0.50 | Low strength |0.00 | |

 | organic matter | | Shrink-swell |0.98 | |

 | Water erosion |0.90 | | | |

 | 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 | | | |

 | | | | | |
254 Soil Survey of

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

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 | | | |

 | | | | | |

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 | | | |

 | | | | | |

126B: | | | | | |

 Barremills----------|Fair | |Fair | |Good |

 | Low content of |0.50 | Shrink-swell |0.99 | |

 | organic matter | | | | |

 | Water erosion |0.90 | | | |

 | Too acid |0.97 | | | |

 | | | | | |

132B2: | | | | | |

 Brinkman------------|Fair | |Fair | |Good |

 | Low content of |0.50 | Shrink-swell |0.87 | |

 | organic matter | | | | |

 | Water erosion |0.90 | | | |

 | Too acid |0.97 | | | |

 | | | | | |

132C2: | | | | | |

 Brinkman------------|Fair | |Fair | |Fair |

 | Low content of |0.50 | Shrink-swell |0.87 | Slope |0.96

 | organic matter | | | | |

 | Water erosion |0.90 | | | |

 | Too acid |0.97 | | | |

 | | | | | |
La Crosse County, Wisconsin 255

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

133B2: | | | | | |

 Valton--------------|Poor | |Fair | |Poor |

 | Too clayey |0.00 | Shrink-swell |0.28 | Too clayey |0.00

 | Low content of |0.12 | | | Rock fragments |0.12

 | organic matter | | | | Hard to reclaim |0.68

 | Too acid |0.68 | | | (rock fragments)|

 | Water erosion |0.90 | | | |

 | | | | | |

133C2: | | | | | |

 Valton--------------|Poor | |Fair | |Poor |

 | Too clayey |0.00 | Shrink-swell |0.28 | Too clayey |0.00

 | Low content of |0.12 | | | Rock fragments |0.12

 | organic matter | | | | Hard to reclaim |0.68

 | Too acid |0.68 | | | (rock fragments)|

 | Water erosion |0.90 | | | Slope |0.96

 | | | | | |

133D2: | | | | | |

 Valton--------------|Poor | |Fair | |Poor |

 | Too clayey |0.00 | Shrink-swell |0.28 | Too clayey |0.00

 | Low content of |0.12 | Slope |0.98 | Slope |0.00

 | organic matter | | | | Rock fragments |0.12

 | Too acid |0.68 | | | Hard to reclaim |0.68

 | Water erosion |0.90 | | | (rock fragments)|

 | | | | | |

134C2: | | | | | |

 Lamoille------------|Poor | |Fair | |Poor |

 | Too clayey |0.00 | Shrink-swell |0.96 | Hard to reclaim |0.00

 | Low content of |0.12 | Cobble content |0.99 | (rock fragments)|

 | organic matter | | | | Too clayey |0.00

 | Too acid |0.74 | | | Rock fragments |0.00

 | Water erosion |0.90 | | | Slope |0.96

 | Stone content |0.95 | | | |

 | Cobble content |0.95 | | | |

 | | | | | |

134D2: | | | | | |

 Lamoille------------|Poor | |Fair | |Poor |

 | Too clayey |0.00 | Shrink-swell |0.96 | Hard to reclaim |0.00

 | Low content of |0.12 | Slope |0.98 | (rock fragments)|

 | organic matter | | Cobble content |0.99 | Too clayey |0.00

 | Too acid |0.74 | | | Slope |0.00

 | Water erosion |0.90 | | | Rock fragments |0.00

 | Stone content |0.95 | | | |

 | Cobble content |0.95 | | | |

 | | | | | |

163E2: | | | | | |

 Elbaville-----------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Slope |0.00 | Slope |0.00

 | organic matter | | | | Hard to reclaim |0.00

 | Too clayey |0.50 | | | (rock fragments)|

 | Water erosion |0.90 | | | Rock fragments |0.00

 | Too acid |0.97 | | | Too clayey |0.29

 | | | | | |

202C2: | | | | | |

 Lambeau-------------|Fair | |Fair | |Fair |

 | Low content of |0.12 | Shrink-swell |0.99 | Slope |0.96

 | organic matter | | | | |

 | Water erosion |0.68 | | | |

 | Too acid |0.84 | | | |

 | | | | | |
256 Soil Survey of

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

202D2: | | | | | |

 Lambeau-------------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Slope |0.98 | Slope |0.00

 | organic matter | | Shrink-swell |0.99 | |

 | Water erosion |0.68 | | | |

 | Too acid |0.84 | | | |

 | | | | | |

213D2: | | | | | |

 Hixton--------------|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

 | Depth to bedrock |0.58 | | | |

 | Too acid |0.68 | | | |

 | Water erosion |0.90 | | | |

 | Droughty |0.98 | | | |

 | | | | | |

213E2: | | | | | |

 Hixton--------------|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

 | 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 | | | |

 | | | | | |

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 | | | |

 | | | | | |
La Crosse County, Wisconsin 257

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

253C2: | | | | | |

 Greenridge----------|Fair | |Fair | |Good |

 | Low content of |0.12 | Shrink-swell |0.95 | |

 | organic matter | | | | |

 | Water erosion |0.68 | | | |

 | Too acid |0.84 | | | |

 | | | | | |

253D2: | | | | | |

 Greenridge----------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Shrink-swell |0.95 | Slope |0.00

 | organic matter | | Slope |0.98 | |

 | Water erosion |0.68 | | | |

 | Too acid |0.84 | | | |

 | | | | | |

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 | | | |

 | | | | | |

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 | | | |

 | | | | | |

296B: | | | | | |

 Ludington-----------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to bedrock |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | Depth to |0.53 | Depth to |0.53

 | Droughty |0.00 | saturated zone | | saturated zone |

 | Low content of |0.12 | | | Depth to bedrock |0.58

 | organic matter | | | | Too acid |0.76

 | Too acid |0.50 | | | Rock fragments |0.97

 | Depth to bedrock |0.58 | | | |

 | | | | | |

312B2: | | | | | |

 Festina-------------|Fair | |Fair | |Good |

 | Low content of |0.12 | Shrink-swell |0.89 | |

 | organic matter | | | | |

 | Too acid |0.74 | | | |

 | Water erosion |0.90 | | | |

 | | | | | |
258 Soil Survey of

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

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 |

 | Too acid |0.97 | saturated zone | | |

 | | | | | |

326B2: | | | | | |

 Medary--------------|Poor | |Poor | |Poor |

 | Too clayey |0.00 | Low strength |0.00 | Too clayey |0.00

 | Low content of |0.12 | Shrink-swell |0.17 | |

 | organic matter | | | | |

 | Too acid |0.84 | | | |

 | Water erosion |0.90 | | | |

 | | | | | |

326F: | | | | | |

 Medary--------------|Poor | |Poor | |Poor |

 | Too clayey |0.00 | Slope |0.00 | Slope |0.00

 | Low content of |0.12 | Shrink-swell |0.17 | Too clayey |0.00

 | organic matter | | | | |

 | Too acid |0.84 | | | |

 | Water erosion |0.99 | | | |

 | | | | | |

336A: | | | | | |

 Toddville-----------|Fair | |Good | |Good |

 | Low content of |0.50 | | | |

 | organic matter | | | | |

 | Too acid |0.97 | | | |

 | Water erosion |0.99 | | | |

 | | | | | |

403A: | | | | | |

 Dakota--------------|Fair | |Good | |Fair |

 | Too acid |0.84 | | | Hard to reclaim |0.32

 | Low content of |0.88 | | | (rock fragments)|

 | organic matter | | | | |

 | | | | | |

413A: | | | | | |

 Rasset--------------|Fair | |Good | |Fair |

 | Too acid |0.84 | | | Hard to reclaim |0.32

 | Low content of |0.88 | | | (rock fragments)|

 | organic matter | | | | |

 | | | | | |

424B: | | | | | |

 Merit---------------|Fair | |Good | |Good |

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | Water erosion |0.90 | | | |

 | | | | | |

424D2: | | | | | |

 Merit---------------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Slope |0.98 | Slope |0.00

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | Water erosion |0.90 | | | |

 | | | | | |
La Crosse County, Wisconsin 259

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

424F: | | | | | |

 Merit---------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Slope |0.00 | Slope |0.00

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | Water erosion |0.90 | | | |

 | | | | | |

433B: | | | | | |

 Forkhorn------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Hard to reclaim |0.32

 | organic matter | | | | (rock fragments)|

 | Too acid |0.84 | | | Rock fragments |0.97

 | Droughty |0.99 | | | |

 | | | | | |

434B: | | | | | |

 Bilson--------------|Fair | |Good | |Good |

 | Low content of |0.50 | | | |

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | | | | | |

434C2: | | | | | |

 Bilson--------------|Fair | |Good | |Fair |

 | Low content of |0.50 | | | Slope |0.96

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | | | | | |

446A: | | | | | |

 Merimod-------------|Fair | |Good | |Good |

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | Water erosion |0.90 | | | |

 | | | | | |

456A: | | | | | |

 Bilmod--------------|Fair | |Good | |Good |

 | Low content of |0.50 | | | |

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | | | | | |

458A: | | | | | |

 Hoop----------------|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 | | | |

 | Droughty |0.96 | | | |

 | | | | | |

483B2: | | | | | |

 Brice---------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | |

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.95 | | | |

 | | | | | |
260 Soil Survey of

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

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 | | | (rock fragments)|

 | 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 | | | |

 | | | | | |

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)|

 | organic matter | | | | Rock fragments |0.97

 | 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 | | | (rock fragments)|

 | organic matter | | | | Slope |0.63

 | Droughty |0.68 | | | Rock fragments |0.97

 | Too acid |0.84 | | | |

 | | | | | |

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)|

 | Too acid |0.50 | | | Rock fragments |0.97

 | Droughty |0.91 | | | |

 | | | | | |

551A: | | | | | |

 Impact--------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | |

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Droughty |0.65 | | | |

 | Too acid |0.68 | | | |

 | | | | | |
La Crosse County, Wisconsin 261

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

556A: | | | | | |

 Mindoro-------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | |

 | Low content of |0.50 | | | |

 | organic matter | | | | |

 | Droughty |0.79 | | | |

 | Too acid |0.84 | | | |

 | | | | | |

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 | | | |

 | | | | | |

561C: | | | | | |

 Tarr----------------|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 | | | | |

 | Droughty |0.24 | | | |

 | Too acid |0.68 | | | |

 | | | | | |

561F: | | | | | |

 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 | | | |

 | | | | | |

562B: | | | | | |

 Gosil---------------|Poor | |Good | |Fair |

 | Wind erosion |0.00 | | | Too sandy |0.02

 | Too sandy |0.02 | | | |

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.84 | | | |

 | Droughty |0.87 | | | |

 | | | | | |

562C: | | | | | |

 Gosil---------------|Poor | |Good | |Fair |

 | Wind erosion |0.00 | | | Too sandy |0.02

 | Too sandy |0.02 | | | Slope |0.96

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.84 | | | |

 | Droughty |0.87 | | | |

 | | | | | |
262 Soil Survey of

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

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 | | | |

 | | | | | |

568A: | | | | | |

 Majik---------------|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 |0.36

 | Too sandy |0.36 | | | Too acid |0.98

 | Droughty |0.43 | | | |

 | Too acid |0.54 | | | |

 | | | | | |

569A: | | | | | |

 Newlang-------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | saturated zone | | Depth to |0.00

 | Low content of |0.12 | | | saturated zone |

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | | | | | |

576B: | | | | | |

 Tintson-------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Too acid |0.98

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.54 | | | |

 | Droughty |0.99 | | | |

 | | | | | |

601C: | | | | | |

 Beavercreek---------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Cobble content |0.00 | Hard to reclaim |0.00

 | organic matter | | | | (rock fragments)|

 | Cobble content |0.41 | | | Rock fragments |0.00

 | Too sandy |0.99 | | | Too sandy |0.99

 | | | | | |

606A: | | | | | |

 Huntsville----------|Fair | |Fair | |Good |

 | Water erosion |0.99 | Shrink-swell |0.96 | |

 | | | | | |

608A: | | | | | |

 Lawson--------------|Fair | |Fair | |Fair |

 | Water erosion |0.99 | Depth to |0.14 | Depth to |0.14

 | | | saturated zone | | saturated zone |

 | | | Shrink-swell |0.99 | |

 | | | | | |

609A: | | | | | |

 Otter---------------|Fair | |Poor | |Poor |

 | Water erosion |0.99 | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | Shrink-swell |0.98 | |

 | | | | | |
La Crosse County, Wisconsin 263

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

625A: | | | | | |

 Arenzville----------|Fair | |Good | |Good |

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Water erosion |0.99 | | | |

 | | | | | |

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-------------|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 | |

 | | | | | |

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 | | | (rock fragments)|

 | organic matter | | | | |

 | Droughty |0.44 | | | |

 | | | | | |

666A: | | | | | |

 Absco---------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | |

 | Droughty |0.08 | | | |

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.88 | | | |

 | | | | | |

676A: | | | | | |

 Kickapoo------------|Fair | |Good | |Fair |

 | Too acid |0.97 | | | Rock fragments |0.12

 | | | | | |

739A: | | | | | |

 Root----------------|Fair | |Poor | |Poor |

 | Low content of |0.50 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Cobble content |0.93 | Cobble content |0.69 | Hard to reclaim |0.00

 | Stone content |0.95 | | | (rock fragments)|

 | | | | | Rock fragments |0.00

 | | | | | |

743C2: | | | | | |

 Council-------------|Fair | |Good | |Fair |

 | Low content of |0.12 | | | Slope |0.96

 | organic matter | | | | Rock fragments |0.97

 | Too acid |0.68 | | | |

 | Water erosion |0.99 | | | |

 | | | | | |
264 Soil Survey of

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

743D2: | | | | | |

 Council-------------|Fair | |Fair | |Poor |

 | Low content of |0.12 | Slope |0.98 | Slope |0.00

 | organic matter | | | | Rock fragments |0.97

 | Too acid |0.68 | | | |

 | Water erosion |0.99 | | | |

 | | | | | |

743E2: | | | | | |

 Council-------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Slope |0.00 | Slope |0.00

 | organic matter | | | | Rock fragments |0.97

 | Too acid |0.68 | | | |

 | Water erosion |0.99 | | | |

 | | | | | |

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 | (rock fragments)|

 | 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)|

 | Too clayey |0.50 | | | Rock fragments |0.00

 | | | | | Too clayey |0.29

 | | | | | |

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 | | | |

 | | | | | |

1155F: | | | | | |

 Brodale-------------|Poor | |Poor | |Poor |

 | Carbonate content|0.00 | Slope |0.00 | Slope |0.00

 | Droughty |0.10 | Cobble content |0.03 | Carbonate content|0.00

 | Low content of |0.50 | Stone content |0.50 | Rock fragments |0.00

 | organic matter | | | | Hard to reclaim |0.00

 | Stone content |0.78 | | | (rock fragments)|

 | Cobble content |0.98 | | | |

 | | | | | |

 Bellechester--------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Slope |0.00 | Slope |0.00

 | Wind erosion |0.00 | Depth to bedrock |0.92 | Too sandy |0.00

 | Droughty |0.00 | | | Rock fragments |0.97

 | Low content of |0.50 | | | |

 | organic matter | | | | |

 | | | | | |
La Crosse County, Wisconsin 265

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

1155F: | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

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 | | | |

 | | | | | |

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

 | | | | | (rock fragments)|

 | | | | | |

 Kalmarville---------|Good | |Poor | |Poor |

 | | | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | | | |

1743F: | | | | | |

 Council-------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Slope |0.00 | Slope |0.00

 | organic matter | | | | Rock fragments |0.97

 | Too acid |0.20 | | | |

 | | | | | |

 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 | | | |

 | | | | | |

 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 |0.99 | | | |

 | | | | | |

2002: | | | | | |

 Udorthents, earthen | | | | | |

 dams---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2003A: | | | | | |

 Riverwash-----------|Not rated | |Not rated | |Not rated |

 | | | | | |
266 Soil Survey of

Table 20b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

2013: | | | | | |

 Pits, gravel--------|Not rated | |Not rated | |Not rated |

 | | | | | |

2014: | | | | | |

 Pits, quarry, hard | | | | | |

 bedrock------------|Not rated | |Not rated | |Not rated |

 | | | | | |

2020: | | | | | |

 Urban land, valley | | | | | |

 trains-------------|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 |

 | | | | | |

2040: | | | | | |

 Udipsamments, dredge| | | | | |

 material-----------|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 |

 | | | | | | ___________________________________________________________________________________________________
La Crosse County, Wisconsin 267

Table 21.--Water Management

(The information in this table indicates the dominant soil condition but does not eliminate the

 need for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The

 larger the value, the greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further explanation of ratings in

 this table)

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

20A: | | | | | |

 Palms---------------|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------------|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 | | |

 | | | Piping |1.00 | |

 | | | | | |

21A: | | | | | |

 Palms---------------|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 | | |

 | | | | | |

30A: | | | | | |

 Adder---------------|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 | |

 | | | | | |

110D3: | | | | | |

 Timula--------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | No ground water |1.00

 | Slope |0.04 | | | |

 | | | | | |

110E2: | | | | | |

 Timula--------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | No ground water |1.00

 | Slope |0.28 | | | |

 | | | | | |

114B2: | | | | | |

 Mt. Carroll---------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.95 | No ground water |1.00

 | | | | | |

115C2: | | | | | |

 Seaton--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.93 | No ground water |1.00

 | | | | | |

115D2: | | | | | |

 Seaton--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.93 | No ground water |1.00

 | Slope |0.04 | | | |

 | | | | | |
268 Soil Survey of

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

115E2: | | | | | |

 Seaton--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.93 | No ground water |1.00

 | Slope |0.28 | | | |

 | | | | | |

116C2: | | | | | |

 Churchtown----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.98 | No ground water |1.00

 | | | | | |

116D2: | | | | | |

 Churchtown----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.98 | No ground water |1.00

 | Slope |0.04 | | | |

 | | | | | |

116E2: | | | | | |

 Churchtown----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.98 | No ground water |1.00

 | Slope |0.28 | | | |

 | | | | | |

126B: | | | | | |

 Barremills----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.97 | No ground water |1.00

 | | | | | |

132B2: | | | | | |

 Brinkman------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.38 | No ground water |1.00

 | | | | | |

132C2: | | | | | |

 Brinkman------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.38 | No ground water |1.00

 | | | | | |

133B2: | | | | | |

 Valton--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Hard to pack |0.69 | No ground water |1.00

 | | | | | |

133C2: | | | | | |

 Valton--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Hard to pack |0.69 | No ground water |1.00

 | | | | | |

133D2: | | | | | |

 Valton--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Hard to pack |0.69 | No ground water |1.00

 | Slope |0.04 | | | |

 | | | | | |

134C2: | | | | | |

 Lamoille------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.19 | No ground water |1.00

 | | | | | |

134D2: | | | | | |

 Lamoille------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.19 | No ground water |1.00

 | Slope |0.04 | | | |

 | | | | | |

163E2: | | | | | |

 Elbaville-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | No ground water |1.00

 | Slope |0.28 | Seepage |0.02 | |

 | | | | | |
La Crosse County, Wisconsin 269

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

202C2: | | | | | |

 Lambeau-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | No ground water |1.00

 | | | Seepage |0.68 | |

 | | | | | |

202D2: | | | | | |

 Lambeau-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | No ground water |1.00

 | Slope |0.04 | Seepage |0.68 | |

 | | | | | |

213D2: | | | | | |

 Hixton--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | No ground water |1.00

 | Depth to bedrock |0.11 | Thin layer |0.85 | |

 | Slope |0.04 | | | |

 | | | | | |

213E2: | | | | | |

 Hixton--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | No ground water |1.00

 | Slope |0.28 | Thin layer |0.85 | |

 | Depth to bedrock |0.11 | | | |

 | | | | | |

224B: | | | | | |

 Elevasil------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | No ground 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 | No ground 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 | No ground water |1.00

 | Depth to bedrock |0.11 | Seepage |0.04 | |

 | Slope |0.04 | | | |

 | | | | | |

233C: | | | | | |

 Boone---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.89 | No ground water |1.00

 | Depth to bedrock |0.11 | Thin layer |0.85 | |

 | Slope |0.01 | | | |

 | | | | | |

253C2: | | | | | |

 Greenridge----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Piping |0.95 | No ground water |1.00

 | | | | | |

253D2: | | | | | |

 Greenridge----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Piping |0.95 | No ground water |1.00

 | Slope |0.04 | | | |

 | | | | | |

254C2: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | No ground water |1.00

 | Depth to bedrock |0.11 | Thin layer |0.85 | |

 | | | | | |
270 Soil Survey of

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

254D2: | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | No ground 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 | No ground water |1.00

 | Slope |0.28 | Thin layer |0.85 | |

 | Depth to bedrock |0.11 | | | |

 | | | | | |

296B: | | | | | |

 Ludington-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |0.99 | No ground water |1.00

 | Depth to bedrock |0.11 | saturated zone | | |

 | | | Thin layer |0.85 | |

 | | | Seepage |0.64 | |

 | | | | | |

312B2: | | | | | |

 Festina-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Piping |0.66 | No ground water |1.00

 | | | | | |

318A: | | | | | |

 Bearpen-------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | No ground water |1.00

 | | | saturated zone | | |

 | | | Piping |0.99 | |

 | | | | | |

326B2: | | | | | |

 Medary--------------|Not limited | |Somewhat limited | |Very limited |

 | | | Depth to |0.46 | No ground water |1.00

 | | | saturated zone | | |

 | | | | | |

326F: | | | | | |

 Medary--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.50 | Depth to |0.46 | No ground water |1.00

 | | | saturated zone | | |

 | | | | | |

336A: | | | | | |

 Toddville-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | No ground water |1.00

 | | | Seepage |0.12 | |

 | | | | | |

403A: | | | | | |

 Dakota--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.54 | No ground water |1.00

 | | | | | |

413A: | | | | | |

 Rasset--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |

424B: | | | | | |

 Merit---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.12 | No ground water |1.00

 | | | | | |

424D2: | | | | | |

 Merit---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.12 | No ground water |1.00

 | Slope |0.04 | | | |

 | | | | | |
La Crosse County, Wisconsin 271

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

424F: | | | | | |

 Merit---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.12 | No ground water |1.00

 | Slope |0.64 | | | |

 | | | | | |

433B: | | | | | |

 Forkhorn------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.46 | No ground water |1.00

 | | | | | |

434B: | | | | | |

 Bilson--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.12 | No ground water |1.00

 | | | | | |

434C2: | | | | | |

 Bilson--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.12 | No ground water |1.00

 | | | | | |

446A: | | | | | |

 Merimod-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.36 | No ground water |1.00

 | | | | | |

456A: | | | | | |

 Bilmod--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.12 | No ground water |1.00

 | | | | | |

458A: | | | | | |

 Hoop----------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.68 | |

 | | | | | |

483B2: | | | | | |

 Brice---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.14 | No ground water |1.00

 | | | | | |

501A: | | | | | |

 Finchford-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | No ground water |1.00

 | | | | | |

502B2: | | | | | |

 Chelsea-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.12 | No ground water |1.00

 | | | | | |

502C2: | | | | | |

 Chelsea-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.12 | No ground water |1.00

 | Slope |0.01 | | | |

 | | | | | |

511B: | | | | | |

 Plainfield----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.92 | No ground water |1.00

 | | | | | |

511C: | | | | | |

 Plainfield----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.92 | No ground water |1.00

 | Slope |0.01 | | | |

 | | | | | |

511F: | | | | | |

 Plainfield----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.72 | No ground water |1.00

 | Slope |0.82 | | | |

 | | | | | |
272 Soil Survey of

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

551A: | | | | | |

 Impact--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.91 | No ground water |1.00

 | | | | | |

556A: | | | | | |

 Mindoro-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.91 | Cutbanks cave |1.00

 | | | | | Depth to water |0.81

 | | | | | |

561B: | | | | | |

 Tarr----------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.91 | No ground water |1.00

 | | | | | |

561C: | | | | | |

 Tarr----------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.91 | No ground water |1.00

 | Slope |0.01 | | | |

 | | | | | |

561F: | | | | | |

 Tarr----------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.91 | No ground water |1.00

 | Slope |0.50 | | | |

 | | | | | |

562B: | | | | | |

 Gosil---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.36 | No ground water |1.00

 | | | | | |

562C: | | | | | |

 Gosil---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.36 | No ground 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

 | | | | | |

568A: | | | | | |

 Majik---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.32 | |

 | | | | | |

569A: | | | | | |

 Newlang-------------|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 | |

 | | | | | |

576B: | | | | | |

 Tintson-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.82 | No ground water |1.00

 | | | Depth to |0.46 | |

 | | | saturated zone | | |

 | | | | | |

601C: | | | | | |

 Beavercreek---------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Content of large |0.35 | No ground water |1.00

 | | | stones | | |

 | | | Seepage |0.08 | |

 | | | | | |
La Crosse County, Wisconsin 273

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

606A: | | | | | |

 Huntsville----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Seepage |0.72 | Piping |0.50 | Depth to water |0.81

 | | | | | Slow refill |0.28

 | | | | | Cutbanks cave |0.10

 | | | | | |

608A: | | | | | |

 Lawson--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Seepage |0.72 | Depth to |1.00 | Slow refill |0.28

 | | | saturated zone | | Cutbanks cave |0.10

 | | | Piping |0.72 | |

 | | | | | |

609A: | | | | | |

 Otter---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Seepage |0.72 | Ponding |1.00 | Slow refill |0.28

 | | | Depth to |1.00 | Cutbanks cave |0.10

 | | | saturated zone | | |

 | | | Piping |0.69 | |

 | | | | | |

625A: | | | | | |

 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

 | | | | | |

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-------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.04 | Ponding |1.00 | Cutbanks cave |1.00

 | | | Depth to |1.00 | Slow refill |0.28

 | | | saturated zone | | |

 | | | Piping |0.09 | |

 | | | | | |

656A: | | | | | |

 Scotah--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.76 | Cutbanks cave |1.00

 | | | | | Depth to water |0.81

 | | | | | |

666A: | | | | | |

 Absco---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | Cutbanks cave |1.00

 | | | | | Depth to water |0.81

 | | | | | |

676A: | | | | | |

 Kickapoo------------|Very limited | |Not limited | |Very limited |

 | Seepage |1.00 | | | Cutbanks cave |1.00

 | | | | | Depth to water |0.81

 | | | | | Slow refill |0.28

 | | | | | |
274 Soil Survey of

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

739A: | | | | | |

 Root----------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |0.10

 | | | saturated zone | | Content of large |0.02

 | | | Content of large |0.02 | stones |

 | | | stones | | |

 | | | | | |

743C2: | | | | | |

 Council-------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | No ground water |1.00

 | | | | | |

743D2: | | | | | |

 Council-------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | No ground water |1.00

 | Slope |0.04 | | | |

 | | | | | |

743E2: | | | | | |

 Council-------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | No ground water |1.00

 | Slope |0.28 | | | |

 | | | | | |

1125F: | | | | | |

 Dorerton------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Content of large |0.03 | No ground 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 | No ground water |1.00

 | Slope |0.82 | Seepage |0.02 | |

 | | | | | |

1145F: | | | | | |

 Gaphill-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.75 | No ground water |1.00

 | Slope |0.97 | | | |

 | | | | | |

 Rockbluff-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.89 | No ground water |1.00

 | Slope |0.97 | | | |

 | | | | | |

1155F: | | | | | |

 Brodale-------------|Very limited | |Somewhat limited | |Very limited |

 | Slope |1.00 | Content of large |0.83 | No ground water |1.00

 | Seepage |1.00 | stones | | |

 | | | | | |

 Bellechester--------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | No ground water |1.00

 | Slope |1.00 | Thin layer |0.02 | |

 | Depth to bedrock |0.01 | | | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

1233F: | | | | | |

 Boone---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.89 | No ground water |1.00

 | Slope |0.64 | Thin layer |0.85 | |

 | Depth to bedrock |0.11 | | | |

 | | | | | |
La Crosse County, Wisconsin 275

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

1233F: | | | | | |

 Tarr----------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.91 | No ground water |1.00

 | Slope |0.50 | | | |

 | | | | | |

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---------|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 | |

 | | | | | |

1743F: | | | | | |

 Council-------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | No ground water |1.00

 | Slope |0.72 | | | |

 | | | | | |

 Elevasil------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | No ground water |1.00

 | Slope |0.97 | Seepage |0.04 | |

 | Depth to bedrock |0.11 | | | |

 | | | | | |

 Norden--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | No ground water |1.00

 | Slope |0.97 | Thin layer |0.85 | |

 | Depth to bedrock |0.11 | | | |

 | | | | | |

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 |

 | | | | | |

2020: | | | | | |

 Urban land, valley | | | | | |

 trains-------------|Not limited | |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 |

 | | | | | |
276 Soil Survey of

Table 21.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 and soil name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

2040: | | | | | |

 Udipsamments, dredge| | | | | |

 material-----------|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 |

 | | | | | | ___________________________________________________________________________________________________
La Crosse County, Wisconsin 277

Table 22a.--Agricultural Waste Management

(The information in this table indicates the dominant soil condition but

 does not eliminate the need for onsite investigation. The numbers in

 the value columns range from 0.01 to 1.00. The larger the value, the

 greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further

 explanation of ratings in this table)

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

20A: | | | |

 Palms---------------|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Leaching |0.90 | Low adsorption |1.00

 | Too acid |0.02 | Too acid |0.07

 | | | |

 Houghton------------|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Leaching |0.90 | Low adsorption |1.00

 | Too acid |0.02 | Too acid |0.07

 | | | |

21A: | | | |

 Palms---------------|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Flooding |1.00 | Flooding |1.00

 | Runoff |0.40 | Low adsorption |1.00

 | Too acid |0.02 | Too acid |0.07

 | | | |

30A: | | | |

 Adder---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Flooding |1.00 | Flooding |1.00

 | Runoff |0.40 | Low adsorption |1.00

 | | | |

110D3: | | | |

 Timula--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | |

110E2: | | | |

 Timula--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | |

114B2: | | | |

 Mt. Carroll---------|Not limited | |Not limited |

 | | | |

115C2: | | | |

 Seaton--------------|Somewhat limited | |Somewhat limited |

 | Slope |0.04 | Slope |0.04

 | | | |

115D2: | | | |

 Seaton--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | |
278 Soil Survey of

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

115E2: | | | |

 Seaton--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | |

116C2: | | | |

 Churchtown----------|Somewhat limited | |Somewhat limited |

 | Slope |0.04 | Too acid |0.07

 | Too acid |0.02 | Slope |0.04

 | | | |

116D2: | | | |

 Churchtown----------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Too acid |0.02 | Too acid |0.07

 | | | |

116E2: | | | |

 Churchtown----------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Too acid |0.02 | Too acid |0.07

 | | | |

126B: | | | |

 Barremills----------|Not limited | |Not limited |

 | | | |

132B2: | | | |

 Brinkman------------|Very limited | |Very limited |

 | Restricted |1.00 | Restricted |1.00

 | permeability | | permeability |

 | Too acid |0.02 | Too acid |0.07

 | | | |

132C2: | | | |

 Brinkman------------|Very limited | |Very limited |

 | Restricted |1.00 | Restricted |1.00

 | permeability | | permeability |

 | Slope |0.04 | Too acid |0.07

 | Too acid |0.02 | Slope |0.04

 | | | |

133B2: | | | |

 Valton--------------|Very limited | |Very limited |

 | Restricted |1.00 | Restricted |1.00

 | permeability | | permeability |

 | Too acid |0.02 | Too acid |0.07

 | | | |

133C2: | | | |

 Valton--------------|Very limited | |Very limited |

 | Restricted |1.00 | Restricted |1.00

 | permeability | | permeability |

 | Slope |0.04 | Too acid |0.07

 | Too acid |0.02 | Slope |0.04

 | | | |

133D2: | | | |

 Valton--------------|Very limited | |Very limited |

 | Restricted |1.00 | Restricted |1.00

 | permeability | | permeability |

 | Slope |1.00 | Slope |1.00

 | Too acid |0.02 | Too acid |0.07

 | | | |

134C2: | | | |

 Lamoille------------|Very limited | |Very limited |

 | Restricted |1.00 | Restricted |1.00

 | permeability | | permeability |

 | Slope |0.04 | Slope |0.04

 | | | |
La Crosse County, Wisconsin 279

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

134D2: | | | |

 Lamoille------------|Very limited | |Very limited |

 | Restricted |1.00 | Restricted |1.00

 | permeability | | permeability |

 | Slope |1.00 | Slope |1.00

 | | | |

163E2: | | | |

 Elbaville-----------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Restricted |1.00 | Restricted |1.00

 | permeability | | permeability |

 | Too acid |0.02 | Too acid |0.07

 | | | |

202C2: | | | |

 Lambeau-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Slope |0.04 | Low adsorption |1.00

 | | | Slope |0.04

 | | | |

202D2: | | | |

 Lambeau-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Slope |1.00 | Low adsorption |1.00

 | | | Slope |1.00

 | | | |

213D2: | | | |

 Hixton--------------|Very limited | |Very limited |

 | Slope |1.00 | Low adsorption |1.00

 | Depth to bedrock |0.42 | Slope |1.00

 | Droughty |0.02 | Depth to bedrock |0.42

 | Too acid |0.02 | Too acid |0.07

 | | | Droughty |0.02

 | | | |

213E2: | | | |

 Hixton--------------|Very limited | |Very limited |

 | Slope |1.00 | Low adsorption |1.00

 | Depth to bedrock |0.42 | Slope |1.00

 | Droughty |0.02 | Depth to bedrock |0.42

 | Too acid |0.02 | Too acid |0.07

 | | | Droughty |0.02

 | | | |

224B: | | | |

 Elevasil------------|Somewhat limited | |Very limited |

 | Droughty |0.60 | Low adsorption |1.00

 | Depth to bedrock |0.42 | Droughty |0.60

 | Too acid |0.08 | Depth to bedrock |0.42

 | Filtering |0.01 | Too acid |0.31

 | capacity | | Filtering |0.01

 | | | capacity |

 | | | |

224C2: | | | |

 Elevasil------------|Somewhat limited | |Very limited |

 | Droughty |0.60 | Low adsorption |1.00

 | Depth to bedrock |0.42 | Droughty |0.60

 | Too acid |0.08 | Depth to bedrock |0.42

 | Slope |0.04 | Too acid |0.31

 | Filtering |0.01 | Slope |0.04

 | capacity | | |

 | | | |
280 Soil Survey of

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

224D2: | | | |

 Elevasil------------|Very limited | |Very limited |

 | Slope |1.00 | Low adsorption |1.00

 | Droughty |0.60 | Slope |1.00

 | Depth to bedrock |0.42 | Droughty |0.60

 | Too acid |0.08 | Depth to bedrock |0.42

 | Filtering |0.01 | Too acid |0.31

 | capacity | | |

 | | | |

233C: | | | |

 Boone---------------|Very limited | |Very limited |

 | Filtering |1.00 | Droughty |1.00

 | capacity | | Filtering |1.00

 | Droughty |1.00 | capacity |

 | Leaching |0.45 | Low adsorption |1.00

 | Depth to bedrock |0.42 | Depth to bedrock |0.42

 | Slope |0.37 | Slope |0.37

 | | | |

253C2: | | | |

 Greenridge----------|Somewhat limited | |Very limited |

 | Too acid |0.02 | Low adsorption |1.00

 | | | Too acid |0.07

 | | | |

253D2: | | | |

 Greenridge----------|Very limited | |Very limited |

 | Slope |1.00 | Low adsorption |1.00

 | Too acid |0.02 | Slope |1.00

 | | | Too acid |0.07

 | | | |

254C2: | | | |

 Norden--------------|Somewhat limited | |Very limited |

 | Depth to bedrock |0.42 | Low adsorption |1.00

 | Slope |0.04 | Depth to bedrock |0.42

 | Too acid |0.02 | Too acid |0.07

 | Droughty |0.01 | Slope |0.04

 | | | Droughty |0.01

 | | | |

254D2: | | | |

 Norden--------------|Very limited | |Very limited |

 | Slope |1.00 | Low adsorption |1.00

 | Depth to bedrock |0.42 | Slope |1.00

 | Too acid |0.02 | Depth to bedrock |0.42

 | Droughty |0.01 | Too acid |0.07

 | | | Droughty |0.01

 | | | |

254E2: | | | |

 Norden--------------|Very limited | |Very limited |

 | Slope |1.00 | Low adsorption |1.00

 | Depth to bedrock |0.42 | Slope |1.00

 | Too acid |0.02 | Depth to bedrock |0.42

 | Droughty |0.01 | Too acid |0.07

 | | | Droughty |0.01

 | | | |
La Crosse County, Wisconsin 281

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

296B: | | | |

 Ludington-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |0.99 | Low adsorption |1.00

 | saturated zone | | Too acid |1.00

 | Droughty |0.99 | Depth to |0.99

 | Too acid |0.62 | saturated zone |

 | Depth to bedrock |0.42 | Droughty |0.99

 | | | |

312B2: | | | |

 Festina-------------|Not limited | |Not limited |

 | | | |

318A: | | | |

 Bearpen-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Too acid |0.02 | Flooding |0.40

 | | | Too acid |0.07

 | | | |

326B2: | | | |

 Medary--------------|Very limited | |Very limited |

 | Restricted |1.00 | Restricted |1.00

 | permeability | | permeability |

 | Depth to |0.46 | Depth to |0.46

 | saturated zone | | saturated zone |

 | Too acid |0.02 | Too acid |0.07

 | | | |

326F: | | | |

 Medary--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Restricted |1.00 | Restricted |1.00

 | permeability | | permeability |

 | Depth to |0.46 | Depth to |0.46

 | saturated zone | | saturated zone |

 | Too acid |0.11 | Too acid |0.42

 | | | |

336A: | | | |

 Toddville-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | | | |

403A: | | | |

 Dakota--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Too acid |0.02 | Too acid |0.07

 | | | |

413A: | | | |

 Rasset--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Too acid |0.02 | Too acid |0.07

 | | | |

424B: | | | |

 Merit---------------|Somewhat limited | |Somewhat limited |

 | Too acid |0.08 | Too acid |0.31

 | | | |
282 Soil Survey of

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

424D2: | | | |

 Merit---------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Too acid |0.08 | Too acid |0.31

 | | | |

424F: | | | |

 Merit---------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Too acid |0.22 | Too acid |0.77

 | | | |

433B: | | | |

 Forkhorn------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Too acid |0.02 | Too acid |0.07

 | Droughty |0.01 | Droughty |0.01

 | | | |

434B: | | | |

 Bilson--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Too acid |0.02 | Too acid |0.07

 | | | |

434C2: | | | |

 Bilson--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Slope |0.04 | Too acid |0.07

 | Too acid |0.02 | Slope |0.04

 | | | |

446A: | | | |

 Merimod-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Too acid |0.08 | Too acid |0.31

 | | | |

456A: | | | |

 Bilmod--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Too acid |0.08 | Too acid |0.31

 | | | |

458A: | | | |

 Hoop----------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31

 | Droughty |0.04 | Droughty |0.04

 | | | |

483B2: | | | |

 Brice---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Too acid |0.02 | Too acid |0.07

 | | | |
La Crosse County, Wisconsin 283

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

501A: | | | |

 Finchford-----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Leaching |0.45 | Droughty |0.09

 | Droughty |0.09 | Too acid |0.07

 | Too acid |0.02 | |

 | | | |

502B2: | | | |

 Chelsea-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Leaching |0.45 | Too acid |0.07

 | Too acid |0.02 | |

 | | | |

502C2: | | | |

 Chelsea-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Leaching |0.45 | Slope |0.37

 | Slope |0.37 | Too acid |0.07

 | Too acid |0.02 | |

 | | | |

511B: | | | |

 Plainfield----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Leaching |0.45 | Droughty |0.32

 | Droughty |0.32 | Too acid |0.07

 | Too acid |0.02 | |

 | | | |

511C: | | | |

 Plainfield----------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Leaching |0.45 | Slope |0.37

 | Slope |0.37 | Droughty |0.32

 | Droughty |0.32 | Too acid |0.07

 | Too acid |0.02 | |

 | | | |

511F: | | | |

 Plainfield----------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity |

 | capacity | | Low adsorption |1.00

 | Too acid |0.62 | Slope |1.00

 | Leaching |0.45 | Too acid |1.00

 | Droughty |0.09 | Droughty |0.09

 | | | |

551A: | | | |

 Impact--------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Leaching |0.45 | Droughty |0.35

 | Droughty |0.35 | Too acid |0.07

 | Too acid |0.02 | |

 | | | |
284 Soil Survey of

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

556A: | | | |

 Mindoro-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |0.21 | Droughty |0.21

 | Too acid |0.02 | Too acid |0.07

 | | | |

561B: | | | |

 Tarr----------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |0.76 | Droughty |0.76

 | Leaching |0.45 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |

561C: | | | |

 Tarr----------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |0.76 | Droughty |0.76

 | Leaching |0.45 | Slope |0.37

 | Slope |0.37 | Too acid |0.31

 | Too acid |0.08 | |

 | | | |

561F: | | | |

 Tarr----------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity |

 | capacity | | Low adsorption |1.00

 | Too acid |0.50 | Slope |1.00

 | Leaching |0.45 | Too acid |0.99

 | Droughty |0.24 | Droughty |0.24

 | | | |

562B: | | | |

 Gosil---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Leaching |0.45 | Too acid |0.31

 | Droughty |0.13 | Droughty |0.13

 | Too acid |0.08 | |

 | | | |

562C: | | | |

 Gosil---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Leaching |0.45 | Too acid |0.31

 | Droughty |0.13 | Droughty |0.13

 | Too acid |0.08 | Slope |0.04

 | Slope |0.04 | |

 | | | |

566A: | | | |

 Tint----------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |0.74 | Too acid |0.77

 | Leaching |0.45 | Droughty |0.74

 | Too acid |0.22 | |

 | | | |
La Crosse County, Wisconsin 285

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

568A: | | | |

 Majik---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Droughty |0.57 | Droughty |0.57

 | Too acid |0.08 | Too acid |0.31

 | | | |

569A: | | | |

 Newlang-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Leaching |0.90 | Flooding |1.00

 | Too acid |0.62 | Low adsorption |1.00

 | | | |

576B: | | | |

 Tintson-------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |0.46 | Depth to |0.46

 | saturated zone | | saturated zone |

 | Too acid |0.08 | Too acid |0.31

 | Droughty |0.01 | Droughty |0.01

 | | | |

601C: | | | |

 Beavercreek---------|Somewhat limited | |Very limited |

 | Flooding |0.60 | Flooding |1.00

 | Filtering |0.01 | Filtering |0.01

 | capacity | | capacity |

 | | | |

606A: | | | |

 Huntsville----------|Not limited | |Somewhat limited |

 | | | Flooding |0.40

 | | | |

608A: | | | |

 Lawson--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Flooding |0.60 | Flooding |1.00

 | | | |

609A: | | | |

 Otter---------------|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Flooding |1.00 | Flooding |1.00

 | Leaching |0.70 | |

 | | | |

625A: | | | |

 Arenzville----------|Somewhat limited | |Very limited |

 | Flooding |0.60 | Flooding |1.00

 | | | |

626A: | | | |

 Arenzville----------|Somewhat limited | |Very limited |

 | Flooding |0.60 | Flooding |1.00

 | | | |
286 Soil Survey of

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

628A: | | | |

 Orion---------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Flooding |0.60 | Flooding |1.00

 | | | |

629A: | | | |

 Ettrick-------------|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Flooding |1.00 | Flooding |1.00

 | Restricted |1.00 | Restricted |1.00

 | permeability | | permeability |

 | Leaching |0.70 | |

 | | | |

656A: | | | |

 Scotah--------------|Somewhat limited | |Very limited |

 | Flooding |0.60 | Flooding |1.00

 | Droughty |0.56 | Droughty |0.56

 | Leaching |0.45 | Filtering |0.01

 | Filtering |0.01 | capacity |

 | capacity | | |

 | | | |

666A: | | | |

 Absco---------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Droughty |0.92 | Flooding |1.00

 | Flooding |0.60 | Droughty |0.92

 | Too acid |0.08 | Too acid |0.31

 | | | |

676A: | | | |

 Kickapoo------------|Somewhat limited | |Very limited |

 | Flooding |0.60 | Flooding |1.00

 | Too acid |0.02 | Too acid |0.07

 | | | |

739A: | | | |

 Root----------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Flooding |1.00 | Flooding |1.00

 | Runoff |0.40 | |

 | | | |

743C2: | | | |

 Council-------------|Somewhat limited | |Somewhat limited |

 | Too acid |0.08 | Too acid |0.31

 | Slope |0.04 | Slope |0.04

 | | | |

743D2: | | | |

 Council-------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Too acid |0.08 | Too acid |0.31

 | | | |

743E2: | | | |

 Council-------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Too acid |0.08 | Too acid |0.31

 | | | |
La Crosse County, Wisconsin 287

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

1125F: | | | |

 Dorerton------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Too stony |0.76 | Too acid |0.42

 | Too acid |0.11 | Droughty |0.04

 | Droughty |0.04 | |

 | | | |

 Elbaville-----------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity |

 | capacity | | Low adsorption |1.00

 | Restricted |1.00 | Slope |1.00

 | permeability | | Restricted |1.00

 | Too acid |0.62 | permeability |

 | | | Too acid |1.00

 | | | |

1145F: | | | |

 Gaphill-------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity |

 | capacity | | Low adsorption |1.00

 | Too acid |0.62 | Slope |1.00

 | | | Too acid |1.00

 | | | |

 Rockbluff-----------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity |

 | capacity | | Low adsorption |1.00

 | Too acid |0.62 | Slope |1.00

 | Leaching |0.45 | Too acid |1.00

 | Droughty |0.41 | Droughty |0.41

 | | | |

1155F: | | | |

 Brodale-------------|Very limited | |Very limited |

 | Slope |1.00 | Low adsorption |1.00

 | Too stony |1.00 | Slope |1.00

 | Droughty |0.90 | Droughty |0.90

 | Large stones on |0.50 | Large stones on |0.50

 | the surface | | the surface |

 | Cobble content |0.12 | Cobble content |0.12

 | | | |

 Bellechester--------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity |

 | capacity | | Low adsorption |1.00

 | Droughty |0.99 | Slope |1.00

 | Leaching |0.45 | Droughty |0.99

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

1233F: | | | |

 Boone---------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity |

 | capacity | | Low adsorption |1.00

 | Droughty |1.00 | Slope |1.00

 | Too acid |0.62 | Droughty |1.00

 | Leaching |0.45 | Too acid |1.00

 | | | |
288 Soil Survey of

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

1233F: | | | |

 Tarr----------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity |

 | capacity | | Low adsorption |1.00

 | Too acid |0.62 | Slope |1.00

 | Leaching |0.45 | Too acid |1.00

 | Droughty |0.24 | Droughty |0.24

 | | | |

1658A: | | | |

 Algansee------------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Flooding |1.00 | Flooding |1.00

 | Droughty |0.26 | Droughty |0.26

 | | | |

 Kalmarville---------|Very limited | |Very limited |

 | Filtering |1.00 | Filtering |1.00

 | capacity | | capacity |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Flooding |1.00 | Flooding |1.00

 | Runoff |0.40 | |

 | | | |

1743F: | | | |

 Council-------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity |

 | capacity | | Low adsorption |1.00

 | Too acid |0.62 | Slope |1.00

 | | | Too acid |1.00

 | | | |

 Elevasil------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity |

 | capacity | | Low adsorption |1.00

 | Too acid |0.62 | Slope |1.00

 | Depth to bedrock |0.42 | Too acid |1.00

 | Droughty |0.25 | Depth to bedrock |0.42

 | | | |

 Norden--------------|Very limited | |Very limited |

 | Slope |1.00 | Filtering |1.00

 | Filtering |1.00 | capacity |

 | capacity | | Low adsorption |1.00

 | Too acid |0.62 | Slope |1.00

 | Depth to bedrock |0.42 | Too acid |1.00

 | | | Depth to bedrock |0.42

 | | | |

2002: | | | |

 Udorthents, earthen | | | |

 dams---------------|Not rated | |Not rated |

 | | | |

2003A: | | | |

 Riverwash-----------|Not rated | |Not rated |

 | | | |

2013: | | | |

 Pits, gravel--------|Not rated | |Not rated |

 | | | |
La Crosse County, Wisconsin 289

Table 22a.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Application of | Application

 and soil name | manure and food- | of sewage sludge

 | processing waste | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

2014: | | | |

 Pits, quarry, hard | | | |

 bedrock------------|Not rated | |Not rated |

 | | | |

2020: | | | |

 Urban land, valley | | | |

 trains-------------|Not rated | |Not rated |

 | | | |

2030: | | | |

 Udorthents, cut or | | | |

 fill---------------|Not rated | |Not rated |

 | | | |

 Udipsamments, cut or| | | |

 fill---------------|Not rated | |Not rated |

 | | | |

2040: | | | |

 Udipsamments, dredge| | | |

 material-----------|Not rated | |Not rated |

 | | | |

2050: | | | |

 Landfill------------|Not rated | |Not rated |

 | | | |

M-W: | | | |

 Miscellaneous water |Not rated | |Not rated |

 | | | |

W: | | | |

 Water---------------|Not rated | |Not rated |

 | | | | _________________________________________________________________________
290 Soil Survey of

Table 22b.--Agricultural Waste Management

(The information in this table indicates the dominant soil condition but

 does not eliminate the need for onsite investigation. The numbers in

 the value columns range from 0.01 to 1.00. The larger the value, the

 greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further

 explanation of ratings in this table)

_________________________________________________________________________

 | |

 Map symbol | Disposal of | Overland flow of

 and soil name | wastewater | wastewater

 | by irrigation | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

20A: | | | |

 Palms---------------|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Too acid |0.07 | Seepage |1.00

 | | | Too acid |0.07

 | | | |

 Houghton------------|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Too acid |0.07 | Seepage |1.00

 | | | Too acid |0.07

 | | | |

21A: | | | |

 Palms---------------|Very limited | |Very limited |

 | Ponding |1.00 | Flooding |1.00

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00

 | Flooding |1.00 | saturated zone |

 | Too acid |0.07 | Seepage |1.00

 | | | Too acid |0.07

 | | | |

30A: | | | |

 Adder---------------|Very limited | |Very limited |

 | Filtering |1.00 | Flooding |1.00

 | capacity | | Ponding |1.00

 | Ponding |1.00 | Depth to |1.00

 | Depth to |1.00 | saturated zone |

 | saturated zone | | Seepage |1.00

 | Flooding |1.00 | Too acid |0.07

 | Too acid |0.07 | |

 | | | |

110D3: | | | |

 Timula--------------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Too steep for |1.00

 | application | | surface |

 | Too steep for |1.00 | application |

 | sprinkler | | |

 | application | | |

 | | | |

110E2: | | | |

 Timula--------------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Too steep for |1.00

 | application | | surface |

 | Too steep for |1.00 | application |

 | sprinkler | | |

 | application | | |

 | | | |
La Crosse County, Wisconsin 291

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Disposal of | Overland flow of

 and soil name | wastewater | wastewater

 | by irrigation | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

114B2: | | | |

 Mt. Carroll---------|Somewhat limited | |Very limited |

 | Too steep for |0.08 | Seepage |1.00

 | surface | | |

 | application | | |

 | | | |

115C2: | | | |

 Seaton--------------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Too steep for |0.50

 | application | | surface |

 | Too steep for |0.22 | application |

 | sprinkler | | |

 | application | | |

 | | | |

115D2: | | | |

 Seaton--------------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Too steep for |1.00

 | application | | surface |

 | Too steep for |1.00 | application |

 | sprinkler | | |

 | application | | |

 | | | |

115E2: | | | |

 Seaton--------------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Too steep for |1.00

 | application | | surface |

 | Too steep for |1.00 | application |

 | sprinkler | | |

 | application | | |

 | | | |

116C2: | | | |

 Churchtown----------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Too steep for |0.50

 | application | | surface |

 | Too steep for |0.22 | application |

 | sprinkler | | Too acid |0.07

 | application | | |

 | Too acid |0.07 | |

 | | | |

116D2: | | | |

 Churchtown----------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Too steep for |1.00

 | application | | surface |

 | Too steep for |1.00 | application |

 | sprinkler | | Too acid |0.07

 | application | | |

 | Too acid |0.07 | |

 | | | |
292 Soil Survey of

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Disposal of | Overland flow of

 and soil name | wastewater | wastewater

 | by irrigation | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

116E2: | | | |

 Churchtown----------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Too steep for |1.00

 | application | | surface |

 | Too steep for |1.00 | application |

 | sprinkler | | Too acid |0.07

 | application | | |

 | Too acid |0.07 | |

 | | | |

126B: | | | |

 Barremills----------|Not limited | |Very limited |

 | | | Seepage |1.00

 | | | |

132B2: | | | |

 Brinkman------------|Very limited | |Very limited |

 | Restricted |1.00 | Seepage |1.00

 | permeability | | Too acid |0.07

 | Too steep for |0.08 | |

 | surface | | |

 | application | | |

 | Too acid |0.07 | |

 | | | |

132C2: | | | |

 Brinkman------------|Very limited | |Very limited |

 | Restricted |1.00 | Seepage |1.00

 | permeability | | Too steep for |0.50

 | Too steep for |1.00 | surface |

 | surface | | application |

 | application | | Too acid |0.07

 | Too steep for |0.22 | |

 | sprinkler | | |

 | application | | |

 | Too acid |0.07 | |

 | | | |

133B2: | | | |

 Valton--------------|Very limited | |Very limited |

 | Restricted |1.00 | Seepage |1.00

 | permeability | | Too acid |0.07

 | Too steep for |0.08 | |

 | surface | | |

 | application | | |

 | Too acid |0.07 | |

 | | | |

133C2: | | | |

 Valton--------------|Very limited | |Very limited |

 | Restricted |1.00 | Seepage |1.00

 | permeability | | Too steep for |0.50

 | Too steep for |1.00 | surface |

 | surface | | application |

 | application | | Too acid |0.07

 | Too steep for |0.22 | |

 | sprinkler | | |

 | application | | |

 | Too acid |0.07 | |

 | | | |
La Crosse County, Wisconsin 293

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Disposal of | Overland flow of

 and soil name | wastewater | wastewater

 | by irrigation | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

133D2: | | | |

 Valton--------------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Too steep for |1.00

 | application | | surface |

 | Restricted |1.00 | application |

 | permeability | | Too acid |0.07

 | Too steep for |1.00 | |

 | sprinkler | | |

 | application | | |

 | Too acid |0.07 | |

 | | | |

134C2: | | | |

 Lamoille------------|Very limited | |Very limited |

 | Restricted |1.00 | Seepage |1.00

 | permeability | | Too steep for |0.50

 | Too steep for |1.00 | surface |

 | surface | | application |

 | application | | Cobble content |0.01

 | Too steep for |0.22 | |

 | sprinkler | | |

 | application | | |

 | | | |

134D2: | | | |

 Lamoille------------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Too steep for |1.00

 | application | | surface |

 | Restricted |1.00 | application |

 | permeability | | Cobble content |0.01

 | Too steep for |1.00 | |

 | sprinkler | | |

 | application | | |

 | | | |

163E2: | | | |

 Elbaville-----------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Too steep for |1.00

 | application | | surface |

 | Too steep for |1.00 | application |

 | sprinkler | | Too acid |0.07

 | application | | |

 | Restricted |1.00 | |

 | permeability | | |

 | Too acid |0.07 | |

 | | | |

202C2: | | | |

 Lambeau-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too steep for |0.50

 | Too steep for |1.00 | surface |

 | surface | | application |

 | application | | |

 | Too steep for |0.22 | |

 | sprinkler | | |

 | application | | |

 | | | |
294 Soil Survey of

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Disposal of | Overland flow of

 and soil name | wastewater | wastewater

 | by irrigation | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

202D2: | | | |

 Lambeau-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too steep for |1.00

 | Too steep for |1.00 | surface |

 | surface | | application |

 | application | | |

 | Too steep for |1.00 | |

 | sprinkler | | |

 | application | | |

 | | | |

213D2: | | | |

 Hixton--------------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Depth to bedrock |1.00

 | application | | Too steep for |1.00

 | Too steep for |1.00 | surface |

 | sprinkler | | application |

 | application | | Too acid |0.07

 | Depth to bedrock |0.42 | |

 | Too acid |0.07 | |

 | Droughty |0.02 | |

 | | | |

213E2: | | | |

 Hixton--------------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Depth to bedrock |1.00

 | application | | Too steep for |1.00

 | Too steep for |1.00 | surface |

 | sprinkler | | application |

 | application | | Too acid |0.07

 | Depth to bedrock |0.42 | |

 | Too acid |0.07 | |

 | Droughty |0.02 | |

 | | | |

224B: | | | |

 Elevasil------------|Somewhat limited | |Very limited |

 | Droughty |0.60 | Seepage |1.00

 | Depth to bedrock |0.42 | Depth to bedrock |1.00

 | Too acid |0.31 | Too acid |0.31

 | Too steep for |0.08 | |

 | surface | | |

 | application | | |

 | Filtering |0.01 | |

 | capacity | | |

 | | | |

224C2: | | | |

 Elevasil------------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Depth to bedrock |1.00

 | application | | Too steep for |0.50

 | Droughty |0.60 | surface |

 | Depth to bedrock |0.42 | application |

 | Too acid |0.31 | Too acid |0.31

 | Too steep for |0.22 | |

 | sprinkler | | |

 | application | | |

 | | | |
La Crosse County, Wisconsin 295

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Disposal of | Overland flow of

 and soil name | wastewater | wastewater

 | by irrigation | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

224D2: | | | |

 Elevasil------------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Depth to bedrock |1.00

 | application | | Too steep for |1.00

 | Too steep for |1.00 | surface |

 | sprinkler | | application |

 | application | | Too acid |0.31

 | Droughty |0.60 | |

 | Depth to bedrock |0.42 | |

 | Too acid |0.31 | |

 | | | |

233C: | | | |

 Boone---------------|Very limited | |Very limited |

 | Droughty |1.00 | Seepage |1.00

 | Filtering |1.00 | Depth to bedrock |1.00

 | capacity | | Too steep for |0.94

 | Too steep for |1.00 | surface |

 | surface | | application |

 | application | | Too acid |0.31

 | Too steep for |0.60 | |

 | sprinkler | | |

 | application | | |

 | Depth to bedrock |0.42 | |

 | | | |

253C2: | | | |

 Greenridge----------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Too steep for |0.22

 | application | | surface |

 | Too steep for |0.10 | application |

 | sprinkler | | Too acid |0.07

 | application | | |

 | Too acid |0.07 | |

 | | | |

253D2: | | | |

 Greenridge----------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Too steep for |1.00

 | application | | surface |

 | Too steep for |1.00 | application |

 | sprinkler | | Too acid |0.07

 | application | | |

 | Too acid |0.07 | |

 | | | |

254C2: | | | |

 Norden--------------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Depth to bedrock |1.00

 | application | | Too steep for |0.50

 | Depth to bedrock |0.42 | surface |

 | Too steep for |0.22 | application |

 | sprinkler | | Too acid |0.07

 | application | | |

 | Too acid |0.07 | |

 | Droughty |0.01 | |

 | | | |
296 Soil Survey of

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Disposal of | Overland flow of

 and soil name | wastewater | wastewater

 | by irrigation | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

254D2: | | | |

 Norden--------------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Depth to bedrock |1.00

 | application | | Too steep for |1.00

 | Too steep for |1.00 | surface |

 | sprinkler | | application |

 | application | | Too acid |0.07

 | Depth to bedrock |0.42 | |

 | Too acid |0.07 | |

 | Droughty |0.01 | |

 | | | |

254E2: | | | |

 Norden--------------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Depth to bedrock |1.00

 | application | | Too steep for |1.00

 | Too steep for |1.00 | surface |

 | sprinkler | | application |

 | application | | Too acid |0.07

 | Depth to bedrock |0.42 | |

 | Too acid |0.07 | |

 | Droughty |0.01 | |

 | | | |

296B: | | | |

 Ludington-----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Depth to bedrock |1.00

 | Too acid |1.00 | Too acid |1.00

 | Depth to |0.99 | Depth to |0.99

 | saturated zone | | saturated zone |

 | Droughty |0.99 | |

 | Depth to bedrock |0.42 | |

 | | | |

312B2: | | | |

 Festina-------------|Somewhat limited | |Very limited |

 | Too steep for |0.08 | Seepage |1.00

 | surface | | |

 | application | | |

 | | | |

318A: | | | |

 Bearpen-------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Too acid |0.07 | saturated zone |

 | | | Flooding |0.40

 | | | Too acid |0.07

 | | | |

326B2: | | | |

 Medary--------------|Very limited | |Very limited |

 | Restricted |1.00 | Seepage |1.00

 | permeability | | Depth to |0.46

 | Depth to |0.46 | saturated zone |

 | saturated zone | | Too acid |0.07

 | Too acid |0.07 | |

 | | | |
La Crosse County, Wisconsin 297

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Disposal of | Overland flow of

 and soil name | wastewater | wastewater

 | by irrigation | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

326F: | | | |

 Medary--------------|Very limited | |Very limited |

 | Too steep for |1.00 | Too steep for |1.00

 | surface | | surface |

 | application | | application |

 | Too steep for |1.00 | Seepage |1.00

 | sprinkler | | Depth to |0.46

 | application | | saturated zone |

 | Restricted |1.00 | Too acid |0.42

 | permeability | | |

 | Depth to |0.46 | |

 | saturated zone | | |

 | Too acid |0.42 | |

 | | | |

336A: | | | |

 Toddville-----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | |

 | | | |

403A: | | | |

 Dakota--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too acid |0.07

 | Too acid |0.07 | |

 | | | |

413A: | | | |

 Rasset--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too acid |0.07

 | Too acid |0.07 | |

 | | | |

424B: | | | |

 Merit---------------|Somewhat limited | |Very limited |

 | Too acid |0.31 | Seepage |1.00

 | | | Too acid |0.31

 | | | |

424D2: | | | |

 Merit---------------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Too steep for |1.00

 | application | | surface |

 | Too steep for |1.00 | application |

 | sprinkler | | Too acid |0.31

 | application | | |

 | Too acid |0.31 | |

 | | | |

424F: | | | |

 Merit---------------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Too steep for |1.00

 | application | | surface |

 | Too steep for |1.00 | application |

 | sprinkler | | Too acid |0.77

 | application | | |

 | Too acid |0.77 | |

 | | | |
298 Soil Survey of

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Disposal of | Overland flow of

 and soil name | wastewater | wastewater

 | by irrigation | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

433B: | | | |

 Forkhorn------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too acid |0.07

 | Too steep for |0.08 | |

 | surface | | |

 | application | | |

 | Too acid |0.07 | |

 | Droughty |0.01 | |

 | | | |

434B: | | | |

 Bilson--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too acid |0.07

 | Too acid |0.07 | |

 | | | |

434C2: | | | |

 Bilson--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too steep for |0.50

 | Too steep for |1.00 | surface |

 | surface | | application |

 | application | | Too acid |0.07

 | Too steep for |0.22 | |

 | sprinkler | | |

 | application | | |

 | Too acid |0.07 | |

 | | | |

446A: | | | |

 Merimod-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too acid |0.31

 | Too acid |0.31 | |

 | | | |

456A: | | | |

 Bilmod--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too acid |0.31

 | Too acid |0.31 | |

 | | | |

458A: | | | |

 Hoop----------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Depth to |1.00

 | Depth to |1.00 | saturated zone |

 | saturated zone | | Too acid |0.31

 | Too acid |0.31 | |

 | Droughty |0.04 | |

 | | | |

483B2: | | | |

 Brice---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too acid |0.07

 | Too steep for |0.08 | |

 | surface | | |

 | application | | |

 | Too acid |0.07 | |

 | | | |
La Crosse County, Wisconsin 299

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Disposal of | Overland flow of

 and soil name | wastewater | wastewater

 | by irrigation | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

501A: | | | |

 Finchford-----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too acid |0.07

 | Droughty |0.09 | |

 | Too acid |0.07 | |

 | | | |

502B2: | | | |

 Chelsea-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too acid |0.07

 | Too steep for |0.08 | |

 | surface | | |

 | application | | |

 | Too acid |0.07 | |

 | | | |

502C2: | | | |

 Chelsea-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too steep for |0.94

 | Too steep for |1.00 | surface |

 | surface | | application |

 | application | | Too acid |0.07

 | Too steep for |0.60 | |

 | sprinkler | | |

 | application | | |

 | Too acid |0.07 | |

 | | | |

511B: | | | |

 Plainfield----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too acid |0.07

 | Droughty |0.32 | |

 | Too steep for |0.08 | |

 | surface | | |

 | application | | |

 | Too acid |0.07 | |

 | | | |

511C: | | | |

 Plainfield----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too steep for |0.94

 | Too steep for |1.00 | surface |

 | surface | | application |

 | application | | Too acid |0.07

 | Too steep for |0.60 | |

 | sprinkler | | |

 | application | | |

 | Droughty |0.32 | |

 | Too acid |0.07 | |

 | | | |
300 Soil Survey of

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Disposal of | Overland flow of

 and soil name | wastewater | wastewater

 | by irrigation | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

511F: | | | |

 Plainfield----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too steep for |1.00

 | Too steep for |1.00 | surface |

 | surface | | application |

 | application | | Too acid |1.00

 | Too steep for |1.00 | |

 | sprinkler | | |

 | application | | |

 | Too acid |1.00 | |

 | Droughty |0.09 | |

 | | | |

551A: | | | |

 Impact--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too acid |0.07

 | Droughty |0.35 | |

 | Too acid |0.07 | |

 | | | |

556A: | | | |

 Mindoro-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too acid |0.07

 | Droughty |0.21 | |

 | Too acid |0.07 | |

 | | | |

561B: | | | |

 Tarr----------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too acid |0.31

 | Droughty |0.76 | |

 | Too acid |0.31 | |

 | Too steep for |0.08 | |

 | surface | | |

 | application | | |

 | | | |

561C: | | | |

 Tarr----------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too steep for |0.94

 | Too steep for |1.00 | surface |

 | surface | | application |

 | application | | Too acid |0.31

 | Droughty |0.76 | |

 | Too steep for |0.60 | |

 | sprinkler | | |

 | application | | |

 | Too acid |0.31 | |

 | | | |
La Crosse County, Wisconsin 301

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Disposal of | Overland flow of

 and soil name | wastewater | wastewater

 | by irrigation | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

561F: | | | |

 Tarr----------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too steep for |1.00

 | Too steep for |1.00 | surface |

 | surface | | application |

 | application | | Too acid |0.99

 | Too steep for |1.00 | |

 | sprinkler | | |

 | application | | |

 | Too acid |0.99 | |

 | Droughty |0.24 | |

 | | | |

562B: | | | |

 Gosil---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too acid |0.31

 | Too acid |0.31 | |

 | Droughty |0.13 | |

 | | | |

562C: | | | |

 Gosil---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too steep for |0.50

 | Too steep for |1.00 | surface |

 | surface | | application |

 | application | | Too acid |0.31

 | Too acid |0.31 | |

 | Too steep for |0.22 | |

 | sprinkler | | |

 | application | | |

 | Droughty |0.13 | |

 | | | |

566A: | | | |

 Tint----------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too acid |0.77

 | Too acid |0.77 | |

 | Droughty |0.74 | |

 | | | |

568A: | | | |

 Majik---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Depth to |1.00

 | Depth to |1.00 | saturated zone |

 | saturated zone | | Too acid |0.31

 | Droughty |0.57 | |

 | Too acid |0.31 | |

 | | | |

569A: | | | |

 Newlang-------------|Very limited | |Very limited |

 | Filtering |1.00 | Flooding |1.00

 | capacity | | Ponding |1.00

 | Ponding |1.00 | Depth to |1.00

 | Depth to |1.00 | saturated zone |

 | saturated zone | | Too acid |1.00

 | Too acid |1.00 | Seepage |1.00

 | Flooding |0.60 | |

 | | | |
302 Soil Survey of

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Disposal of | Overland flow of

 and soil name | wastewater | wastewater

 | by irrigation | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

576B: | | | |

 Tintson-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Depth to |0.46

 | Depth to |0.46 | saturated zone |

 | saturated zone | | Too acid |0.31

 | Too acid |0.31 | |

 | Droughty |0.01 | |

 | | | |

601C: | | | |

 Beavercreek---------|Very limited | |Very limited |

 | Too steep for |1.00 | Flooding |1.00

 | surface | | Seepage |1.00

 | application | | Cobble content |1.00

 | Flooding |0.60 | Too steep for |0.22

 | Too steep for |0.10 | surface |

 | sprinkler | | application |

 | application | | |

 | Filtering |0.01 | |

 | capacity | | |

 | | | |

606A: | | | |

 Huntsville----------|Not limited | |Very limited |

 | | | Seepage |1.00

 | | | Flooding |0.40

 | | | |

608A: | | | |

 Lawson--------------|Very limited | |Very limited |

 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | Seepage |1.00

 | Flooding |0.60 | Depth to |1.00

 | | | saturated zone |

 | | | |

609A: | | | |

 Otter---------------|Very limited | |Very limited |

 | Ponding |1.00 | Flooding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Ponding |1.00

 | Flooding |1.00 | Depth to |1.00

 | | | saturated zone |

 | | | |

625A: | | | |

 Arenzville----------|Somewhat limited | |Very limited |

 | Flooding |0.60 | Flooding |1.00

 | | | Seepage |1.00

 | | | |

626A: | | | |

 Arenzville----------|Somewhat limited | |Very limited |

 | Flooding |0.60 | Flooding |1.00

 | | | Seepage |1.00

 | | | |

628A: | | | |

 Orion---------------|Very limited | |Very limited |

 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | Seepage |1.00

 | Flooding |0.60 | Depth to |1.00

 | | | saturated zone |

 | | | |
La Crosse County, Wisconsin 303

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Disposal of | Overland flow of

 and soil name | wastewater | wastewater

 | by irrigation | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

629A: | | | |

 Ettrick-------------|Very limited | |Very limited |

 | Ponding |1.00 | Flooding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Ponding |1.00

 | Flooding |1.00 | Depth to |1.00

 | Restricted |1.00 | saturated zone |

 | permeability | | |

 | | | |

656A: | | | |

 Scotah--------------|Somewhat limited | |Very limited |

 | Flooding |0.60 | Flooding |1.00

 | Droughty |0.56 | Seepage |1.00

 | Filtering |0.01 | |

 | capacity | | |

 | | | |

666A: | | | |

 Absco---------------|Very limited | |Very limited |

 | Filtering |1.00 | Flooding |1.00

 | capacity | | Seepage |1.00

 | Droughty |0.92 | Too acid |0.31

 | Flooding |0.60 | |

 | Too acid |0.31 | |

 | | | |

676A: | | | |

 Kickapoo------------|Somewhat limited | |Very limited |

 | Flooding |0.60 | Flooding |1.00

 | Too acid |0.07 | Seepage |1.00

 | | | Too acid |0.07

 | | | |

739A: | | | |

 Root----------------|Very limited | |Very limited |

 | Filtering |1.00 | Flooding |1.00

 | capacity | | Seepage |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Flooding |1.00 | Cobble content |0.31

 | | | |

743C2: | | | |

 Council-------------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Too steep for |0.50

 | application | | surface |

 | Too acid |0.31 | application |

 | Too steep for |0.22 | Too acid |0.31

 | sprinkler | | |

 | application | | |

 | | | |

743D2: | | | |

 Council-------------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Too steep for |1.00

 | application | | surface |

 | Too steep for |1.00 | application |

 | sprinkler | | Too acid |0.31

 | application | | |

 | Too acid |0.31 | |

 | | | |
304 Soil Survey of

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Disposal of | Overland flow of

 and soil name | wastewater | wastewater

 | by irrigation | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

743E2: | | | |

 Council-------------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Too steep for |1.00

 | application | | surface |

 | Too steep for |1.00 | application |

 | sprinkler | | Too acid |0.31

 | application | | |

 | Too acid |0.31 | |

 | | | |

1125F: | | | |

 Dorerton------------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Too steep for |1.00

 | application | | surface |

 | Too steep for |1.00 | application |

 | sprinkler | | Too acid |0.42

 | application | | Cobble content |0.29

 | Too acid |0.42 | Depth to bedrock |0.01

 | Droughty |0.04 | |

 | | | |

 Elbaville-----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too steep for |1.00

 | Too steep for |1.00 | surface |

 | surface | | application |

 | application | | Too acid |1.00

 | Too steep for |1.00 | |

 | sprinkler | | |

 | application | | |

 | Restricted |1.00 | |

 | permeability | | |

 | Too acid |1.00 | |

 | | | |

1145F: | | | |

 Gaphill-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too steep for |1.00

 | Too steep for |1.00 | surface |

 | surface | | application |

 | application | | Too acid |1.00

 | Too steep for |1.00 | |

 | sprinkler | | |

 | application | | |

 | Too acid |1.00 | |

 | | | |

 Rockbluff-----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too steep for |1.00

 | Too steep for |1.00 | surface |

 | surface | | application |

 | application | | Too acid |1.00

 | Too steep for |1.00 | |

 | sprinkler | | |

 | application | | |

 | Too acid |1.00 | |

 | Droughty |0.41 | |

 | | | |
La Crosse County, Wisconsin 305

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Disposal of | Overland flow of

 and soil name | wastewater | wastewater

 | by irrigation | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

1155F: | | | |

 Brodale-------------|Very limited | |Very limited |

 | Too steep for |1.00 | Seepage |1.00

 | surface | | Too steep for |1.00

 | application | | surface |

 | Too steep for |1.00 | application |

 | sprinkler | | Cobble content |0.97

 | application | | Stone content |0.50

 | Droughty |0.90 | |

 | Large stones on |0.50 | |

 | the surface | | |

 | Cobble content |0.12 | |

 | | | |

 Bellechester--------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too steep for |1.00

 | Too steep for |1.00 | surface |

 | surface | | application |

 | application | | Depth to bedrock |0.08

 | Too steep for |1.00 | |

 | sprinkler | | |

 | application | | |

 | Droughty |0.99 | |

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

1233F: | | | |

 Boone---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Depth to bedrock |1.00

 | Too steep for |1.00 | Too steep for |1.00

 | surface | | surface |

 | application | | application |

 | Too steep for |1.00 | Too acid |1.00

 | sprinkler | | |

 | application | | |

 | Droughty |1.00 | |

 | Too acid |1.00 | |

 | | | |

 Tarr----------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too steep for |1.00

 | Too steep for |1.00 | surface |

 | surface | | application |

 | application | | Too acid |1.00

 | Too steep for |1.00 | |

 | sprinkler | | |

 | application | | |

 | Too acid |1.00 | |

 | Droughty |0.24 | |

 | | | |

1658A: | | | |

 Algansee------------|Very limited | |Very limited |

 | Filtering |1.00 | Flooding |1.00

 | capacity | | Seepage |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Flooding |1.00 | |

 | Droughty |0.26 | |

 | | | |
306 Soil Survey of

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Disposal of | Overland flow of

 and soil name | wastewater | wastewater

 | by irrigation | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

1658A: | | | |

 Kalmarville---------|Very limited | |Very limited |

 | Filtering |1.00 | Flooding |1.00

 | capacity | | Seepage |1.00

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Flooding |1.00 | |

 | | | |

1743F: | | | |

 Council-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Too steep for |1.00

 | Too steep for |1.00 | surface |

 | surface | | application |

 | application | | Too acid |1.00

 | Too steep for |1.00 | |

 | sprinkler | | |

 | application | | |

 | Too acid |1.00 | |

 | | | |

 Elevasil------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Depth to bedrock |1.00

 | Too steep for |1.00 | Too steep for |1.00

 | surface | | surface |

 | application | | application |

 | Too steep for |1.00 | Too acid |1.00

 | sprinkler | | |

 | application | | |

 | Too acid |1.00 | |

 | Depth to bedrock |0.42 | |

 | | | |

 Norden--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Depth to bedrock |1.00

 | Too steep for |1.00 | Too steep for |1.00

 | surface | | surface |

 | application | | application |

 | Too steep for |1.00 | Too acid |1.00

 | sprinkler | | |

 | application | | |

 | Too acid |1.00 | |

 | Depth to bedrock |0.42 | |

 | | | |

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 |

 | | | |
La Crosse County, Wisconsin 307

Table 22b.--Agricultural Waste Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Disposal of | Overland flow of

 and soil name | wastewater | wastewater

 | by irrigation | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

2020: | | | |

 Urban land, valley | | | |

 trains-------------|Not rated | |Not rated |

 | | | |

2030: | | | |

 Udorthents, cut or | | | |

 fill---------------|Not rated | |Not rated |

 | | | |

 Udipsamments, cut or| | | |

 fill---------------|Not rated | |Not rated |

 | | | |

2040: | | | |

 Udipsamments, dredge| | | |

 material-----------|Not rated | |Not rated |

 | | | |

2050: | | | |

 Landfill------------|Not rated | |Not rated |

 | | | |

M-W: | | | |

 Miscellaneous water |Not rated | |Not rated |

 | | | |

W: | | | |

 Water---------------|Not rated | |Not rated |

 | | | | _________________________________________________________________________

309

Data relating to soil properties are collected during the course of the soil survey.

Soil properties are ascertained by field examination of the soils and by laboratory

index testing of some benchmark soils. Established standard procedures are followed.

During the survey, many shallow borings are made and examined to identify and

classify the soils and to delineate them on the soil maps. Samples are taken from

some typical profiles and tested in the laboratory to determine particle-size

distribution, plasticity, and compaction characteristics.

Estimates of soil properties are based on field examinations, on laboratory tests of

samples from the survey area, and on laboratory tests of samples of similar soils in

nearby areas. Tests verify field observations, verify properties that cannot be estimated

accurately by field observation, and help to characterize key soils.

The estimates of soil properties are shown in tables. They include engineering index

properties, physical and chemical properties, and pertinent soil and water features.

Engineering Index Properties

Table 23 gives the engineering classifications and the range of index properties for

the layers of each soil in the survey area.

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

Soil Properties
310 Soil Survey of

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.

Depth to the upper and lower boundaries of each layer is indicated.

Texture is given in the standard terms used by the U.S. Department of Agriculture.

These terms are defined according to percentages of sand, silt, and clay in the fraction

of the soil that is less than 2 millimeters in diameter. “Loam,” for example, is soil that is

7 to 27 percent clay, 28 to 50 percent silt, and less than 52 percent sand. If the content

of particles coarser than sand is 15 percent or more, an appropriate modifier is added,

for example, “gravelly.” Textural terms are defined in the Glossary.

Classification of the soils is determined according to the Unified soil classification

system (ASTM, 2005) and the system adopted by the American Association of State

Highway and Transportation Officials (AASHTO, 2004).

The Unified system classifies soils according to properties that affect their use as

construction material. Soils are classified according to particle-size distribution of the

fraction less than 3 inches in diameter and according to plasticity index, liquid limit,

and organic matter content. Sandy and gravelly soils are identified as GW, GP, GM,

GC, SW, SP, SM, and SC; silty and clayey soils as ML, CL, OL, MH, CH, and OH; and

highly organic soils as PT. Soils exhibiting engineering properties of two groups can

have a dual classification, for example, CL-ML.

The AASHTO system classifies soils according to those properties that affect

roadway construction and maintenance. In this system, the fraction of a mineral soil

that is less than 3 inches in diameter is classified in one of seven groups from A-1

through A-7 on the basis of particle-size distribution, liquid limit, and plasticity index.

Soils in group A-1 are coarse grained and low in content of fines (silt and clay). At the

other extreme, soils in group A-7 are fine grained. Highly organic soils are classified in

group A-8 on the basis of visual inspection.

If laboratory data are available, the A-1, A-2, and A-7 groups are further classified

as A-1-a, A-1-b, A-2-4, A-2-5, A-2-6, A-2-7, A-7-5, or A-7-6. As an additional

refinement, the suitability of a soil as subgrade material can be indicated by a group

index number. Group index numbers range from 0 for the best subgrade material to 20

or higher for the poorest.

Rock fragments larger than 10 inches in diameter and 3 to 10 inches in diameter

are indicated as a percentage of the total soil on a dry-weight basis. The percentages

are estimates determined mainly by converting volume percentage in the field to

weight percentage.

Percentage (of soil particles) passing designated sieves is the percentage of the

soil fraction less than 3 inches in diameter based on an ovendry weight. The sieves,

numbers 4, 10, 40, and 200 (USA Standard Series), have openings of 4.76, 2.00,

0.420, and 0.074 millimeters, respectively. Estimates are based on laboratory tests of

soils sampled in the survey area and in nearby areas and on estimates made in the

field.

Liquid limit and plasticity index (Atterberg limits) indicate the plasticity

characteristics of a soil. The estimates are based on test data from the survey area or

from nearby areas and on field examination.

The estimates of particle-size distribution, liquid limit, and plasticity index are

generally rounded to the nearest 5 percent. Thus, if the ranges of gradation and

Atterberg limits extend a marginal amount (1 or 2 percentage points) across

classification boundaries, the classification in the marginal zone is generally omitted in

the table.
La Crosse County, Wisconsin 311

Physical Properties

Table 24 shows estimates of some physical characteristics and features that affect

soil behavior. These estimates are given for the layers of each soil in the survey area.

The estimates are based on field observations and on test data for these and similar

soils.

Depth to the upper and lower boundaries of each layer is indicated.

Clay as a soil separate consists of mineral soil particles that are less than 0.002

millimeter in diameter. In table 24, the estimated clay content of each soil layer is given

as a percentage, by weight, of the soil material that is less than 2 millimeters in

diameter.

The amount and kind of clay affect the fertility and physical condition of the soil and

the ability of the soil to adsorb cations and to retain moisture. They influence shrinkswell potential, permeability, plasticity, the ease of soil dispersion, and other soil

properties. The amount and kind of clay in a soil also affect tillage and earthmoving

operations.

Moist bulk density is the weight of soil (ovendry) per unit volume. Volume is

measured when the soil is at field moisture capacity, that is, the moisture content at

1

/3- or 1/10-bar (33kPa or 10kPa) moisture tension. Weight is determined after the soil is

dried at 105 degrees C. In the table, the estimated moist bulk density of each soil

horizon is expressed in grams per cubic centimeter of soil material that is less than 2

millimeters in diameter. Bulk density data are used to compute shrink-swell potential,

available water capacity, total pore space, and other soil properties. The moist bulk

density of a soil indicates the pore space available for water and roots. Depending on

soil texture, a bulk density of more than 1.4 can restrict water storage and root

penetration. Moist bulk density is influenced by texture, kind of clay, content of organic

matter, and soil structure.

Permeability refers to the ability of a soil to transmit water or air. The term

“permeability,” as used in soil surveys, indicates saturated hydraulic conductivity (Ksat ).

The estimates in the table indicate the rate of water movement, in inches per hour,

when the soil is saturated. They are based on soil characteristics observed in the field,

particularly structure, porosity, and texture. Permeability is considered in the design of

soil drainage systems and septic tank absorption fields.

Available water capacity refers to the quantity of water that the soil is capable of

storing for use by plants. The capacity for water storage is given in inches of water per

inch of soil for each soil layer. The capacity varies, depending on soil properties that

affect retention of water. The most important properties are the content of organic

matter, soil texture, bulk density, and soil structure. Available water capacity is an

important factor in the choice of plants or crops to be grown and in the design and

management of irrigation systems. Available water capacity is not an estimate of the

quantity of water actually available to plants at any given time.

Linear extensibility refers to the change in length of an unconfined clod as moisture

content is decreased from a moist to a dry state. It is an expression of the volume

change between the water content of the clod at 1/3- or 1/10-bar tension (33kPa or

10kPa tension) and oven dryness. The volume change is reported in the table as

percent change for the whole soil. Volume change is influenced by the amount and

type of clay minerals in the soil.

Linear extensibility is used to determine the shrink-swell potential of soils. The

shrink-swell potential is low if the soil has a linear extensibility of less than 3 percent;

moderate if 3 to 6 percent; high if 6 to 9 percent; and very high if more than 9 percent.

If the linear extensibility is more than 3, shrinking and swelling can cause damage to

buildings, roads, and other structures and to plant roots. Special design commonly is

needed.
312 Soil Survey of

Organic matter is the plant and animal residue in the soil at various stages of

decomposition. In table 24, the estimated content of organic matter is expressed as a

percentage, by weight, of the soil material that is less than 2 millimeters in diameter.

The content of organic matter in a soil can be maintained by returning crop residue

to the soil. Organic matter has a positive effect on available water capacity, water

infiltration, soil organism activity, and tilth. It is a source of nitrogen and other nutrients

for crops and soil organisms.

Erosion factors are shown in table 24 as the K factor (Kw and Kf) and the T factor.

Erosion factor K indicates the susceptibility of a soil to sheet and rill erosion by water.

Factor K is one of several factors used in the Universal Soil Loss Equation (USLE) and

the Revised Universal Soil Loss Equation (RUSLE) to predict the average annual rate

of soil loss by sheet and rill erosion in tons per acre per year. The estimates are based

primarily on percentage of silt, sand, and organic matter and on soil structure and

permeability. Values of K range from 0.02 to 0.69. Other factors being equal, the higher

the value, the more susceptible the soil is to sheet and rill erosion by water.

Erosion factor Kw indicates the erodibility of the whole soil. The estimates are

modified by the presence of rock fragments.

Erosion factor Kf indicates the erodibility of the fine-earth fraction, or the material

less than 2 millimeters in size.

Erosion factor T is an estimate of the maximum average annual rate of soil erosion

by wind or water that can occur without affecting crop productivity over a sustained

period. The rate is in tons per acre per year.

Wind erodibility groups are made up of soils that have similar properties affecting

their susceptibility to wind erosion in cultivated areas. The soils assigned to group 1

are the most susceptible to wind erosion, and those assigned to group 8 are the least

susceptible. The groups are described in the “National Soil Survey Handbook” (USDA,

NRCS).

Wind erodibility index is a numerical value indicating the susceptibility of soil to wind

erosion, or the tons per acre per year that can be expected to be lost to wind erosion.

There is a close correlation between wind erosion and the texture of the surface layer,

the size and durability of surface clods, rock fragments, organic matter, and a

calcareous reaction. Soil moisture and frozen soil layers also influence wind erosion.

Chemical Properties

Table 25 shows estimates of some chemical characteristics and features that affect

soil behavior. These estimates are given for the layers of each soil in the survey area.

The estimates are based on field observations and on test data for these and similar

soils.

Depth to the upper and lower boundaries of each layer is indicated.

Cation-exchange capacity is the total amount of extractable bases that can be held

by the soil, expressed in terms of milliequivalents per 100 grams of soil at neutrality

(pH 7.0) or at some other stated pH value. Soils having a low cation-exchange

capacity hold fewer cations and may require more frequent applications of fertilizer

than soils having a high cation-exchange capacity. The ability to retain cations reduces

the hazard of ground-water pollution.

Effective cation-exchange capacity refers to the sum of extractable bases plus

aluminum expressed in terms of milliequivalents per 100 grams of soil. It is determined

for soils that have pH of less than 5.5.

Soil reaction is a measure of acidity or alkalinity. The pH of each soil horizon is

based on many field tests. For many soils, values have been verified by laboratory

analyses. Soil reaction is important in selecting crops and other plants, in evaluating

soil amendments for fertility and stabilization, and in determining the risk of corrosion.
La Crosse County, Wisconsin 313

Calcium carbonate equivalent is the percent of carbonates, by weight, in the fraction

of the soil less than 2 millimeters in size. The availability of plant nutrients is influenced

by the amount of carbonates in the soil. Incorporating nitrogen fertilizer into calcareous

soils helps to prevent nitrite accumulation and ammonium-N volatilization.

Water Features

Soil moisture status is an estimate of the fluctuating water content in a soil. It greatly

influences vegetation type and plant growth; physical properties of soils, such as

permeability, workability, strength, linear extensibility, and frost action; and chemical

interactions and transport. Many other properties, qualities, and interpretations also

are affected. Soil moisture status is important in the classification of soils, wetland, and

habitat.

Table 26 gives estimates of soil moisture for each component of a map unit at

various depths for every month of the year. The depths displayed are representative

values that are indicative of conditions that occur most commonly. Dry indicates a

moisture condition under which most plants (especially crops) cannot extract water for

growth. Moist indicates a moisture condition under which soil water is most readily

available for plant growth. Wet indicates a condition under which water will stand in an

unlined hole or at least a condition under which the soil is too wet for the growth of

most agricultural species. A moisture status of 4.0-6.7 (wet) indicates that most of the

time the component is saturated at some depth between 4.0 feet and 6.7 feet during

the month designated. In some years the soil may be saturated at a depth of less than

4.0 feet or more than 6.7 feet; however, field observations indicate that the soil will be

saturated between these depths in most years. In the summer, the soil may show the

effects of drying plus intermittent rains that result in a moist or wet layer over a dry

layer that gets moist or wet again.

Flooding, the temporary covering of the soil surface by flowing water, is caused by

overflow from streams or by runoff from adjacent slopes. Shallow water standing or

flowing for short periods after rainfall or snowmelt is not considered flooding. Standing

water in marshes and swamps or in closed depressions is considered to be ponding.

Table 27 gives estimates of the frequency and duration of flooding for every month

of the year. Flooding frequency is the annual probability of a flood event expressed as

a class. None indicates no reasonable possibility of flooding (the chance of flooding is

nearly 0 percent in any year, or flooding is likely less than once in 500 years). Very

rare indicates that flooding is very unlikely but possible under extremely unusual

weather conditions (the chance of flooding is less than 1 percent in any year, or

flooding is likely less than once in 100 years but more than once in 500 years). Rare

indicates that flooding is unlikely but possible under unusual weather conditions (the

chance of flooding is 1 to 5 percent in any year, or flooding is likely 1 to 5 times in 100

years). Occasional indicates that flooding occurs infrequently under usual weather

conditions (the chance of flooding is 5 to 50 percent in any year, or flooding is likely 5

to 50 times in 100 years). Frequent indicates that flooding is likely to occur often under

usual weather conditions (the chance of flooding is more than 50 percent in any year,

or flooding is likely more than 50 times in 100 years; but the chance of flooding is less

than 50 percent in all months in any year). Very frequent indicates that flooding is likely

to occur very often under usual weather conditions (the chance of flooding is more

than 50 percent in all months of any year).

Flooding duration is the average duration of inundation per flood occurrence

expressed as a class. Extremely brief is 0.1 hour to 4.0 hours; very brief is 4 to 48

hours; brief is 2 to 7 days; long is 7 to 30 days; and very long is more than 30 days.

About two-thirds to three-fourths of all flooding occurs during the stated period.
314 Soil Survey of

The information on flooding is based on evidence in the soil profile, namely thin

strata of gravel, sand, silt, or clay deposited by floodwater; irregular decrease in

organic matter content with increasing depth; and little or no horizon development.

Also considered are local information about the extent and level of flooding and the

relation of each soil on the landscape to historic floods. Information on the extent of

flooding based on soil data is less specific than that provided by detailed engineering

surveys that delineate flood-prone areas at specific flood frequency levels.

Ponding is standing water in a closed depression. Unless a drainage system is

installed, the water is removed only by percolation, transpiration, or evaporation.

Table 28 gives estimates of the frequency, duration, and depth of ponding for every

month of the year. The depths displayed are representative values that are indicative of

conditions that occur most commonly.

Ponding frequency is the number of times ponding occurs over a period of time.

None indicates no reasonable possibility of ponding (the chance of ponding is nearly 0

percent in any year). Rare indicates that ponding is unlikely but possible under unusual

weather conditions (the chance of ponding ranges from nearly 0 percent to 5 percent

in any year, or ponding is likely 0 to 5 times in 100 years). Occasional indicates that

ponding is expected infrequently under usual weather conditions (the chance of

ponding ranges from 5 to 50 percent in any one year, or ponding is likely 5 to 50 times

in 100 years). Frequent indicates that ponding is likely to occur under usual weather

conditions (the chance of ponding is more than 50 percent in any year, or ponding is

likely more than 50 times in 100 years).

Ponding duration is the average length of time of the ponding occurrence. It is

expressed as very brief (less than 2 days), brief (2 to 7 days), long (7 to 30 days), and

very long (more than 30 days).

Soil Features

Table 29 gives estimates of various soil features. The estimates are used in land

use planning that involves engineering considerations.

A restrictive layer is a nearly continuous layer that has one or more physical,

chemical, or thermal properties that significantly impede the movement of water and

air through the soil or that restrict roots or otherwise provide an unfavorable root

environment. Examples are bedrock, cemented layers, dense layers, and frozen

layers. The table indicates the hardness of the restrictive layer, which significantly

affects the ease of excavation. Depth to top is the vertical distance from the soil

surface to the upper boundary of the restrictive layer.

Subsidence is the settlement of organic soils or of saturated mineral soils of very

low density. Subsidence generally results from either desiccation and shrinkage or

oxidation of organic material, or both, following drainage. Subsidence takes place

gradually, usually over a period of several years. The table shows the expected initial

subsidence, which usually is a result of drainage, and total subsidence, which results

from a combination of factors.

Potential for frost action is the likelihood of upward or lateral expansion of the soil

caused by the formation of segregated ice lenses (frost heave) and the subsequent

collapse of the soil and loss of strength on thawing. Frost action occurs when moisture

moves into the freezing zone of the soil. Temperature, texture, density, permeability,

content of organic matter, and depth to the water table are the most important factors

considered in evaluating the potential for frost action. It is assumed that the soil is not

insulated by vegetation or snow and is not artificially drained. Silty and highly

structured, clayey soils that have a zone of saturation close to the surface in winter are

the most susceptible to frost action. Well drained, very gravelly, or very sandy soils are

the least susceptible. Frost heave and low soil strength during thawing cause damage

to pavements and other rigid structures.
La Crosse County, Wisconsin 315

Risk of corrosion pertains to potential soil-induced electrochemical or chemical

action that corrodes or weakens uncoated steel or concrete. The rate of corrosion of

uncoated steel is related to such factors as soil moisture, particle-size distribution,

acidity, and electrical conductivity of the soil. The rate of corrosion of concrete is based

mainly on the sulfate and sodium content, texture, moisture content, and acidity of the

soil. Special site examination and design may be needed if the combination of factors

results in a severe hazard of corrosion. The steel or concrete in installations that

intersect soil boundaries or soil layers is more susceptible to corrosion than the steel

or concrete in installations that are entirely within one kind of soil or within one soil

layer.

For uncoated steel, the risk of corrosion, expressed as low, moderate, or high, is

based on soil drainage class, total acidity, electrical resistivity near field capacity, and

electrical conductivity of the saturation extract.

For concrete, the risk of corrosion also is expressed as low, moderate, or high. It is

based on soil texture, acidity, and amount of sulfates in the saturation extract.
Table 23.--Engineering Index Properties (Absence of an entry indicates that data were not estimated) _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 20A: | | | | | | | | | |  Palms-----------| A/D | 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--------| A/D | 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 | ---  | | | | | | | | | | 21A: | | | | | | | | | |  Palms-----------| D | 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 | | | | | | |  | | | | | | | | | | 30A: | | | | | | | | | |  Adder-----------| D | 0-22 |Muck |PT |A-8 | 0 | 0 | --- | --- | ---  | | 22-60 |Sand, coarse |SM, SP-SM |A-1, A-2-4, | 0 | 0 |95-100|90-100|45-90  | | | sand, fine | | A-3 | | | | |  | | | sand | | | | | | |  | | | | | | | | | | 110D3: | | | | | | | | | |  Timula----------| B | 0-9 |Silt loam |CL-ML, ML |A-4 | 0 | 0 | 100 | 100 |95-10 | | 9-28 |Silt loam, silt|ML, CL-ML |A-4 | 0 | 0 | 100 | 100 |95-10 | | 28-60 |Silt loam, silt|ML |A-4 | 0 | 0 | 100 | 100 |95-10 | | | | | | | | | | 110E2: | | | | | | | | | |  Timula----------| B | 0-9 |Silt loam |ML, CL-ML |A-4 | 0 | 0 | 100 | 100 |95-10 | | 9-28 |Silt loam, silt|CL-ML, ML |A-4 | 0 | 0 | 100 | 100 |95-10 | | 28-60 |Silt loam, silt|ML |A-4 | 0 | 0 | 100 | 100 |95-10 | | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued ______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |___________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 114B2: | | | | | | | | | |  Mt. Carroll-----| B | 0-9 |Silt loam |CL-ML, CL |A-6, A-4 | 0 | 0 | 100 | 100 | 100  | | 9-12 |Silt loam |CL-ML, CL |A-6, A-4 | 0 | 0 | 100 | 100 | 100  | | 12-46 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | | 46-80 |Silt loam, silt|CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | | | | | | | | | | 115C2: | | | | | | | | | |  Seaton----------| B | 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----------| B | 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----------| B | 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------| B | 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------| B | 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------| B | 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 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 126B: | | | | | | | | | |  Barremills------| B | 0-27 |Silt loam |CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 |90-10 | | 27-65 |Silt loam |CL-ML, CL |A-6, A-4 | 0 | 0 | 100 | 100 |90-10 | | 65-80 |Silt loam |CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 |85-10 | | | | | | | | | | 132B2: | | | | | | | | | |  Brinkman--------| B | 0-9 |Silt loam |CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 |90-10 | | 9-71 |Silt loam, |CL |A-4, A-6 | 0 | 0 |95-100|95-100|90-10 | | | silty clay | | | | | | |  | | | loam | | | | | | |  | | 71-80 |Clay, silty |CH, SC |A-7 | 0-10 | 0-25 |55-100|50-100|45-90  | | | clay, channery| | | | | | |  | | | clay, silty | | | | | | |  | | | clay loam, | | | | | | |  | | | clay loam, | | | | | | |  | | | flaggy clay | | | | | | |  | | | loam | | | | | | |  | | | | | | | | | | 132C2: | | | | | | | | | |  Brinkman--------| B | 0-9 |Silt loam |CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 |90-10 | | 9-71 |Silt loam, |CL |A-4, A-6 | 0 | 0 |95-100|95-100|90-10 | | | silty clay | | | | | | |  | | | loam | | | | | | |  | | 71-80 |Clay, silty |CH, SC |A-7 | 0-10 | 0-25 |55-100|50-100|45-90  | | | clay, channery| | | | | | |  | | | clay, silty | | | | | | |  | | | clay loam, | | | | | | |  | | | clay loam, | | | | | | |  | | | flaggy clay | | | | | | |  | | | loam | | | | | | |  | | | | | | | | | | 133B2: | | | | | | | | | |  Valton----------| B | 0-9 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 |75-100|75-100|70-10 | | 9-22 |Silt loam, |CL |A-4, A-6, A-7| 0 | 0 |75-100|75-100|70-10 | | | silty clay | | | | | | |  | | | loam | | | | | | |  | | 22-60 |Clay, silty |CH, SC |A-7 | 0-10 | 0-25 |55-100|50-100|45-95  | | | clay, channery| | | | | | |  | | | clay, silty | | | | | | |  | | | clay loam, | | | | | | |  | | | clay loam, | | | | | | |  | | | flaggy clay | | | | | | |  | | | loam | | | | | | |  | | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued ______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |___________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 133C2: | | | | | | | | | |  Valton----------| B | 0-9 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 |75-100|75-100|70-10 | | 9-22 |Silt loam, |CL |A-4, A-6, A-7| 0 | 0 |75-100|75-100|70-10 | | | silty clay | | | | | | |  | | | loam | | | | | | |  | | 22-60 |Clay, silty |CH, SC |A-7 | 0-10 | 0-25 |55-100|50-100|45-95  | | | clay, channery| | | | | | |  | | | clay, silty | | | | | | |  | | | clay loam, | | | | | | |  | | | clay loam, | | | | | | |  | | | flaggy clay | | | | | | |  | | | loam | | | | | | |  | | | | | | | | | | 133D2: | | | | | | | | | |  Valton----------| B | 0-9 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 |75-100|75-100|70-10 | | 9-22 |Silt loam, |CL |A-4, A-6, A-7| 0 | 0 |75-100|75-100|70-10 | | | silty clay | | | | | | |  | | | loam | | | | | | |  | | 22-60 |Clay, silty |CH, SC |A-7 | 0-10 | 0-25 |55-100|50-100|45-95  | | | clay, channery| | | | | | |  | | | clay, silty | | | | | | |  | | | clay loam, | | | | | | |  | | | clay loam, | | | | | | |  | | | flaggy clay | | | | | | |  | | | loam | | | | | | |  | | | | | | | | | | 134C2: | | | | | | | | | |  Lamoille--------| C | 0-9 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0-2 |80-100|75-100|70-10 | | 9-13 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0-2 |80-100|75-100|70-10 | | 13-27 |Clay, clay |CH, GC, SC, |A-7 | 0-10 | 5-25 |65-95 |55-85 |50-80  | | | loam, gravelly| CL | | | | | |  | | | clay, silty | | | | | | |  | | | clay loam, | | | | | | |  | | | silty clay | | | | | | |  | | 27-37 |Extremely |SC, GC |A-2-6, A-6, | 1-20 |10-50 |30-75 |25-65 |15-55  | | | cobbly loam, | | A-7 | | | | |  | | | very cobbly | | | | | | |  | | | clay loam | | | | | | |  | | 37-60 |Very cobbly |GC, GC-GM |A-1, A-2-4, | 1-20 |45-60 |25-60 |20-55 |15-50  | | | loam, | | A-4 | | | | |  | | | extremely | | | | | | |  | | | cobbly sandy | | | | | | |  | | | loam | | | | | | |  | | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 134D2: | | | | | | | | | |  Lamoille--------| C | 0-9 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0-2 |80-100|75-100|70-10 | | 9-13 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0-2 |80-100|75-100|70-10 | | 13-27 |Clay, clay |CH, GC, SC, |A-7 | 0-10 | 5-25 |65-95 |55-85 |50-80  | | | loam, gravelly| CL | | | | | |  | | | clay, silty | | | | | | |  | | | clay loam, | | | | | | |  | | | silty clay | | | | | | |  | | 27-37 |Extremely |SC, GC |A-2-6, A-6, | 1-20 |10-50 |30-75 |25-65 |15-55  | | | cobbly loam, | | A-7 | | | | |  | | | very cobbly | | | | | | |  | | | clay loam | | | | | | |  | | 37-60 |Extremely |GC, GC-GM |A-1, A-2-4, | 1-20 |45-60 |25-60 |20-55 |15-50  | | | cobbly sandy | | A-4 | | | | |  | | | loam, very | | | | | | |  | | | cobbly loam | | | | | | |  | | | | | | | | | | 163E2: | | | | | | | | | |  Elbaville-------| B | 0-8 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |90-10 | | 8-11 |Silt loam, silt|CL-ML, CL |A-6, 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 |35-75 |35-75 |15-50  | | | flaggy sandy | | | | | | |  | | | loam, very | | | | | | |  | | | channery loam,| | | | | | |  | | | very flaggy | | | | | | |  | | | loamy sand, | | | | | | |  | | | extremely | | | | | | |  | | | channery sand | | | | | | |  | | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 202C2: | | | | | | | | | |  Lambeau---------| B | 0-9 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |95-10 | | 9-42 |Silt loam, |CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-10 | | | silty clay | | | | | | |  | | | loam | | | | | | |  | | 42-54 |Loam, sandy |CL-ML, SC-SM,|A-2-4, A-4 | 0 | 0 |80-100|75-100|60-95  | | | loam, fine | SC, CL | | | | | |  | | | sandy loam | | | | | | |  | | 54-64 |Sand, fine |SP, SP-SM |A-1-b, A-3 | 0 | 0-2 |55-100|50-100|30-90  | | | sand, channery| | | | | | |  | | | sand | | | | | | |  | | 64-80 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | | bedrock | | | | | | |  | | | | | | | | | | 202D2: | | | | | | | | | |  Lambeau---------| B | 0-9 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |95-10 | | 9-42 |Silt loam, |CL |A-4, A-6 | 0 | 0 | 100 | 100 |95-10 | | | silty clay | | | | | | |  | | | loam | | | | | | |  | | 42-54 |Loam, sandy |CL-ML, SC-SM,|A-2-4, A-4 | 0 | 0 |80-100|75-100|60-95  | | | loam, fine | SC, CL | | | | | |  | | | sandy loam | | | | | | |  | | 54-64 |Sand, fine |SP, SP-SM |A-1-b, A-3 | 0 | 0-2 |55-100|50-100|30-90  | | | sand, channery| | | | | | |  | | | sand | | | | | | |  | | 64-80 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | | bedrock | | | | | | |  | | | | | | | | | | 213D2: | | | | | | | | | |  Hixton----------| B | 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 | | | | | | |  | | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 213E2: | | | | | | | | | |  Hixton----------| B | 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--------| B | 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 | | | | | | |  | | | | | | | | | | 224C2: | | | | | | | | | |  Elevasil--------| B | 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 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 224D2: | | | | | | | | | |  Elevasil--------| B | 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 | | | | | | |  | | | | | | | | | | 233C: | | | | | | | | | |  Boone-----------| A | 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 | | | | | | |  | | | | | | | | | | 253C2: | | | | | | | | | |  Greenridge------| B | 0-9 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |95-10 | | 9-50 |Silt loam, |CL |A-6, A-4 | 0 | 0 | 100 | 100 |95-10 | | | silty clay | | | | | | |  | | | loam | | | | | | |  | | 50-69 |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 | | | | | | |  | | 69-80 |Weathered | --- | --- | --- | --- | 0 | 0 | ---  | | | bedrock | | | | | | |  | | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 253D2: | | | | | | | | | |  Greenridge------| B | 0-9 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |95-10 | | 9-50 |Silt loam, |CL |A-6, A-4 | 0 | 0 | 100 | 100 |95-10 | | | silty clay | | | | | | |  | | | loam | | | | | | |  | | 50-69 |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 | | | | | | |  | | 69-80 |Weathered | --- | --- | --- | --- | 0 | 0 | ---  | | | bedrock | | | | | | |  | | | | | | | | | | 254C2: | | | | | | | | | |  Norden----------| B | 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----------| B | 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----------| B | 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 | | | | | | |  | | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage passi Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number--  and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 296B: | | | | | | | | | |  Ludington-------| C | 0-1 |Moderately | --- |A-8 | 0 | 0 | --- | --- | ---  | | | decomposed | | | | | | |  | | | plant material| | | | | | |  | | 1-4 |Sand |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-70  | | | | | A-3 | | | | |  | | 4-11 |Sand, coarse |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-95  | | | sand, loamy | | A-3 | | | | |  | | | sand | | | | | | |  | | 11-16 |Sand, coarse |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-95  | | | sand, loamy | | A-3 | | | | |  | | | sand | | | | | | |  | | 16-33 |Sand, coarse |SM, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-95  | | | sand, loamy | | A-3 | | | | |  | | | sand | | | | | | |  | | 33-39 |Loam, sandy |CL, CL-ML, |A-2, A-4, | 0 | 0 |80-100|75-95 |45-90  | | | clay loam, | SC, SC-SM | A-6, A-7 | | | | |  | | | clay loam, | | | | | | |  | | | sandy loam, | | | | | | |  | | | very fine | | | | | | |  | | | sandy loam, | | | | | | |  | | | silty clay | | | | | | |  | | | loam | | | | | | |  | | 39-60 |Weathered | --- | --- | --- | --- | 0 | 0 | ---  | | | bedrock | | | | | | |  | | | | | | | | | | 312B2: | | | | | | | | | |  Festina---------| B | 0-7 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | | 7-12 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 | 100  | | 12-38 |Silt loam, |CL |A-6 | 0 | 0 | 100 | 100 | 100  | | | silty clay | | | | | | |  | | | loam | | | | | | |  | | 38-68 |Silt loam |CL |A-6 | 0 | 0 | 100 | 100 | 100  | | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 318A: | | | | | | | | | |  Bearpen---------| C | 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 | | | | | | |  | | | | | | | | | | 326B2: | | | | | | | | | |  Medary----------| C | 0-7 |Silt loam |CL |A-6, A-4 | 0 | 0 | 100 | 100 |80-10 | | 7-14 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 |80-10 | | 14-30 |Stratified clay|CH, CL |A-7 | 0 | 0 | 100 | 100 |85-10 | | | to silty clay | | | | | | |  | | | loam | | | | | | |  | | 30-60 |Stratified clay|CH, CL |A-6, A-7 | 0 | 0 | 100 | 100 |85-10 | | | to silt loam | | | | | | |  | | | | | | | | | | 326F: | | | | | | | | | |  Medary----------| C | 0-3 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 |80-10 | | 3-14 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 |80-10 | | 14-30 |Stratified clay|CH, CL |A-7 | 0 | 0 | 100 | 100 |85-10 | | | to silty clay | | | | | | |  | | | loam | | | | | | |  | | 30-60 |Stratified clay|CH, CL |A-6, A-7 | 0 | 0 | 100 | 100 |85-10 | | | to silt loam | | | | | | |  | | | | | | | | | | 336A: | | | | | | | | | |  Toddville-------| B | 0-20 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 |90-10 | | 20-41 |Silt loam, |CL |A-6 | 0 | 0 | 100 | 100 |90-10 | | | silty clay | | | | | | |  | | | loam | | | | | | |  | | 41-50 |Stratified silt|CL, CL-ML, |A-4, A-6 | 0 | 0 | 100 | 100 |85-10 | | | loam to sandy | SC, SC-SM | | | | | |  | | | loam | | | | | | |  | | 50-60 |Stratified sand|SM, SP-SM |A-2-4, A-3 | 0 | 0 | 100 | 100 |65-90  | | | to loamy fine | | | | | | |  | | | sand | | | | | | |  | | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 403A: | | | | | | | | | |  Dakota----------| B | 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 | | | | | | |  | | | | | | | | | | 413A: | | | | | | | | | |  Rasset----------| B | 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 | | | | | | |  | | | | | | | | | | 424B: | | | | | | | | | |  Merit-----------| B | 0-9 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |85-10 | | 9-12 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 |85-10 | | 12-30 |Loam, sandy |CL, SC |A-2-4, A-2-6,| 0 | 0 |80-100|75-100|60-95  | | | loam, sandy | | A-4, A-6 | | | | |  | | | clay loam | | | | | | |  | | 30-60 |Stratified sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 |80-100|75-100|55-95  | | | to fine sandy | | | | | | |  | | | loam | | | | | | |  | | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 424D2: | | | | | | | | | |  Merit-----------| B | 0-9 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |85-10 | | 9-12 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 |85-10 | | 12-30 |Loam, sandy |CL, SC |A-2-4, A-2-6,| 0 | 0 |80-100|75-100|60-95  | | | loam, sandy | | A-4, A-6 | | | | |  | | | clay loam | | | | | | |  | | 30-60 |Stratified sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 |80-100|75-100|55-95  | | | to fine sandy | | | | | | |  | | | loam | | | | | | |  | | | | | | | | | | 424F: | | | | | | | | | |  Merit-----------| B | 0-3 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |85-10 | | 3-12 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 |85-10 | | 12-30 |Loam, sandy |CL, SC |A-2-4, A-2-6,| 0 | 0 |80-100|75-100|60-95  | | | loam, sandy | | A-4, A-6 | | | | |  | | | clay loam | | | | | | |  | | 30-60 |Stratified sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 |80-100|75-100|55-95  | | | to fine sandy | | | | | | |  | | | loam | | | | | | |  | | | | | | | | | | 433B: | | | | | | | | | |  Forkhorn--------| B | 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----------| B | 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 | | | | | | |  | | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 434C2: | | | | | | | | | |  Bilson----------| B | 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 | | | | | | |  | | | | | | | | | | 446A: | | | | | | | | | |  Merimod---------| B | 0-9 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |85-10 | | 9-17 |Silt loam |CL |A-4, A-6 | 0 | 0 | 100 | 100 |85-10 | | 17-32 |Loam, sandy |CL, SC |A-2-4, A-2-6,| 0 | 0 |80-100|75-100|60-95  | | | loam, sandy | | A-4, A-6 | | | | |  | | | clay loam | | | | | | |  | | 32-52 |Stratified sand|SP, SM, SP-SM|A-2-4, A-3 | 0 | 0 |80-100|75-100|55-90  | | | to loamy sand | | | | | | |  | | 52-60 |Stratified sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 |80-100|75-100|55-90  | | | to fine sandy | | | | | | |  | | | loam | | | | | | |  | | | | | | | | | | 456A: | | | | | | | | | |  Bilmod----------| B | 0-9 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0 | 0 |80-100|75-100|60-90  | | 9-24 |Sandy loam, |CL, ML, SC, |A-2-4, A-4 | 0 | 0 |80-100|75-100|60-90  | | | loam, fine | SM | | | | | |  | | | sandy loam | | | | | | |  | | 24-32 |Loamy sand, |SM, SP-SM |A-2-4, A-3 | 0 | 0 |80-100|75-100|55-90  | | | sand | | | | | | |  | | 32-46 |Stratified sand|SP, SM, SP-SM|A-2-4, A-3 | 0 | 0 |80-100|75-100|55-90  | | | to loamy sand | | | | | | |  | | 46-60 |Stratified sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 |80-100|75-100|55-90  | | | to sandy loam | | | | | | |  | | | | | | | | | | 458A: | | | | | | | | | |  Hoop------------| C | 0-11 |Sandy loam |SC-SM, SM |A-2-4, A-4 | 0 | 0 |80-100|75-100|60-90  | | 11-24 |Sandy loam, |CL, CL-ML, |A-2-4, A-4 | 0 | 0 |80-100|75-100|60-95  | | | fine sandy | SC, SC-SM | | | | | |  | | | loam, loam | | | | | | |  | | 24-34 |Sand, loamy |SM, SP-SM |A-2-4, A-3 | 0 | 0 |80-100|75-100|55-90  | | | sand | | | | | | |  | | 34-60 |Sand |SP, SP-SM |A-3 | 0 | 0 |80-100|75-100|55-90  | | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 483B2: | | | | | | | | | |  Brice-----------| B | 0-9 |Loamy fine sand|SM |A-2-4 | 0 | 0 | 100 | 100 |75-10 | | 9-23 |Fine sand |SM |A-2-4 | 0 | 0 | 100 | 100 |75-10 | | 23-35 |Fine sandy |SC-SM, SM |A-4, A-2-4 | 0 | 0 | 100 | 100 |75-10 | | | loam, loamy | | | | | | |  | | | fine sand | | | | | | |  | | 35-42 |Fine sand |SM |A-2-4 | 0 | 0 | 100 | 100 |75-10 | | 42-80 |Stratified fine|SM |A-2-4, A-4 | 0 | 0 | 100 | 100 |75-10 | | | sand to fine | | | | | | |  | | | sandy loam | | | | | | |  | | | | | | | | | | 501A: | | | | | | | | | |  Finchford-------| A | 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---------| A | 0-9 |Fine sand |SM |A-2-4 | 0 | 0 | 100 | 100 |75-10 | | 9-30 |Fine sand, |SM |A-2-4 | 0 | 0 | 100 | 100 |75-10 | | | loamy fine | | | | | | |  | | | sand | | | | | | |  | | 30-80 |Stratified fine|SM |A-2-4, A-4 | 0 | 0 | 100 | 100 |75-10 | | | sand to fine | | | | | | |  | | | sandy loam | | | | | | |  | | | | | | | | | | 502C2: | | | | | | | | | |  Chelsea---------| A | 0-9 |Fine sand |SM |A-2-4 | 0 | 0 | 100 | 100 |75-10 | | 9-30 |Fine sand, |SM |A-2-4 | 0 | 0 | 100 | 100 |75-10 | | | loamy fine | | | | | | |  | | | sand | | | | | | |  | | 30-80 |Stratified fine|SM |A-2-4, A-4 | 0 | 0 | 100 | 100 |75-10 | | | sand to fine | | | | | | |  | | | sandy loam | | | | | | |  | | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 511B: | | | | | | | | | |  Plainfield------| A | 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------| A | 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 | | | | | | |  | | | | | | | | | | 511F: | | | | | | | | | |  Plainfield------| A | 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 | | | | | | |  | | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 551A: | | | | | | | | | |  Impact----------| A | 0-8 |Sand |SM, SP-SM |A-2-4, A-3 | 0 | 0 |95-100|90-100|60-90  | | 8-15 |Sand, loamy |SM, SP-SM |A-2-4, A-3 | 0 | 0 |95-100|90-100|60-90  | | | fine sand, | | | | | | |  | | | loamy sand, | | | | | | |  | | | fine sand | | | | | | |  | | 15-36 |Sand, loamy |SM, SP-SM |A-2-4, A-3 | 0 | 0 |95-100|90-100|60-90  | | | sand, loamy | | | | | | |  | | | fine sand, | | | | | | |  | | | fine sand | | | | | | |  | | 36-60 |Sand, fine sand|SP, SP-SM |A-3 | 0 | 0 |95-100|90-100|60-90  | | | | | | | | | | 556A: | | | | | | | | | |  Mindoro---------| B | 0-9 |Sand |SM, SP-SM |A-2-4, A-3 | 0 | 0 |95-100|90-100|60-90  | | 9-17 |Sand |SM, SP-SM |A-2-4, A-3 | 0 | 0 |95-100|90-100|60-90  | | 17-45 |Fine sand, sand|SM, SP-SM |A-2-4, A-3 | 0 | 0 |95-100|90-100|60-90  | | 45-60 |Sand, fine sand|SP, SP-SM |A-3 | 0 | 0 |95-100|90-100|60-90  | | | | | | | | | | 561B: | | | | | | | | | |  Tarr------------| A | 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  | | | | | | | | | | 561C: | | | | | | | | | |  Tarr------------| A | 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  | | | | | | | | | | 561F: | | | | | | | | | |  Tarr------------| A | 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  | | | | | | | | | | 562B: | | | | | | | | | |  Gosil-----------| A | 0-9 |Loamy sand |SM |A-2-4 | 0 | 0 |80-100|75-100|60-90  | | 9-23 |Loamy sand, |SM |A-2-4 | 0 | 0 |80-100|75-100|60-90  | | | loamy fine | | | | | | |  | | | sand | | | | | | |  | | 23-27 |Sand, fine sand|SM, SP-SM |A-2-4, A-3 | 0 | 0 |80-100|75-100|55-90  | | 27-60 |Stratified sand|SM, SP-SM |A-2-4, A-3 | 0 | 0 |80-100|75-100|55-90  | | | to loamy fine | | | | | | |  | | | sand | | | | | | |  | | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 562C: | | | | | | | | | |  Gosil-----------| A | 0-9 |Loamy sand |SM |A-2-4 | 0 | 0 |80-100|75-100|60-90  | | 9-23 |Loamy sand, |SM |A-2-4 | 0 | 0 |80-100|75-100|60-90  | | | loamy fine | | | | | | |  | | | sand | | | | | | |  | | 23-27 |Sand, fine sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 |80-100|75-100|55-90  | | 27-60 |Stratified sand|SM, SP-SM |A-2-4, A-3 | 0 | 0 |80-100|75-100|55-90  | | | to loamy fine | | | | | | |  | | | sand | | | | | | |  | | | | | | | | | | 566A: | | | | | | | | | |  Tint------------| A | 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  | | | | | | | | | | 568A: | | | | | | | | | |  Majik-----------| C | 0-4 |Loamy fine sand|SM, SC-SM |A-2-4 | 0 | 0 |95-100|90-100|65-90  | | 4-7 |Sand, fine |SP-SM, SM |A-2-4, A-3 | 0 | 0 |95-100|90-100|60-90  | | | sand, loamy | | | | | | |  | | | fine sand, | | | | | | |  | | | loamy sand | | | | | | |  | | 7-29 |Sand, loamy |SM, SP-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|60-90  | | | fine sand, | | | | | | |  | | | fine sand, | | | | | | |  | | | loamy sand | | | | | | |  | | 29-60 |Fine sand, sand|SP-SM, SP |A-3 | 0 | 0 |95-100|90-100|60-90  | | | | | | | | | | 569A: | | | | | | | | | |  Newlang---------| A/D | 0-3 |Muck |PT |A-8 | 0 | 0 | --- | --- | ---  | | 3-6 |Mucky sand, |SM, SP-SM |A-2-4, A-3 | 0 | 0 |95-100|90-100|60-90  | | | loamy sand, | | | | | | |  | | | sand, mucky | | | | | | |  | | | loamy sand | | | | | | |  | | 6-22 |Sand |SM, SP-SM |A-2-4, A-3 | 0 | 0 |95-100|90-100|60-90  | | 22-63 |Sand |SP, SP-SM |A-3 | 0 | 0 |95-100|90-100|60-90  | | | | | | | | | | 576B: | | | | | | | | | |  Tintson---------| B | 0-8 |Sand |SM, SP-SM |A-2-4, A-3 | 0 | 0 |95-100|90-100|60-90  | | 8-46 |Sand, fine sand|SM, SP-SM |A-2-4, A-3 | 0 | 0 |95-100|90-100|60-90  | | 46-60 |Stratified silt|CL, ML, SC, |A-2-4, A-4 | 0 | 0 |95-100|90-100|55-10 | | | loam to sandy | SM | | | | | |  | | | loam | | | | | | |  | | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 601C: | | | | | | | | | |  Beavercreek-----| B | 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 | | | | | | |  | | | | | | | | | | 606A: | | | | | | | | | |  Huntsville------| B | 0-12 |Silt loam |CL |A-6 | 0 | 0 | 100 | 100 |90-10 | | 12-50 |Silt loam |CL |A-6 | 0 | 0 | 100 | 100 |90-10 | | 50-60 |Stratified silt|CL |A-6 | 0 | 0 | 100 | 100 |85-10 | | | loam to loam | | | | | | |  | | | | | | | | | | 608A: | | | | | | | | | |  Lawson----------| C | 0-30 |Silt loam |CL-ML, CL |A-4, A-6 | 0 | 0 | 100 | 100 |90-10 | | 30-60 |Stratified |CL |A-6 | 0 | 0 | 100 | 100 |85-10 | | | silty clay | | | | | | |  | | | loam to sandy | | | | | | |  | | | loam | | | | | | |  | | | | | | | | | | 609A: | | | | | | | | | |  Otter-----------| B/D | 0-25 |Silt loam |CL, CL-ML |A-4, A-6 | 0 | 0 | 100 | 100 |90-10 | | 25-60 |Stratified |CL |A-6 | 0 | 0 | 100 | 100 |85-10 | | | silty clay | | | | | | |  | | | loam to sandy | | | | | | |  | | | loam | | | | | | |  | | | | | | | | | | 625A: | | | | | | | | | |  Arenzville------| B | 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 | | | | | | |  | | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 626A: | | | | | | | | | |  Arenzville------| B | 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-----------| C | 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---------| B/D | 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 | | | | | | |  | | | | | | | | | | 656A: | | | | | | | | | |  Scotah----------| A | 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 | | | | | | |  | | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 666A: | | | | | | | | | |  Absco-----------| B | 0-4 |Loamy sand |SM |A-2-4 | 0 | 0 |95-100|90-100|65-90  | | 4-14 |Sand, loamy |SM, SP-SM |A-2-4, A-3 | 0 | 0 |95-100|90-100|60-90  | | | sand | | | | | | |  | | 14-60 |Stratified sand|SP, SP-SM, SM|A-2-4, A-3 | 0 | 0 |95-100|90-100|60-90  | | | to loamy sand | | | | | | |  | | | | | | | | | | 676A: | | | | | | | | | |  Kickapoo--------| B | 0-5 |Fine sandy loam|ML, SM |A-4, A-2-4 | 0 | 0 |80-100|75-100|50-85  | | 5-36 |Stratified |SC, SC-SM, |A-4, A-2-4 | 0 | 0 |55-100|50-100|35-90  | | | gravelly sand | CL-ML, CL | | | | | |  | | | to silt | | | | | | |  | | 36-41 |Silt loam, |CL, CL-ML, |A-2-4, A-4 | 0 | 0 |80-100|75-100|40-95  | | | loam, fine | SC, SC-SM | | | | | |  | | | sandy loam | | | | | | |  | | 41-60 |Stratified |CL, CL-ML, |A-2-4, A-4 | 0 | 0 |55-100|50-100|35-90  | | | gravelly loamy| SC, SC-SM | | | | | |  | | | sand to silt | | | | | | |  | | | | | | | | | | 739A: | | | | | | | | | |  Root------------| D | 0-7 |Loam |SC-SM, SM, |A-4, A-2-4 | 0 | 0-10 |55-95 |50-95 |35-80  | | | | CL-ML, ML | | | | | |  | | 7-21 |Loam, channery |SC-SM, SM, |A-4, A-2-4 | 0 | 0-10 |55-95 |50-95 |35-80  | | | loam, silt | CL-ML, ML | | | | | |  | | | loam | | | | | | |  | | 21-60 |Extremely |GP, GM, SM, |A-1, A-2-4, | 1-20 |25-60 |20-80 |15-75 |10-60  | | | channery sandy| SP | A-3 | | | | |  | | | loam, very | | | | | | |  | | | flaggy loam, | | | | | | |  | | | silt loam, | | | | | | |  | | | channery fine | | | | | | |  | | | sandy loam | | | | | | |  | | | | | | | | | | 743C2: | | | | | | | | | |  Council---------| B | 0-7 |Fine sandy loam|SM, ML |A-4 | 0 | 0 |75-100|75-100|60-90  | | 7-45 |Silt loam, |CL, CL-ML, |A-4 | 0 | 0 |75-100|75-100|65-95  | | | loam, fine | SC, SC-SM | | | | | |  | | | sandy loam, | | | | | | |  | | | sandy loam | | | | | | |  | | 45-60 |Loam, silt |SM, SC, |A-4 | 0 | 0 |75-100|75-100|65-95  | | | loam, sandy | SC-SM, CL, | | | | | |  | | | loam, fine | ML, CL-ML | | | | | |  | | | sandy loam | | | | | | |  | | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 743D2: | | | | | | | | | |  Council---------| B | 0-7 |Fine sandy loam|SM, ML |A-4 | 0 | 0 |75-100|75-100|60-90  | | 7-45 |Silt loam, |CL, CL-ML, |A-4 | 0 | 0 |75-100|75-100|65-95  | | | loam, fine | SC, SC-SM | | | | | |  | | | sandy loam, | | | | | | |  | | | sandy loam | | | | | | |  | | 45-60 |Loam, silt |SM, SC, |A-4 | 0 | 0 |75-100|75-100|65-95  | | | loam, sandy | SC-SM, CL, | | | | | |  | | | loam, fine | ML, CL-ML | | | | | |  | | | sandy loam | | | | | | |  | | | | | | | | | | 743E2: | | | | | | | | | |  Council---------| B | 0-7 |Fine sandy loam|SM, ML |A-4 | 0 | 0 |75-100|75-100|60-90  | | 7-45 |Silt loam, |CL, CL-ML, |A-4 | 0 | 0 |75-100|75-100|65-95  | | | loam, fine | SC, SC-SM | | | | | |  | | | sandy loam, | | | | | | |  | | | sandy loam | | | | | | |  | | 45-60 |Loam, silt |SM, SC, |A-4 | 0 | 0 |75-100|75-100|65-95  | | | loam, sandy | SC-SM, CL, | | | | | |  | | | loam, fine | ML, CL-ML | | | | | |  | | | sandy loam | | | | | | |  | | | | | | | | | | 1125F: | | | | | | | | | |  Dorerton--------| B | 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 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 1125F: | | | | | | | | | |  Elbaville-------| B | 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 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 1145F: | | | | | | | | | |  Gaphill---------| B | 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-------| A | 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 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 1155F: | | | | | | | | | |  Brodale---------| C | 0-6 |Very flaggy |GM, SM, GC, |A-2-4, A-4 | 1-20 |10-30 |55-70 |45-60 |35-55  | | | loam | SC | | | | | |  | | 6-50 |Very flaggy |GM, SM, GC, |A-2-4, A-1, | 1-20 |20-50 |50-70 |45-60 |25-55  | | | very fine | SC | A-4 | | | | |  | | | sandy loam, | | | | | | |  | | | flaggy silt | | | | | | |  | | | loam, very | | | | | | |  | | | cobbly loam, | | | | | | |  | | | cobbly sandy | | | | | | |  | | | loam | | | | | | |  | | 50-80 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | | bedrock | | | | | | |  | | | | | | | | | |  Bellechester----| A | 0-7 |Sand |SP-SM |A-3 | 0 | 0-10 |90-100|75-100|20-70  | | 7-23 |Sand, fine |SP-SM |A-3 | 0 | 0-10 |90-100|75-100|20-80  | | | sand, loamy | | | | | | |  | | | sand, loamy | | | | | | |  | | | fine sand | | | | | | |  | | 23-42 |Sand, fine |SP, SP-SM |A-2-4, A-3 | 0 | 0-45 |80-100|55-100|15-85  | | | sand, flaggy | | | | | | |  | | | sand, channery| | | | | | |  | | | loamy sand | | | | | | |  | | 42-80 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | | bedrock | | | | | | |  | | | | | | | | | |  Rock outcrop. | | | | | | | | | |  | | | | | | | | | | 1233F: | | | | | | | | | |  Boone-----------| A | 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 | | | | | | |  | | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 1233F: | | | | | | | | | |  Tarr------------| A | 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  | | | | | | | | | | 1658A: | | | | | | | | | |  Algansee--------| C | 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 | | | | | | |  | | | | | | | | | |  Kalmarville-----| D | 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 | | | | | | |  | | | | | | | | | | 1743F: | | | | | | | | | |  Council---------| B | 0-1 |Moderately | --- |A-8 | 0 | 0 | --- | --- | ---  | | | decomposed | | | | | | |  | | | plant material| | | | | | |  | | 1-3 |Loam |ML, SM |A-4 | 0 | 0 |75-100|75-100|75-95  | | 3-45 |Silt loam, |CL, CL-ML, |A-4 | 0 | 0 |75-100|75-100|60-95  | | | loam, fine | SC, SC-SM | | | | | |  | | | sandy loam, | | | | | | |  | | | sandy loam | | | | | | |  | | 45-60 |Loam, silt |SM, SC, SC- |A-4 | 0 | 0 |75-100|75-100|60-95  | | | loam, sandy | SM, CL, ML, | | | | | |  | | | loam, fine | CL-ML | | | | | |  | | | sandy loam | | | | | | |  | | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 1743F: | | | | | | | | | |  Elevasil--------| B | 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-ML, SC-SM,|A-2-4, A-4 | 0 | 0 |80-100|75-100|60-90  | | | loam | SC, CL | | | | | |  | | 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 | | | | | | |  | | | | | | | | | |  Norden----------| B | 0-1 |Moderately | --- |A-8 | 0 | 0 | --- | --- | ---  | | | 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 | | | silty clay | | | | | | |  | | | loam | | | | | | |  | | 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 | | | | | | |  | | | | | | | | | | 2002. | | | | | | | | | |  Udorthents, | | | | | | | | | |  earthen dams | | | | | | | | | |  | | | | | | | | | | 2003A. | | | | | | | | | |  Riverwash | | | | | | | | | |  | | | | | | | | | | 2013. | | | | | | | | | |  Pits, gravel | | | | | | | | | |  | | | | | | | | | | 
Table 23.--Engineering Index Properties--Continued _______________________________________________________________________________________________________________

 | | | | Classification | Fragments | Percentage pass Map symbol |Hydro-| Depth | USDA texture |___________________________|_____________| sieve number- and |logic | | | | | >10 | 3-10 |____________________ soil name |group | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________________ | | In | | | | Pct | Pct | | |  | | | | | | | | | | 2014. | | | | | | | | | |  Pits, quarry, | | | | | | | | | |  hard bedrock | | | | | | | | | |  | | | | | | | | | | 2020. | | | | | | | | | |  Urban land, | | | | | | | | | |  valley trains | | | | | | | | | |  | | | | | | | | | | 2030: | | | | | | | | | |  Udorthents, cut | | | | | | | | | |  or fill. | | | | | | | | | |  | | | | | | | | | |  Udipsamments, | | | | | | | | | |  cut or fill. | | | | | | | | | |  | | | | | | | | | | 2040. | | | | | | | | | |  Udipsamments, | | | | | | | | | |  dredge material| | | | | | | | | |  | | | | | | | | | | 2050. | | | | | | | | | |  Landfill | | | | | | | | | |  | | | | | | | | | | M-W. | | | | | | | | | |  Miscellaneous | | | | | | | | | |  water | | | | | | | | | |  | | | | | | | | | | W. | | | | | | | | | |  Water | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________
344 Soil Survey of

Table 24.--Physical Properties of the Soils

(Entries under "Erosion factors--T" apply to the entire profile. Entries under "Wind erodibility group" and "Wind

 erodibility index" apply only to the surface layer. Absence of an entry indicates that data were not estimated)

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

20A: | | | | | | | | | | | |

 Palms-----------------| 0-40 | 0-0 |0.15-0.40| 0.2-6 |0.35-0.45| --- | 30-80 | .02 | .02 | 2 | 2 | 134

 | 40-60 | 10-30|1.45-1.75| 0.2-2 |0.12-0.22| 3.0-5.9 | 1.0-4.0 | .28 | .28 | | |

 | | | | | | | | | | | |

 Houghton--------------| 0-22 | 0-0 |0.15-0.40| 0.2-6 |0.35-0.45| --- | 30-80 | .02 | .02 | 3 | 2 | 134

 | 22-28 | 0-0 |0.15-0.30| 0.6-6 |0.45-0.55| --- | 60-85 | .02 | .02 | | |

 | 28-60 | 0-0 |0.15-0.40| 0.2-6 |0.35-0.45| --- | 30-80 | .02 | .02 | | |

 | | | | | | | | | | | |

21A: | | | | | | | | | | | |

 Palms-----------------| 0-40 | 0-0 |0.15-0.40| 0.2-6 |0.35-0.45| --- | 30-80 | --- | --- | 2 | 2 | 134

 | 40-60 | 10-30|1.45-1.75| 0.2-2 |0.12-0.22| 3.0-5.9 | 2.0-15 | .28 | .28 | | |

 | | | | | | | | | | | |

30A: | | | | | | | | | | | |

 Adder-----------------| 0-22 | --- |0.30-0.55| 0.2-6 |0.35-0.45| --- | 55-75 | --- | --- | 2 | 2 | 134

 | 22-60 | 1-8 |1.55-1.75| 6-60 |0.03-0.08| 0.0-2.9 | 0.0-1.0 | .15 | .15 | | |

 | | | | | | | | | | | |

110D3: | | | | | | | | | | | |

 Timula----------------| 0-9 | 10-18|1.30-1.60| 0.6-2 |0.20-0.24| 0.0-2.9 | 0.5-1.0 | .49 | .49 | 3 | 5 | 56

 | 9-28 | 10-18|1.40-1.60| 0.6-2 |0.18-0.20| 0.0-2.9 | 0.2-0.5 | .49 | .49 | | |

 | 28-60 | 6-14|1.40-1.60| 0.6-2 |0.18-0.20| 0.0-2.9 | 0.0-0.5 | .55 | .55 | | |

 | | | | | | | | | | | |

110E2: | | | | | | | | | | | |

 Timula----------------| 0-9 | 10-18|1.30-1.60| 0.6-2 |0.20-0.24| 0.0-2.9 | 1.0-2.0 | .49 | .49 | 4 | 5 | 56

 | 9-28 | 10-18|1.40-1.60| 0.6-2 |0.18-0.20| 0.0-2.9 | 0.2-0.5 | .49 | .49 | | |

 | 28-60 | 6-14|1.40-1.60| 0.6-2 |0.18-0.20| 0.0-2.9 | 0.0-0.5 | .55 | .55 | | |

 | | | | | | | | | | | |

114B2: | | | | | | | | | | | |

 Mt. Carroll-----------| 0-9 | 10-20|1.25-1.40| 0.6-2 |0.22-0.24| 0.0-2.9 | 1.0-4.0 | .43 | .43 | 5 | 5 | 56

 | 9-12 | 10-20|1.25-1.40| 0.6-2 |0.20-0.22| 0.0-2.9 | 1.0-2.0 | .43 | .43 | | |

 | 12-46 | 12-27|1.40-1.55| 0.6-2 |0.20-0.22| 3.0-5.9 | 0.0-1.0 | .43 | .43 | | |

 | 46-80 | 8-18|1.45-1.60| 0.6-2 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | | | | | | | | | | | |

115C2: | | | | | | | | | | | |

 Seaton----------------| 0-8 | 12-22|1.25-1.40| 0.6-2 |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| 0.6-2 |0.20-0.22| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 13-55 | 14-27|1.40-1.55| 0.6-2 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 55-80 | 10-20|1.45-1.60| 0.6-2 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

115D2: | | | | | | | | | | | |

 Seaton----------------| 0-8 | 12-22|1.25-1.40| 0.6-2 |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| 0.6-2 |0.20-0.22| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 13-55 | 14-27|1.40-1.55| 0.6-2 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 55-80 | 10-20|1.45-1.60| 0.6-2 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

115E2: | | | | | | | | | | | |

 Seaton----------------| 0-8 | 12-22|1.25-1.40| 0.6-2 |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| 0.6-2 |0.20-0.22| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 13-55 | 14-27|1.40-1.55| 0.6-2 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 55-80 | 10-20|1.45-1.60| 0.6-2 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

116C2: | | | | | | | | | | | |

 Churchtown------------| 0-9 | 12-22|1.30-1.40| 0.6-2 |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| 0.6-2 |0.17-0.22| 3.0-5.9 | 0.5-1.0 | --- | --- | | |

 | 26-63 | 18-30|1.40-1.55| 0.6-2 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 63-80 | 10-20|1.40-1.60| 0.6-2 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |
La Crosse County, Wisconsin 345

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

116D2: | | | | | | | | | | | |

 Churchtown------------| 0-9 | 12-22|1.30-1.40| 0.6-2 |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| 0.6-2 |0.17-0.22| 3.0-5.9 | 0.5-1.0 | --- | --- | | |

 | 26-63 | 18-30|1.40-1.55| 0.6-2 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 63-80 | 10-20|1.40-1.60| 0.6-2 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

116E2: | | | | | | | | | | | |

 Churchtown------------| 0-9 | 12-22|1.30-1.40| 0.6-2 |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| 0.6-2 |0.17-0.22| 3.0-5.9 | 0.5-1.0 | --- | --- | | |

 | 26-63 | 18-30|1.40-1.55| 0.6-2 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 63-80 | 10-20|1.40-1.60| 0.6-2 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

126B: | | | | | | | | | | | |

 Barremills------------| 0-27 | 12-22|1.30-1.45| 0.6-2 |0.22-0.24| 0.0-2.9 | 1.0-5.0 | .32 | .32 | 5 | 5 | 56

 | 27-65 | 14-27|1.45-1.55| 0.6-2 |0.20-0.22| 3.0-5.9 | 0.0-1.0 | .43 | .43 | | |

 | 65-80 | 10-20|1.45-1.60| 0.6-2 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | | | | | | | | | | | |

132B2: | | | | | | | | | | | |

 Brinkman--------------| 0-9 | 14-22|1.25-1.40| 0.6-2 |0.22-0.24| 0.0-2.9 | 1.0-3.0 | .43 | .43 | 4 | 5 | 56

 | 9-71 | 18-28|1.40-1.55| 0.6-2 |0.20-0.22| 3.0-5.9 | 0.0-1.0 | .43 | .43 | | |

 | 71-80 | 35-75|1.25-1.55| 0.01-0.2 |0.06-0.16| 6.0-8.9 | 0.0-0.5 | .15 | .28 | | |

 | | | | | | | | | | | |

132C2: | | | | | | | | | | | |

 Brinkman--------------| 0-9 | 14-22|1.25-1.40| 0.6-2 |0.22-0.24| 0.0-2.9 | 1.0-3.0 | .43 | .43 | 4 | 5 | 56

 | 9-71 | 18-28|1.40-1.55| 0.6-2 |0.20-0.22| 3.0-5.9 | 0.0-1.0 | .43 | .43 | | |

 | 71-80 | 35-75|1.25-1.55| 0.01-0.2 |0.06-0.16| 6.0-8.9 | 0.0-0.5 | .15 | .28 | | |

 | | | | | | | | | | | |

133B2: | | | | | | | | | | | |

 Valton----------------| 0-9 | 10-20|1.25-1.40| 0.6-2 |0.22-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 4 | 5 | 56

 | 9-22 | 18-35|1.40-1.55| 0.6-2 |0.18-0.22| 3.0-5.9 | 0.0-1.0 | .43 | .43 | | |

 | 22-60 | 35-75|1.25-1.55| 0.01-0.2 |0.06-0.16| 6.0-8.9 | 0.0-0.5 | .15 | .28 | | |

 | | | | | | | | | | | |

133C2: | | | | | | | | | | | |

 Valton----------------| 0-9 | 10-20|1.25-1.40| 0.6-2 |0.22-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 4 | 5 | 56

 | 9-22 | 18-35|1.40-1.55| 0.6-2 |0.18-0.22| 3.0-5.9 | 0.0-1.0 | .43 | .43 | | |

 | 22-60 | 35-75|1.25-1.55| 0.01-0.2 |0.06-0.16| 6.0-8.9 | 0.0-0.5 | .15 | .28 | | |

 | | | | | | | | | | | |

133D2: | | | | | | | | | | | |

 Valton----------------| 0-9 | 10-20|1.25-1.40| 0.6-2 |0.22-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 4 | 5 | 56

 | 9-22 | 18-35|1.40-1.55| 0.6-2 |0.18-0.22| 3.0-5.9 | 0.0-1.0 | .43 | .43 | | |

 | 22-60 | 35-75|1.25-1.55| 0.01-0.2 |0.06-0.16| 6.0-8.9 | 0.0-0.5 | .15 | .28 | | |

 | | | | | | | | | | | |

134C2: | | | | | | | | | | | |

 Lamoille--------------| 0-9 | 12-27|1.25-1.40| 0.6-2 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .43 | .43 | 3 | 6 | 48

 | 9-13 | 12-27|1.25-1.40| 0.6-2 |0.20-0.22| 0.0-2.9 | 0.5-1.0 | .43 | .43 | | |

 | 13-27 | 35-75|1.25-1.55| 0.01-0.2 |0.06-0.16| 6.0-8.9 | 0.0-0.5 | .15 | .28 | | |

 | 27-37 | 25-45|1.30-1.50| 0.2-0.6 |0.07-0.16| 3.0-5.9 | 0.0-0.5 | .15 | .28 | | |

 | 37-60 | 8-27|1.40-1.50| 0.6-6 |0.06-0.12| 0.0-2.9 | 0.0-0.5 | .10 | --- | | |

 | | | | | | | | | | | |

134D2: | | | | | | | | | | | |

 Lamoille--------------| 0-9 | 12-27|1.25-1.40| 0.6-2 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .43 | .43 | 3 | 6 | 48

 | 9-13 | 12-27|1.25-1.40| 0.6-2 |0.20-0.22| 0.0-2.9 | 0.5-1.0 | .43 | .43 | | |

 | 13-27 | 35-75|1.25-1.55| 0.01-0.2 |0.06-0.16| 6.0-8.9 | 0.0-0.5 | .15 | .28 | | |

 | 27-37 | 25-45|1.30-1.50| 0.2-0.6 |0.07-0.16| 3.0-5.9 | 0.0-0.5 | .15 | .28 | | |

 | 37-60 | 8-27|1.40-1.50| 0.6-6 |0.06-0.12| 0.0-2.9 | 0.0-0.5 | .10 | --- | | |

 | | | | | | | | | | | |

163E2: | | | | | | | | | | | |

 Elbaville-------------| 0-8 | 10-27|1.30-1.50| 0.6-2 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .43 | .43 | 4 | 5 | 56

 | 8-11 | 10-20|1.30-1.50| 0.6-2 |0.20-0.22| 0.0-2.9 | 0.5-1.0 | .43 | .43 | | |

 | 11-21 | 18-35|1.35-1.50| 0.2-2 |0.17-0.22| 3.0-5.9 | 0.0-0.5 | .43 | .43 | | |

 | 21-26 | 35-50|1.25-1.35| 0.06-0.2 |0.10-0.20| 3.0-5.9 | 0.0-0.5 | .32 | .32 | | |

 | 26-37 | 20-50|1.35-1.50| 0.6-2 |0.02-0.13| 3.0-5.9 | 0.0-0.5 | .24 | --- | | |

 | 37-60 | 5-18|1.40-1.65| 0.6-20 |0.01-0.09| 0.0-2.9 | 0.0-0.5 | .10 | --- | | |

 | | | | | | | | | | | |
346 Soil Survey of

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

202C2: | | | | | | | | | | | |

 Lambeau---------------| 0-9 | 12-20|1.25-1.40| 0.6-2 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .49 | .49 | 4 | 5 | 56

 | 9-42 | 18-29|1.40-1.55| 0.6-2 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | .49 | .49 | | |

 | 42-54 | 10-17|1.45-1.65| 0.6-6 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 54-64 | 1-8 |1.55-1.70| 6-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 64-80 | --- | --- | 0.2-2 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

202D2: | | | | | | | | | | | |

 Lambeau---------------| 0-9 | 12-20|1.25-1.40| 0.6-2 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .49 | .49 | 4 | 5 | 56

 | 9-42 | 18-29|1.40-1.55| 0.6-2 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | .49 | .49 | | |

 | 42-54 | 10-17|1.45-1.65| 0.6-6 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 54-64 | 1-8 |1.55-1.70| 6-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 64-80 | --- | --- | 0.2-2 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

213D2: | | | | | | | | | | | |

 Hixton----------------| 0-8 | 12-16|1.30-1.50| 0.6-2 |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| 0.6-2 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | .43 | .43 | | |

 | 20-32 | 10-17|1.55-1.65| 0.6-6 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 32-37 | 2-6 |1.60-1.70| 6-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 37-60 | --- | --- | 0.2-2 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

213E2: | | | | | | | | | | | |

 Hixton----------------| 0-8 | 12-16|1.30-1.50| 0.6-2 |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| 0.6-2 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | .43 | .43 | | |

 | 20-32 | 10-17|1.55-1.65| 0.6-6 |0.08-0.18| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 32-37 | 2-6 |1.60-1.70| 6-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 37-60 | --- | --- | 0.2-2 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

224B: | | | | | | | | | | | |

 Elevasil--------------| 0-9 | 8-13|1.45-1.55| 0.6-6 |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| 0.6-6 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 27-31 | 2-10|1.50-1.70| 2-20 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 31-39 | 1-8 |1.60-1.70| 6-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 39-60 | --- | --- | 0.2-2 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

224C2: | | | | | | | | | | | |

 Elevasil--------------| 0-9 | 8-13|1.45-1.55| 0.6-6 |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| 0.6-6 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 27-31 | 2-10|1.50-1.70| 2-20 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 31-39 | 1-8 |1.60-1.70| 6-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 39-60 | --- | --- | 0.2-2 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

224D2: | | | | | | | | | | | |

 Elevasil--------------| 0-9 | 8-13|1.45-1.55| 0.6-6 |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| 0.6-6 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 27-31 | 2-10|1.50-1.70| 2-20 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 31-39 | 1-8 |1.60-1.70| 6-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 39-60 | --- | --- | 0.2-2 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

233C: | | | | | | | | | | | |

 Boone-----------------| 0-8 | 2-3 |1.50-1.65| 6-20 |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| 6-20 |0.05-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 21-35 | 0-3 |1.60-1.70| 6-20 |0.04-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 35-60 | --- | --- | 0.2-2 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

253C2: | | | | | | | | | | | |

 Greenridge------------| 0-9 | 12-20|1.25-1.40| 0.6-2 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .49 | .49 | 4 | 5 | 56

 | 9-50 | 18-28|1.40-1.55| 0.6-2 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | .49 | .49 | | |

 | 50-69 | 10-26|1.40-1.60| 0.6-6 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .32 | | |

 | 69-80 | --- | --- | 0.06-2 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |
La Crosse County, Wisconsin 347

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

253D2: | | | | | | | | | | | |

 Greenridge------------| 0-9 | 12-20|1.25-1.40| 0.6-2 |0.22-0.24| 0.0-2.9 | 1.0-2.0 | .49 | .49 | 4 | 5 | 56

 | 9-50 | 18-28|1.40-1.55| 0.6-2 |0.18-0.22| 3.0-5.9 | 0.0-0.5 | .49 | .49 | | |

 | 50-69 | 10-26|1.40-1.60| 0.6-6 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .32 | | |

 | 69-80 | --- | --- | 0.06-2 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

254C2: | | | | | | | | | | | |

 Norden----------------| 0-8 | 12-16|1.30-1.50| 0.6-2 |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| 0.6-2 |0.17-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 20-37 | 10-26|1.40-1.60| 0.6-6 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 37-60 | --- | --- | 0.06-2 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

254D2: | | | | | | | | | | | |

 Norden----------------| 0-8 | 12-16|1.30-1.50| 0.6-2 |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| 0.6-2 |0.17-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 20-37 | 10-26|1.40-1.60| 0.6-6 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 37-60 | --- | --- | 0.06-2 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

254E2: | | | | | | | | | | | |

 Norden----------------| 0-8 | 12-16|1.30-1.50| 0.6-2 |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| 0.6-2 |0.17-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 20-37 | 10-26|1.40-1.60| 0.6-6 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 37-60 | --- | --- | 0.06-2 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

296B: | | | | | | | | | | | |

 Ludington-------------| 0-1 | --- |0.15-0.30| 6-20 |0.55-0.65| --- | 65-85 | --- | --- | 3 | 1 | 220

 | 1-4 | 2-4 |1.35-1.55| 2-20 |0.04-0.09| 0.0-2.9 | 1.0-5.0 | .02 | .02 | | |

 | 4-11 | 1-6 |1.35-1.65| 2-20 |0.06-0.10| 0.0-2.9 | 0.5-1.0 | .15 | .15 | | |

 | 11-16 | 2-8 |1.45-1.65| 2-20 |0.06-0.10| 0.0-2.9 | 1.0-2.0 | .15 | .15 | | |

 | 16-33 | 2-8 |1.50-1.65| 2-20 |0.06-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 33-39 | 10-35|1.45-1.70| 0.2-2 |0.10-0.19| 3.0-5.9 | 0.0-0.5 | .32 | .32 | | |

 | 39-60 | --- | --- | 0.1-0.6 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

312B2: | | | | | | | | | | | |

 Festina---------------| 0-7 | 16-22|1.30-1.45| 0.6-2 |0.22-0.24| 0.0-2.9 | 2.0-4.0 | .37 | .37 | 5 | 5 | 56

 | 7-12 | 16-22|1.30-1.45| 0.6-2 |0.20-0.22| 0.0-2.9 | 1.0-2.0 | .43 | .43 | | |

 | 12-38 | 24-29|1.35-1.55| 0.6-2 |0.20-0.22| 3.0-5.9 | 0.0-1.0 | .43 | .43 | | |

 | 38-68 | 22-26|1.40-1.60| 0.6-2 |0.20-0.22| 3.0-5.9 | 0.0-0.5 | .43 | .43 | | |

 | | | | | | | | | | | |

318A: | | | | | | | | | | | |

 Bearpen---------------| 0-18 | 10-25|1.30-1.50| 0.6-2 |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| 0.6-2 |0.18-0.22| 3.0-5.9 | 0.0-1.0 | --- | --- | | |

 | 41-50 | 10-30|1.55-1.70| 0.6-2 |0.11-0.18| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 50-60 | 10-30|1.55-1.70| 0.6-2 |0.11-0.18| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

326B2: | | | | | | | | | | | |

 Medary----------------| 0-7 | 15-25|1.30-1.50| 0.2-2 |0.21-0.24| 0.0-2.9 | 1.0-2.0 | .43 | .43 | 3 | 5 | 56

 | 7-14 | 15-25|1.30-1.50| 0.2-2 |0.18-0.22| 3.0-5.9 | 0.5-1.0 | .37 | .37 | | |

 | 14-30 | 35-60|1.35-1.60| 0.06-0.2 |0.09-0.20| 6.0-8.9 | 0.0-0.5 | .37 | .37 | | |

 | 30-60 | 20-60|1.35-1.70| 0.06-0.2 |0.08-0.22| 6.0-8.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

326F: | | | | | | | | | | | |

 Medary----------------| 0-3 | 15-25|1.30-1.50| 0.2-2 |0.21-0.24| 0.0-2.9 | 3.0-7.0 | .37 | .37 | 3 | 5 | 56

 | 3-14 | 15-25|1.30-1.60| 0.2-2 |0.18-0.22| 3.0-5.9 | 0.5-1.0 | .37 | .37 | | |

 | 14-30 | 35-60|1.35-1.60| 0.06-0.2 |0.09-0.20| 6.0-8.9 | 0.0-0.5 | .37 | .37 | | |

 | 30-60 | 20-60|1.35-1.70| 0.06-0.2 |0.08-0.22| 6.0-8.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

336A: | | | | | | | | | | | |

 Toddville-------------| 0-20 | 15-22|1.25-1.45| 0.6-2 |0.22-0.24| 0.0-2.9 | 1.0-5.0 | .32 | .32 | 4 | 5 | 56

 | 20-41 | 18-30|1.45-1.60| 0.6-2 |0.18-0.22| 3.0-5.9 | 0.0-1.0 | .37 | .37 | | |

 | 41-50 | 10-20|1.45-1.65| 0.6-2 |0.12-0.16| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | 50-60 | 1-4 |1.55-1.65| 6-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .20 | .20 | | |

 | | | | | | | | | | | |
348 Soil Survey of

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

403A: | | | | | | | | | | | |

 Dakota----------------| 0-10 | 12-22|1.30-1.50| 0.6-2 |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| 0.6-2 |0.20-0.24| 0.0-2.9 | 1.0-4.0 | --- | --- | | |

 | 13-35 | 18-30|1.40-1.55| 0.2-2 |0.12-0.22| 3.0-5.9 | 0.5-1.0 | --- | --- | | |

 | 35-38 | 4-11|1.55-1.70| 2-60 |0.03-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 38-60 | 1-4 |1.65-1.75| 6-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

413A: | | | | | | | | | | | |

 Rasset----------------| 0-10 | 6-15|1.35-1.55| 0.6-6 |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| 0.6-6 |0.13-0.18| 0.0-2.9 | 2.0-4.0 | --- | --- | | |

 | 18-30 | 10-22|1.45-1.65| 0.6-6 |0.12-0.19| 0.0-2.9 | 1.0-2.0 | --- | --- | | |

 | 30-50 | 2-10|1.55-1.70| 6-20 |0.06-0.11| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 50-60 | 1-5 |1.65-1.75| 6-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

424B: | | | | | | | | | | | |

 Merit-----------------| 0-9 | 12-20|1.30-1.50| 0.6-2 |0.20-0.24| 0.0-2.9 | 2.0-3.0 | .32 | .32 | 4 | 5 | 56

 | 9-12 | 18-27|1.40-1.55| 0.6-2 |0.18-0.22| 3.0-5.9 | 0.5-1.0 | .43 | .43 | | |

 | 12-30 | 18-27|1.50-1.65| 0.6-2 |0.10-0.20| 3.0-5.9 | 0.0-0.5 | .32 | .32 | | |

 | 30-60 | 1-6 |1.55-1.70| 0.6-6 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

424D2: | | | | | | | | | | | |

 Merit-----------------| 0-9 | 12-20|1.30-1.50| 0.6-2 |0.20-0.24| 0.0-2.9 | 2.0-3.0 | .32 | .32 | 4 | 5 | 56

 | 9-12 | 18-27|1.40-1.55| 0.6-2 |0.18-0.22| 3.0-5.9 | 0.5-1.0 | .43 | .43 | | |

 | 12-30 | 18-27|1.50-1.65| 0.6-2 |0.10-0.20| 3.0-5.9 | 0.0-0.5 | .32 | .32 | | |

 | 30-60 | 1-6 |1.55-1.70| 0.6-6 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

424F: | | | | | | | | | | | |

 Merit-----------------| 0-3 | 12-20|1.30-1.50| 0.6-2 |0.20-0.24| 0.0-2.9 | 3.0-7.0 | .32 | .32 | 4 | 5 | 56

 | 3-12 | 18-27|1.40-1.55| 0.6-2 |0.18-0.22| 3.0-5.9 | 0.5-1.0 | .43 | .43 | | |

 | 12-30 | 18-27|1.50-1.65| 0.6-2 |0.10-0.20| 3.0-5.9 | 0.0-0.5 | .32 | .32 | | |

 | 30-60 | 1-6 |1.55-1.70| 0.6-6 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

433B: | | | | | | | | | | | |

 Forkhorn--------------| 0-9 | 5-15|1.45-1.55| 0.6-6 |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| 0.6-6 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 25-32 | 3-10|1.50-1.70| 6-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 32-72 | 1-8 |1.65-1.75| 6-60 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

434B: | | | | | | | | | | | |

 Bilson----------------| 0-8 | 5-15|1.45-1.55| 0.6-6 |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| 0.6-6 |0.12-0.19| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 32-38 | 1-8 |1.55-1.70| 6-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 38-60 | 1-8 |1.55-1.70| 0.6-6 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

434C2: | | | | | | | | | | | |

 Bilson----------------| 0-8 | 5-15|1.45-1.55| 0.6-6 |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| 0.6-6 |0.12-0.19| 0.0-2.9 | 0.0-1.0 | .20 | .20 | | |

 | 32-38 | 1-8 |1.55-1.70| 6-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 38-60 | 1-8 |1.55-1.70| 0.6-6 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

446A: | | | | | | | | | | | |

 Merimod---------------| 0-9 | 12-20|1.30-1.50| 0.6-2 |0.20-0.24| 0.0-2.9 | 2.0-3.0 | .32 | .32 | 4 | 5 | 56

 | 9-17 | 18-27|1.40-1.55| 0.6-2 |0.18-0.22| 3.0-5.9 | 0.5-1.0 | .43 | .43 | | |

 | 17-32 | 18-27|1.45-1.65| 0.6-2 |0.10-0.20| 3.0-5.9 | 0.0-0.5 | .32 | .32 | | |

 | 32-52 | 1-6 |1.55-1.70| 6-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 52-60 | 1-6 |1.55-1.70| 0.6-6 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

456A: | | | | | | | | | | | |

 Bilmod----------------| 0-9 | 5-15|1.45-1.55| 0.6-6 |0.14-0.16| 0.0-2.9 | 2.0-3.0 | .20 | .20 | 4 | 3 | 86

 | 9-24 | 6-18|1.45-1.65| 0.6-6 |0.12-0.19| 0.0-2.9 | 0.0-1.0 | .20 | .20 | | |

 | 24-32 | 3-10|1.55-1.70| 2-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 32-46 | 1-5 |1.55-1.70| 6-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 46-60 | 1-5 |1.55-1.70| 0.6-6 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |
La Crosse County, Wisconsin 349

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

458A: | | | | | | | | | | | |

 Hoop------------------| 0-11 | 8-14|1.35-1.55| 0.6-6 |0.11-0.15| 0.0-2.9 | 2.0-3.0 | .20 | .20 | 4 | 3 | 86

 | 11-24 | 10-17|1.45-1.65| 0.6-6 |0.10-0.17| 0.0-2.9 | 0.0-1.0 | .20 | .20 | | |

 | 24-34 | 2-10|1.55-1.70| 6-20 |0.03-0.11| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 34-60 | 1-8 |1.60-1.70| 6-20 |0.05-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

483B2: | | | | | | | | | | | |

 Brice-----------------| 0-9 | 3-8 |1.45-1.55| 6-20 |0.10-0.12| 0.0-2.9 | 0.5-1.0 | .10 | .10 | 5 | 2 | 134

 | 9-23 | 3-8 |1.45-1.55| 6-20 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | .05 | .05 | | |

 | 23-35 | 6-15|1.50-1.65| 2-6 |0.10-0.17| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 35-42 | 3-8 |1.55-1.70| 6-20 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | .05 | .05 | | |

 | 42-80 | 5-10|1.55-1.70| 2-20 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | .05 | .05 | | |

 | | | | | | | | | | | |

501A: | | | | | | | | | | | |

 Finchford-------------| 0-15 | 5-10|1.50-1.65| 6-20 |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| 6-20 |0.10-0.12| 0.0-2.9 | 1.0-2.0 | --- | --- | | |

 | 19-26 | 2-8 |1.55-1.70| 6-60 |0.03-0.10| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 26-80 | 2-5 |1.65-1.75| 6-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

502B2: | | | | | | | | | | | |

 Chelsea---------------| 0-9 | 3-8 |1.50-1.65| 6-20 |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| 6-20 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 30-80 | 5-10|1.55-1.70| 2-20 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

502C2: | | | | | | | | | | | |

 Chelsea---------------| 0-9 | 3-8 |1.50-1.65| 6-20 |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| 6-20 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 30-80 | 5-10|1.55-1.70| 2-20 |0.06-0.17| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

511B: | | | | | | | | | | | |

 Plainfield------------| 0-9 | 2-5 |1.50-1.65| 6-20 |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| 6-20 |0.03-0.11| 0.0-2.9 | 0.1-0.5 | --- | --- | | |

 | 32-80 | 0-4 |1.65-1.75| 6-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

511C: | | | | | | | | | | | |

 Plainfield------------| 0-9 | 2-5 |1.50-1.65| 6-20 |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| 6-20 |0.03-0.11| 0.0-2.9 | 0.1-0.5 | --- | --- | | |

 | 32-80 | 0-4 |1.65-1.75| 6-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

511F: | | | | | | | | | | | |

 Plainfield------------| 0-1 | 0-0 |0.15-0.30| 6-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 5 | 1 | 220

 | 1-4 | 2-5 |1.50-1.65| 6-20 |0.07-0.09| 0.0-2.9 | 2.0-5.0 | .02 | .02 | | |

 | 4-32 | 1-7 |1.50-1.65| 6-20 |0.03-0.11| 0.0-2.9 | 0.1-0.5 | --- | --- | | |

 | 32-80 | 0-4 |1.65-1.75| 6-60 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

551A: | | | | | | | | | | | |

 Impact----------------| 0-8 | 3-5 |1.35-1.65| 6-20 |0.08-0.10| 0.0-2.9 | 1.0-3.0 | .02 | .02 | 5 | 1 | 220

 | 8-15 | 3-5 |1.35-1.65| 6-20 |0.08-0.10| 0.0-2.9 | 1.0-3.0 | .02 | .02 | | |

 | 15-36 | 0-6 |1.55-1.65| 6-20 |0.05-0.13| 0.0-2.9 | 0.0-1.0 | .15 | .15 | | |

 | 36-60 | 0-2 |1.60-1.70| 6-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

556A: | | | | | | | | | | | |

 Mindoro---------------| 0-9 | 3-5 |1.35-1.65| 6-20 |0.08-0.10| 0.0-2.9 | 1.0-3.0 | .02 | .02 | 5 | 1 | 220

 | 9-17 | 3-5 |1.35-1.65| 6-20 |0.08-0.10| 0.0-2.9 | 1.0-3.0 | .02 | .02 | | |

 | 17-45 | 0-6 |1.55-1.65| 6-20 |0.05-0.13| 0.0-2.9 | 0.0-1.0 | .02 | .02 | | |

 | 45-60 | 0-2 |1.60-1.70| 6-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | | | | | | | | | | | |

561B: | | | | | | | | | | | |

 Tarr------------------| 0-9 | 3-5 |1.50-1.65| 6-20 |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| 6-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 34-62 | 0-2 |1.60-1.70| 6-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |
350 Soil Survey of

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

561C: | | | | | | | | | | | |

 Tarr------------------| 0-9 | 3-5 |1.50-1.65| 6-20 |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| 6-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 34-62 | 0-2 |1.60-1.70| 6-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

561F: | | | | | | | | | | | |

 Tarr------------------| 0-2 | --- |0.15-0.30| 6-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 1 | 220

 | 2-6 | 3-5 |1.50-1.65| 6-20 |0.08-0.10| 0.0-2.9 | 2.0-5.0 | .02 | .02 | | |

 | 6-34 | 0-6 |1.55-1.70| 6-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 34-62 | 0-2 |1.60-1.70| 6-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

562B: | | | | | | | | | | | |

 Gosil-----------------| 0-9 | 2-4 |1.50-1.65| 6-20 |0.09-0.12| 0.0-2.9 | 0.5-2.0 | .10 | .10 | 5 | 2 | 134

 | 9-23 | 5-10|1.55-1.70| 2-20 |0.09-0.13| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 23-27 | 3-5 |1.55-1.70| 6-20 |0.05-0.11| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 27-60 | 1-3 |1.55-1.70| 6-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

562C: | | | | | | | | | | | |

 Gosil-----------------| 0-9 | 2-4 |1.50-1.65| 6-20 |0.09-0.12| 0.0-2.9 | 0.5-2.0 | .10 | .10 | 5 | 2 | 134

 | 9-23 | 5-10|1.55-1.70| 2-20 |0.09-0.13| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 23-27 | 3-5 |1.55-1.70| 6-20 |0.05-0.11| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 27-60 | 1-3 |1.55-1.70| 6-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

566A: | | | | | | | | | | | |

 Tint------------------| 0-9 | 4-8 |1.50-1.65| 6-20 |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| 6-20 |0.05-0.08| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 34-60 | 0-5 |1.60-1.70| 6-20 |0.04-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

568A: | | | | | | | | | | | |

 Majik-----------------| 0-4 | 4-10|1.35-1.65| 2-20 |0.09-0.12| 0.0-2.9 | 2.0-5.0 | .15 | .15 | 5 | 2 | 134

 | 4-7 | 4-10|1.35-1.65| 6-20 |0.06-0.12| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 7-29 | 2-8 |1.55-1.65| 6-20 |0.05-0.11| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 29-60 | 1-5 |1.60-1.70| 6-20 |0.04-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

569A: | | | | | | | | | | | |

 Newlang---------------| 0-3 | --- |0.30-0.50| 0.2-6 |0.35-0.45| --- | 20-70 | --- | --- | 5 | 2 | 134

 | 3-6 | 4-10|1.35-1.65| 6-20 |0.06-0.18| 0.0-2.9 | 5.0-20 | .05 | .05 | | |

 | 6-22 | 5-10|1.50-1.70| 6-20 |0.06-0.11| 0.0-2.9 | 0.0-1.0 | .02 | .02 | | |

 | 22-63 | 3-5 |1.60-1.70| 6-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .02 | .02 | | |

 | | | | | | | | | | | |

576B: | | | | | | | | | | | |

 Tintson---------------| 0-8 | 5-10|1.35-1.65| 6-20 |0.07-0.09| 0.0-2.9 | 0.5-2.0 | .02 | .02 | 5 | 1 | 220

 | 8-46 | 0-5 |1.55-1.65| 6-20 |0.05-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 46-60 | 3-20|1.45-1.60| 0.6-2 |0.13-0.22| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |

601C: | | | | | | | | | | | |

 Beavercreek-----------| 0-5 | 5-18|1.35-1.55| 2-6 |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| 2-6 |0.10-0.18| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 12-60 | 5-18|1.45-1.65| 2-6 |0.04-0.15| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

606A: | | | | | | | | | | | |

 Huntsville------------| 0-12 | 18-27|1.25-1.55| 0.6-2 |0.22-0.24| 0.0-2.9 | 3.0-4.0 | .32 | .32 | 5 | 6 | 48

 | 12-50 | 18-27|1.35-1.55| 0.6-2 |0.22-0.24| 3.0-5.9 | 3.0-4.0 | .37 | .37 | | |

 | 50-60 | 15-25|1.40-1.60| 0.6-2 |0.17-0.21| 0.0-2.9 | 0.2-1.0 | .37 | .37 | | |

 | | | | | | | | | | | |

608A: | | | | | | | | | | | |

 Lawson----------------| 0-30 | 10-27|1.25-1.55| 0.6-2 |0.22-0.24| 0.0-2.9 | 3.0-7.0 | .32 | .32 | 5 | 5 | 56

 | 30-60 | 18-30|1.55-1.65| 0.6-2 |0.18-0.20| 3.0-5.9 | 0.5-2.0 | .37 | .37 | | |

 | | | | | | | | | | | |

609A: | | | | | | | | | | | |

 Otter-----------------| 0-25 | 10-27|1.10-1.25| 0.6-2 |0.22-0.24| 0.0-2.9 | 5.0-10 | .32 | .32 | 5 | 6 | 48

 | 25-60 | 18-28|1.40-1.60| 0.6-2 |0.17-0.22| 3.0-5.9 | 0.5-2.0 | .37 | .37 | | |

 | | | | | | | | | | | |
La Crosse County, Wisconsin 351

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

625A: | | | | | | | | | | | |

 Arenzville------------| 0-10 | 8-18|1.20-1.55| 0.6-2 |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| 0.6-2 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | 25-40 | 8-30|1.25-1.45| 0.6-2 |0.18-0.22| 0.0-2.9 | 2.0-7.0 | .37 | .37 | | |

 | 40-60 | 8-18|1.20-1.40| 0.6-2 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | | | | | | | | | | | |

626A: | | | | | | | | | | | |

 Arenzville------------| 0-10 | 8-18|1.20-1.55| 0.6-2 |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| 0.6-2 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 25-40 | 8-30|1.25-1.45| 0.6-2 |0.18-0.22| 0.0-2.9 | 2.0-7.0 | --- | --- | | |

 | 40-60 | 8-18|1.20-1.40| 0.6-2 |0.20-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

628A: | | | | | | | | | | | |

 Orion-----------------| 0-8 | 8-18|1.20-1.55| 0.6-2 |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| 0.6-2 |0.20-0.22| 0.0-2.9 | 1.0-3.0 | --- | --- | | |

 | 32-40 | 8-30|1.25-1.45| 0.6-2 |0.18-0.22| 0.0-2.9 | 3.0-8.0 | --- | --- | | |

 | 40-60 | 8-18|1.20-1.40| 0.6-2 |0.18-0.22| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

629A: | | | | | | | | | | | |

 Ettrick---------------| 0-16 | 15-27|1.25-1.35| 0.6-2 |0.22-0.29| 0.0-2.9 | 4.0-12 | .32 | .32 | 5 | 6 | 48

 | 16-35 | 20-35|1.30-1.45| 0.2-0.6 |0.18-0.29| 3.0-5.9 | 0.5-2.0 | --- | --- | | |

 | 35-60 | 8-27|1.30-1.50| 0.06-0.2 |0.20-0.25| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | | | | | | | | | | | |

656A: | | | | | | | | | | | |

 Scotah----------------| 0-4 | 2-15|1.50-1.65| 2-20 |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| 2-20 |0.06-0.11| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 22-60 | 1-8 |1.55-1.70| 2-60 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

666A: | | | | | | | | | | | |

 Absco-----------------| 0-4 | 4-15|1.30-1.60| 6-20 |0.10-0.12| 0.0-2.9 | 0.5-2.0 | .10 | .10 | 5 | 2 | 134

 | 4-14 | 0-10|1.45-1.65| 6-20 |0.05-0.11| 0.0-2.9 | 0.5-1.0 | .17 | .17 | | |

 | 14-60 | 0-10|1.55-1.70| 6-20 |0.04-0.06| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

676A: | | | | | | | | | | | |

 Kickapoo--------------| 0-5 | 8-16|1.20-1.55| 0.6-6 |0.16-0.18| 0.0-2.9 | 1.0-2.0 | .28 | .28 | 5 | 3 | 86

 | 5-36 | 4-18|1.50-1.60| 0.6-6 |0.12-0.16| 0.0-2.9 | 1.0-2.0 | .15 | .24 | | |

 | 36-41 | 12-18|1.55-1.65| 0.6-2 |0.12-0.22| 0.0-2.9 | 1.0-3.0 | .24 | .24 | | |

 | 41-60 | 12-18|1.55-1.65| 0.6-2 |0.10-0.16| 0.0-2.9 | 0.0-0.5 | .15 | .24 | | |

 | | | | | | | | | | | |

739A: | | | | | | | | | | | |

 Root------------------| 0-7 | 5-18|1.25-1.45| 0.6-2 |0.20-0.24| 0.0-2.9 | 3.0-5.0 | .17 | .28 | 4 | 5 | 56

 | 7-21 | 5-18|1.25-1.45| 0.6-2 |0.20-0.24| 0.0-2.9 | 3.0-5.0 | .17 | .28 | | |

 | 21-60 | 5-18|1.40-1.60| 6-20 |0.06-0.12| 0.0-2.9 | 0.0-1.0 | .10 | --- | | |

 | | | | | | | | | | | |

743C2: | | | | | | | | | | | |

 Council---------------| 0-7 | 6-10|1.35-1.60| 0.6-2 |0.17-0.24| 0.0-2.9 | 1.0-2.0 | .32 | .32 | 5 | 3 | 56

 | 7-45 | 10-18|1.50-1.65| 0.6-2 |0.14-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | 45-60 | 8-18|1.45-1.65| 0.6-2 |0.14-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | | | | | | | | | | | |

743D2: | | | | | | | | | | | |

 Council---------------| 0-7 | 6-10|1.35-1.60| 0.6-2 |0.17-0.24| 0.0-2.9 | 1.0-2.0 | .32 | .32 | 5 | 3 | 56

 | 7-45 | 10-18|1.50-1.65| 0.6-2 |0.14-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | 45-60 | 8-18|1.45-1.65| 0.6-2 |0.14-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | | | | | | | | | | | |

743E2: | | | | | | | | | | | |

 Council---------------| 0-7 | 6-10|1.35-1.60| 0.6-2 |0.17-0.24| 0.0-2.9 | 1.0-2.0 | .32 | .32 | 5 | 3 | 56

 | 7-45 | 10-18|1.50-1.65| 0.6-2 |0.14-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | 45-60 | 8-18|1.45-1.65| 0.6-2 |0.14-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | | | | | | | | | | | |
352 Soil Survey of

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

1125F: | | | | | | | | | | | |

 Dorerton--------------| 0-3 | 10-18|1.35-1.55| 0.6-2 |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| 0.6-6 |0.12-0.22| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 15-18 | 18-35|1.40-1.55| 0.2-2 |0.15-0.22| 3.0-5.9 | 0.5-1.0 | --- | --- | | |

 | 18-30 | 20-35|1.25-1.55| 0.2-2 |0.02-0.12| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 30-60 | 2-25|1.60-1.70| 0.6-20 |0.01-0.09| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

 Elbaville-------------| 0-1 | 0-0 |0.15-0.30| 6-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 4 | 5 | 56

 | 1-5 | 10-27|1.30-1.50| 0.6-2 |0.22-0.24| 0.0-2.9 | 3.0-7.0 | .37 | .37 | | |

 | 5-11 | 10-20|1.40-1.60| 0.6-2 |0.20-0.22| 0.0-2.9 | 0.5-1.0 | --- | --- | | |

 | 11-21 | 18-35|1.50-1.65| 0.2-2 |0.17-0.22| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 21-26 | 35-50|1.25-1.35| 0.06-0.2 |0.10-0.20| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 26-37 | 20-50|1.35-1.50| 0.6-2 |0.02-0.13| 3.0-5.9 | 0.0-0.5 | --- | --- | | |

 | 37-60 | 5-18|1.40-1.65| 0.6-20 |0.01-0.09| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

1145F: | | | | | | | | | | | |

 Gaphill---------------| 0-2 | 0-0 |0.15-0.30| 6-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 4 | 3 | 86

 | 2-5 | 8-15|1.45-1.55| 0.6-6 |0.10-0.15| 0.0-2.9 | 4.0-8.0 | .24 | .24 | | |

 | 5-11 | 5-12|1.45-1.65| 0.6-6 |0.09-0.19| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 11-32 | 8-17|1.45-1.65| 0.6-6 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 32-50 | 2-8 |1.60-1.70| 6-20 |0.03-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 50-56 | 1-6 |1.60-1.70| 6-20 |0.03-0.06| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 56-80 | --- | --- | 0.2-2 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

 Rockbluff-------------| 0-2 | 0-0 |0.15-0.30| 6-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 4 | 2 | 134

 | 2-4 | 2-6 |1.50-1.65| 6-20 |0.10-0.12| 0.0-2.9 | 4.0-8.0 | .10 | .10 | | |

 | 4-9 | 1-5 |1.55-1.70| 6-20 |0.07-0.12| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 9-35 | 1-5 |1.55-1.70| 6-20 |0.02-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 35-52 | 0-3 |1.60-1.70| 6-20 |0.02-0.08| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 52-80 | --- | --- | 0.2-2 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

1155F: | | | | | | | | | | | |

 Brodale---------------| 0-6 | 5-18|1.15-1.30| 0.6-2 |0.06-0.12| 0.0-2.9 | 3.0-7.0 | .20 | .28 | 3 | 5 | 56

 | 6-50 | 5-18|1.20-1.35| 0.6-6 |0.04-0.09| 0.0-2.9 | 0.0-1.0 | .05 | --- | | |

 | 50-80 | --- | --- | 0.06-0.6 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

 Bellechester----------| 0-7 | 1-3 |1.45-1.60| 6-20 |0.06-0.09| 0.0-2.9 | 1.0-4.0 | .02 | .02 | 4 | 1 | 220

 | 7-23 | 1-7 |1.45-1.60| 6-20 |0.06-0.09| 0.0-2.9 | 1.0-4.0 | .02 | .02 | | |

 | 23-42 | 2-8 |1.50-1.65| 6-20 |0.04-0.08| 0.0-2.9 | 0.0-1.0 | .05 | .15 | | |

 | 42-80 | --- | --- | 0.2-2 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

 Rock outcrop----------| 0-80 | --- | --- | 0.06-0.6 |0.00-0.00| 0.0-2.9 | --- | --- | --- | - | --- | ---

 | | | | | | | | | | | |

1233F: | | | | | | | | | | | |

 Boone-----------------| 0-1 | 0-0 |0.15-0.30| 6-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 3 | 1 | 220

 | 1-3 | 2-3 |1.50-1.65| 6-20 |0.07-0.09| 0.0-2.9 | 3.0-7.0 | .02 | .02 | | |

 | 3-21 | 0-3 |1.55-1.70| 6-20 |0.05-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 21-35 | 0-3 |1.60-1.70| 6-20 |0.04-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 35-60 | --- | --- | 0.2-2 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

 Tarr------------------| 0-2 | 0-0 |0.15-0.30| 6-20 |0.55-0.65| --- | 65-85 | .02 | .02 | 5 | 1 | 220

 | 2-6 | 3-5 |1.50-1.65| 6-20 |0.08-0.10| 0.0-2.9 | 2.0-5.0 | .02 | .02 | | |

 | 6-34 | 0-6 |1.55-1.70| 6-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 34-62 | 0-2 |1.60-1.70| 6-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

1658A: | | | | | | | | | | | |

 Algansee--------------| 0-4 | 5-15|1.35-1.55| 2-6 |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| 6-20 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | 31-60 | 0-10|1.65-1.75| 6-60 |0.02-0.10| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |
La Crosse County, Wisconsin 353

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

1658A: | | | | | | | | | | | |

 Kalmarville-----------| 0-6 | 10-23|1.30-1.55| 0.6-2 |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| 0.6-6 |0.13-0.22| 0.0-2.9 | 1.0-5.0 | --- | --- | | |

 | 37-42 | 5-20|1.55-1.70| 0.6-6 |0.13-0.18| 0.0-2.9 | 0.0-1.0 | --- | --- | | |

 | 42-60 | 2-5 |1.65-1.75| 6-60 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | --- | --- | | |

 | | | | | | | | | | | |

1743F: | | | | | | | | | | | |

 Council---------------| 0-1 | --- |0.15-0.30| 6-20 |0.55-0.65| --- | 65-85 | .32 | .32 | 5 | 5 | 56

 | 1-3 | 6-10|1.35-1.60| 0.6-2 |0.17-0.24| 0.0-2.9 | 3.0-7.0 | .32 | .32 | | |

 | 3-45 | 10-18|1.45-1.65| 0.6-2 |0.14-0.22| 0.0-2.9 | 0.0-0.5 | .37 | .37 | | |

 | 45-60 | 8-18|1.45-1.65| 0.6-2 |0.14-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | | | | | | | | | | | |

 Elevasil--------------| 0-1 | --- |0.15-0.30| 6-20 |0.55-0.65| --- | 65-85 | .24 | .24 | 3 | 3 | 86

 | 1-3 | 8-13|1.40-1.60| 0.6-6 |0.13-0.15| 0.0-2.9 | 3.0-7.0 | .24 | .24 | | |

 | 3-27 | 10-17|1.45-1.65| 0.6-6 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 27-31 | 2-10|1.50-1.70| 2-20 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 31-39 | 1-8 |1.60-1.70| 6-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 39-60 | --- | --- | 0.2-2 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

 Norden----------------| 0-1 | --- |0.15-0.30| 6-20 |0.55-0.65| --- | 65-85 | .37 | .37 | 3 | 5 | 56

 | 1-3 | 12-16|1.30-1.45| 0.6-2 |0.22-0.24| 0.0-2.9 | 3.0-7.0 | .37 | .37 | | |

 | 3-20 | 14-27|1.40-1.55| 0.6-2 |0.17-0.22| 3.0-5.9 | 0.0-0.5 | .43 | .43 | | |

 | 20-37 | 10-26|1.40-1.60| 0.6-6 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .32 | | |

 | 37-60 | --- | --- | 0.06-2 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

2002. | | | | | | | | | | | |

 Udorthents, earthen | | | | | | | | | | | |

 dams | | | | | | | | | | | |

 | | | | | | | | | | | |

2003A. | | | | | | | | | | | |

 Riverwash | | | | | | | | | | | |

 | | | | | | | | | | | |

2013. | | | | | | | | | | | |

 Pits, gravel | | | | | | | | | | | |

 | | | | | | | | | | | |

2014. | | | | | | | | | | | |

 Pits, quarry, hard | | | | | | | | | | | |

 bedrock | | | | | | | | | | | |

 | | | | | | | | | | | |

2020. | | | | | | | | | | | |

 Urban land, valley | | | | | | | | | | | |

 trains | | | | | | | | | | | |

 | | | | | | | | | | | |

2030: | | | | | | | | | | | |

 Udorthents, cut or | | | | | | | | | | | |

 fill. | | | | | | | | | | | |

 | | | | | | | | | | | |

 Udipsamments, cut or | | | | | | | | | | | |

 fill. | | | | | | | | | | | |

 | | | | | | | | | | | |

2040. | | | | | | | | | | | |

 Udipsamments, dredge | | | | | | | | | | | |

 material | | | | | | | | | | | |

 | | | | | | | | | | | |

2050. | | | | | | | | | | | |

 Landfill | | | | | | | | | | | |

 | | | | | | | | | | | |
354 Soil Survey of

Table 24.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | matter | | | |bility|bility

 | | | density | |capacity | bility | | Kw | Kf | T |group |index ________________________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | Pct | | | | |

 | | | | | | | | | | | |

M-W. | | | | | | | | | | | |

 Miscellaneous water | | | | | | | | | | | |

 | | | | | | | | | | | |

W. | | | | | | | | | | | |

 Water | | | | | | | | | | | |

 | | | | | | | | | | | | ________________________________________________________________________________________________________________________
La Crosse County, Wisconsin 355

Table 25.--Chemical Properties of the Soils

(Absence of an entry indicates that data were not estimated)

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

20A: | | | | |

 Palms----------------| 0-40 | 110-230 | --- | 5.1-7.3 | 0

 | 40-60 | 10-50 | --- | 6.1-8.4 | 0-20

 | | | | |

 Houghton-------------| 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

 | | | | |

21A: | | | | |

 Palms----------------| 0-40 | 110-230 | --- | 5.1-7.3 | 0

 | 40-60 | 10-50 | --- | 6.1-8.4 | 0-20

 | | | | |

30A: | | | | |

 Adder----------------| 0-22 | 150-200 | --- | 5.1-7.3 | 0

 | 22-60 | 1.0-3.0 | --- | 5.6-7.3 | 0

 | | | | |

110D3: | | | | |

 Timula---------------| 0-9 | 8.0-15 | --- | 6.1-7.8 | 0

 | 9-28 | 7.0-14 | --- | 6.1-7.8 | 0

 | 28-60 | 4.0-11 | --- | 7.4-8.4 | 5-35

 | | | | |

110E2: | | | | |

 Timula---------------| 0-9 | 9.0-17 | --- | 6.1-7.8 | 0

 | 9-28 | 7.0-14 | --- | 6.1-7.8 | 0

 | 28-60 | 4.0-11 | --- | 7.4-8.4 | 5-35

 | | | | |

114B2: | | | | |

 Mt. Carroll----------| 0-9 | 15-24 | --- | 5.6-7.3 | 0

 | 9-12 | 11-17 | --- | 5.6-7.3 | 0

 | 12-46 | 10-25 | --- | 5.1-7.3 | 0

 | 46-80 | 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

 | | | | |

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

 | | | | |
356 Soil Survey of

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

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

 | | | | |

126B: | | | | |

 Barremills-----------| 0-27 | 10-25 | --- | 5.6-7.3 | 0

 | 27-65 | 10-20 | --- | 5.1-7.3 | 0

 | 65-80 | 7.0-15 | --- | 5.1-7.3 | 0

 | | | | |

132B2: | | | | |

 Brinkman-------------| 0-9 | 10-20 | --- | 5.1-7.3 | 0

 | 9-71 | 10-25 | --- | 5.1-7.3 | 0

 | 71-80 | 25-50 | --- | 4.5-6.5 | 0

 | | | | |

132C2: | | | | |

 Brinkman-------------| 0-9 | 10-20 | --- | 5.1-7.3 | 0

 | 9-71 | 10-25 | --- | 5.1-7.3 | 0

 | 71-80 | 25-50 | --- | 4.5-6.5 | 0

 | | | | |

133B2: | | | | |

 Valton---------------| 0-9 | 10-20 | --- | 5.1-7.3 | 0

 | 9-22 | 15-25 | --- | 5.1-7.3 | 0

 | 22-60 | 25-50 | --- | 4.5-6.5 | 0

 | | | | |

133C2: | | | | |

 Valton---------------| 0-9 | 10-20 | --- | 5.1-7.3 | 0

 | 9-22 | 15-25 | --- | 5.1-7.3 | 0

 | 22-60 | 25-50 | --- | 4.5-6.5 | 0

 | | | | |

133D2: | | | | |

 Valton---------------| 0-9 | 10-20 | --- | 5.1-7.3 | 0

 | 9-22 | 15-25 | --- | 5.1-7.3 | 0

 | 22-60 | 25-50 | --- | 4.5-6.5 | 0

 | | | | |

134C2: | | | | |

 Lamoille-------------| 0-9 | 10-20 | --- | 6.1-7.3 | 0

 | 9-13 | 10-20 | --- | 6.1-7.3 | 0

 | 13-27 | 25-50 | --- | 5.1-6.0 | 0

 | 27-37 | 20-40 | --- | 5.6-7.3 | 0

 | 37-60 | 5.0-20 | --- | 7.4-8.4 | 0-10

 | | | | |

134D2: | | | | |

 Lamoille-------------| 0-9 | 10-20 | --- | 6.1-7.3 | 0

 | 9-13 | 10-20 | --- | 6.1-7.3 | 0

 | 13-27 | 25-50 | --- | 5.1-6.0 | 0

 | 27-37 | 20-40 | --- | 5.6-7.3 | 0

 | 37-60 | 5.0-20 | --- | 7.4-8.4 | 0-10

 | | | | |
La Crosse County, Wisconsin 357

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

163E2: | | | | |

 Elbaville------------| 0-8 | 9.0-25 | --- | 5.1-7.3 | 0

 | 8-11 | 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

 | | | | |

202C2: | | | | |

 Lambeau--------------| 0-9 | 10-20 | --- | 6.1-7.3 | 0

 | 9-42 | 10-25 | --- | 5.1-6.5 | 0

 | 42-54 | 5.0-10 | --- | 4.5-6.5 | 0

 | 54-64 | 0.0-5.0 | --- | 4.5-6.5 | 0

 | 64-80 | --- | --- | --- | ---

 | | | | |

202D2: | | | | |

 Lambeau--------------| 0-9 | 10-20 | --- | 6.1-7.3 | 0

 | 9-42 | 10-25 | --- | 5.1-6.5 | 0

 | 42-54 | 5.0-10 | --- | 4.5-6.5 | 0

 | 54-64 | 0.0-5.0 | --- | 4.5-6.5 | 0

 | 64-80 | --- | --- | --- | ---

 | | | | |

213D2: | | | | |

 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 | --- | --- | --- | ---

 | | | | |

213E2: | | | | |

 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

 | | | | |
358 Soil Survey of

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

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

 | | | | |

253C2: | | | | |

 Greenridge-----------| 0-9 | 10-20 | --- | 5.1-7.3 | 0

 | 9-50 | 10-25 | --- | 5.1-6.5 | 0

 | 50-69 | --- | 2.0-15 | 4.5-6.0 | 0

 | 69-80 | --- | --- | --- | ---

 | | | | |

253D2: | | | | |

 Greenridge-----------| 0-9 | 10-20 | --- | 5.1-7.3 | 0

 | 9-50 | 10-25 | --- | 5.1-6.5 | 0

 | 50-69 | --- | 2.0-15 | 4.5-6.0 | 0

 | 69-80 | --- | --- | --- | ---

 | | | | |

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 | --- | --- | --- | ---

 | | | | |

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 | --- | --- | --- | ---

 | | | | |

296B: | | | | |

 Ludington------------| 0-1 | --- | 80-120 | 3.5-6.0 | ---

 | 1-4 | --- | 2.0-7.0 | 3.5-6.5 | 0

 | 4-11 | --- | 1.0-7.0 | 3.5-6.0 | 0

 | 11-16 | --- | 2.0-10 | 3.5-6.0 | 0

 | 16-33 | --- | 0.0-7.0 | 3.5-6.0 | 0

 | 33-39 | --- | 2.0-30 | 3.5-5.5 | 0

 | 39-60 | --- | --- | --- | ---

 | | | | |

312B2: | | | | |

 Festina--------------| 0-7 | 10-25 | --- | 5.6-7.3 | 0

 | 7-12 | 10-20 | --- | 5.6-7.3 | 0

 | 12-38 | 20-25 | --- | 5.1-6.0 | 0

 | 38-68 | 15-20 | --- | 5.1-6.5 | 0

 | | | | |

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

 | | | | |
La Crosse County, Wisconsin 359

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

326B2: | | | | |

 Medary---------------| 0-7 | 10-25 | --- | 5.1-7.3 | 0

 | 7-14 | 10-20 | --- | 5.1-6.5 | 0

 | 14-30 | 20-50 | --- | 5.1-6.5 | 0

 | 30-60 | 10-50 | --- | 5.1-7.8 | 0-15

 | | | | |

326F: | | | | |

 Medary---------------| 0-3 | 15-30 | --- | 5.1-6.5 | 0

 | 3-14 | 10-20 | --- | 5.1-6.5 | 0

 | 14-30 | 20-50 | --- | 5.1-6.5 | 0

 | 30-60 | 10-50 | --- | 5.1-7.8 | 0-15

 | | | | |

336A: | | | | |

 Toddville------------| 0-20 | 15-25 | --- | 5.6-7.3 | 0

 | 20-41 | 15-25 | --- | 5.1-7.3 | 0

 | 41-50 | 5.0-15 | --- | 5.1-7.3 | 0

 | 50-60 | 1.0-5.0 | --- | 5.6-7.3 | 0

 | | | | |

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

 | | | | |

424B: | | | | |

 Merit----------------| 0-9 | 10-20 | --- | 4.5-7.3 | 0

 | 9-12 | 10-20 | --- | 4.5-6.5 | 0

 | 12-30 | 5.0-20 | --- | 4.5-6.5 | 0

 | 30-60 | 1.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

424D2: | | | | |

 Merit----------------| 0-9 | 10-20 | --- | 4.5-7.3 | 0

 | 9-12 | 10-20 | --- | 4.5-6.5 | 0

 | 12-30 | 5.0-20 | --- | 4.5-6.5 | 0

 | 30-60 | 1.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

424F: | | | | |

 Merit----------------| 0-3 | 10-25 | --- | 4.5-6.5 | 0

 | 3-12 | 10-20 | --- | 4.5-6.5 | 0

 | 12-30 | 5.0-20 | --- | 4.5-6.5 | 0

 | 30-60 | 1.0-6.0 | --- | 4.5-6.5 | 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

 | | | | |

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

 | | | | |
360 Soil Survey of

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

434C2: | | | | |

 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

 | | | | |

446A: | | | | |

 Merimod--------------| 0-9 | 10-20 | --- | 4.5-7.3 | 0

 | 9-17 | 10-20 | --- | 4.5-6.5 | 0

 | 17-32 | 5.0-20 | --- | 4.5-6.5 | 0

 | 32-52 | 0.0-6.0 | --- | 4.5-6.5 | 0

 | 52-60 | 1.0-6.0 | --- | 4.5-6.5 | 0

 | | | | |

456A: | | | | |

 Bilmod---------------| 0-9 | 5.0-15 | --- | 4.5-7.3 | 0

 | 9-24 | 4.0-15 | --- | 4.5-6.5 | 0

 | 24-32 | 1.0-8.0 | --- | 4.5-6.5 | 0

 | 32-46 | 0.0-4.0 | --- | 4.5-6.5 | 0

 | 46-60 | 1.0-5.0 | --- | 4.5-6.5 | 0

 | | | | |

458A: | | | | |

 Hoop-----------------| 0-11 | 6.0-15 | --- | 4.5-7.3 | 0

 | 11-24 | 2.0-15 | --- | 4.5-6.5 | 0

 | 24-34 | 1.0-9.0 | --- | 5.1-6.5 | 0

 | 34-60 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | | | | |

483B2: | | | | |

 Brice----------------| 0-9 | 5.0-10 | --- | 5.1-7.3 | 0

 | 9-23 | 3.0-7.0 | --- | 5.6-7.3 | 0

 | 23-35 | 5.0-15 | --- | 5.6-6.5 | 0

 | 35-42 | 3.0-7.0 | --- | 5.6-6.5 | 0

 | 42-80 | 3.0-10 | --- | 5.6-7.3 | 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

 | | | | |

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

 | | | | |

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

 | | | | |
La Crosse County, Wisconsin 361

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

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

 | | | | |

551A: | | | | |

 Impact---------------| 0-8 | 5.0-10 | --- | 5.1-7.3 | 0

 | 8-15 | 5.0-10 | --- | 5.1-7.3 | 0

 | 15-36 | 1.0-7.0 | --- | 4.5-6.5 | 0

 | 36-60 | 0.0-5.0 | --- | 5.1-6.5 | 0

 | | | | |

556A: | | | | |

 Mindoro--------------| 0-9 | 5.0-10 | --- | 5.1-7.3 | 0

 | 9-17 | 5.0-10 | --- | 5.1-7.3 | 0

 | 17-45 | 1.0-7.0 | --- | 5.1-6.5 | 0

 | 45-60 | 0.0-5.0 | --- | 5.6-7.3 | 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

 | | | | |

561C: | | | | |

 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

 | | | | |

561F: | | | | |

 Tarr-----------------| 0-2 | --- | 80-120 | 3.5-6.5 | ---

 | 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

 | | | | |

562B: | | | | |

 Gosil----------------| 0-9 | 2.0-7.0 | --- | 4.5-7.3 | 0

 | 9-23 | 2.0-9.0 | --- | 5.1-6.5 | 0

 | 23-27 | 1.0-5.0 | --- | 5.1-6.5 | 0

 | 27-60 | 0.0-3.0 | --- | 5.1-6.5 | 0

 | | | | |

562C: | | | | |

 Gosil----------------| 0-9 | 2.0-7.0 | --- | 4.5-7.3 | 0

 | 9-23 | 2.0-9.0 | --- | 5.1-6.5 | 0

 | 23-27 | 1.0-5.0 | --- | 5.1-6.5 | 0

 | 27-60 | 0.0-3.0 | --- | 5.1-6.5 | 0

 | | | | |

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

 | | | | |

568A: | | | | |

 Majik----------------| 0-4 | 2.0-15 | --- | 4.5-7.3 | 0

 | 4-7 | 1.0-9.0 | --- | 4.5-7.3 | 0

 | 7-29 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 29-60 | 0.0-4.0 | --- | 5.6-7.3 | 0

 | | | | |
362 Soil Survey of

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

569A: | | | | |

 Newlang--------------| 0-3 | --- | 40-140 | 3.5-6.0 | 0

 | 3-6 | --- | 10-50 | 3.5-6.0 | 0

 | 6-22 | 1.0-10 | --- | 5.6-7.3 | 0

 | 22-63 | 1.0-5.0 | --- | 5.6-7.3 | 0

 | | | | |

576B: | | | | |

 Tintson--------------| 0-8 | 2.0-10 | --- | 4.5-7.3 | 0

 | 8-46 | --- | 0.0-5.0 | 4.5-6.0 | 0

 | 46-60 | --- | 1.0-15 | 4.5-6.0 | 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

 | | | | |

606A: | | | | |

 Huntsville-----------| 0-12 | 17-24 | --- | 6.1-7.3 | 0

 | 12-50 | 17-24 | --- | 6.1-7.3 | 0

 | 50-60 | 9.0-17 | --- | 6.1-7.8 | 0-5

 | | | | |

608A: | | | | |

 Lawson---------------| 0-30 | 11-30 | --- | 6.1-7.8 | 0

 | 30-60 | 11-23 | --- | 6.1-7.8 | 0-5

 | | | | |

609A: | | | | |

 Otter----------------| 0-25 | 11-30 | --- | 6.1-7.8 | 0

 | 25-60 | 11-23 | --- | 6.1-7.8 | 0-5

 | | | | |

625A: | | | | |

 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

 | | | | |

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--------------| 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

 | | | | |

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

 | | | | |

666A: | | | | |

 Absco----------------| 0-4 | 3.0-15 | --- | 4.5-7.3 | 0

 | 4-14 | 4.0-8.0 | --- | 4.5-7.3 | 0

 | 14-60 | 1.0-5.0 | --- | 4.5-7.3 | 0

 | | | | |
La Crosse County, Wisconsin 363

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

676A: | | | | |

 Kickapoo-------------| 0-5 | 5.0-20 | --- | 5.1-7.3 | 0

 | 5-36 | 5.0-20 | --- | 5.1-7.3 | 0

 | 36-41 | 10-30 | --- | 5.1-7.3 | 0

 | 41-60 | 5.0-15 | --- | 5.1-7.3 | 0

 | | | | |

739A: | | | | |

 Root-----------------| 0-7 | 5.0-20 | --- | 6.6-7.8 | 0-5

 | 7-21 | 5.0-20 | --- | 6.6-7.8 | 0-5

 | 21-60 | 5.0-15 | --- | 7.4-7.8 | 1-15

 | | | | |

743C2: | | | | |

 Council--------------| 0-7 | 5.0-15 | --- | 4.5-7.3 | 0

 | 7-45 | 5.0-15 | --- | 4.5-6.5 | 0

 | 45-60 | 5.0-15 | --- | 5.1-7.3 | 0

 | | | | |

743D2: | | | | |

 Council--------------| 0-7 | 5.0-15 | --- | 4.5-7.3 | 0

 | 7-45 | 5.0-15 | --- | 4.5-6.5 | 0

 | 45-60 | 5.0-15 | --- | 5.1-7.3 | 0

 | | | | |

743E2: | | | | |

 Council--------------| 0-7 | 5.0-15 | --- | 4.5-7.3 | 0

 | 7-45 | 5.0-15 | --- | 4.5-6.5 | 0

 | 45-60 | 5.0-15 | --- | 5.1-7.3 | 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

 | | | | |

1155F: | | | | |

 Brodale--------------| 0-6 | 7.0-19 | --- | 6.6-8.4 | 0-20

 | 6-50 | 3.0-11 | --- | 7.4-8.4 | 40-60

 | 50-80 | --- | --- | --- | ---

 | | | | |
364 Soil Survey of

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

1155F: | | | | |

 Bellechester---------| 0-7 | 2.0-6.0 | --- | 6.1-8.4 | 0

 | 7-23 | 2.0-6.0 | --- | 6.1-8.4 | 0

 | 23-42 | 1.0-6.0 | --- | 6.6-8.4 | 0-5

 | 42-80 | --- | --- | --- | ---

 | | | | |

 Rock outcrop. | | | | |

 | | | | |

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

 | | | | |

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----------| 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

 | | | | |

1743F: | | | | |

 Council--------------| 0-1 | --- | 80-120 | 3.5-6.0 | ---

 | 1-3 | 10-20 | --- | 4.5-6.5 | 0

 | 3-45 | 5.0-15 | --- | 4.5-6.5 | 0

 | 45-60 | 5.0-15 | --- | 5.1-7.3 | 0

 | | | | |

 Elevasil-------------| 0-1 | --- | 80-120 | 3.5-6.0 | ---

 | 1-3 | 10-20 | --- | 4.5-6.5 | 0

 | 3-27 | 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

 | | | | |

 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 | --- | --- | --- | ---

 | | | | |

2002. | | | | |

 Udorthents, earthen | | | | |

 dams | | | | |

 | | | | |

2003A. | | | | |

 Riverwash | | | | |

 | | | | |

2013. | | | | |

 Pits, gravel | | | | |

 | | | | |
La Crosse County, Wisconsin 365

Table 25.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol | Depth | Cation- |Effective| Soil |Calcium

 and soil name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

2014. | | | | |

 Pits, quarry, hard | | | | |

 bedrock | | | | |

 | | | | |

2020. | | | | |

 Urban land, valley | | | | |

 trains | | | | |

 | | | | |

2030: | | | | |

 Udorthents, cut or | | | | |

 fill. | | | | |

 | | | | |

 Udipsamments, cut or | | | | |

 fill. | | | | |

 | | | | |

2040. | | | | |

 Udipsamments, dredge | | | | |

 material | | | | |

 | | | | |

2050. | | | | |

 Landfill | | | | |

 | | | | |

M-W. | | | | |

 Miscellaneous water | | | | |

 | | | | |

W. | | | | |

 Water | | | | |

 | | | | | ____________________________________________________________________
Table 26.--Soil Moisture Status by Depth (Depths of layers are in feet. Absence of an entry indicates that the feature is not a concern or that data were not estimated. 

 definitions of terms used in this table) _______________________________________________________________________________________________________________________________ | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 20A: | | | | | | | | | |  Palms-----------|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--------|0.0-6.7: |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 | |  | | | | | | | | | | 21A: | | | | | | | | | |  Palms-----------|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 |  | | | | | | | | | | 30A: | | | | | | | | | |  Adder-----------|0.0-0.5: |0.0-0.5: |0.0: |0.0: |0.0: |0.0: |0.0-0.5: |0.0-0.5: |0.0-0.5: |0.0:  | 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: |0.0-6.7: |0.5-6.7: |0.5-6.7: |0.5-6.7: |0.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | 110D3: | | | | | | | | | |  Timula----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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  | | | | | | | | | | 110E2: | | | | | | | | | |  Timula----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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  | | | | | | | | | | 114B2: | | | | | | | | | |  Mt. Carroll-----|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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 26.--Soil Moisture Status by Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 115D2: | | | | | | | | | |  Seaton----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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  | | | | | | | | | | 126B: | | | | | | | | | |  Barremills------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-5.0: |0.0-4.5: |0.0-5.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-5.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | --- | --- | --- |5.0-5.5: |4.5-5.5: |5.0-5.5: | --- | --- | --- |5.0-5.5:  | | | | Wet | Wet | Wet | | | | Wet  | --- | --- | --- |5.5-6.7: |5.5-6.7: |5.5-6.7: | --- | --- | --- |5.5-6.7:  | | | | Moist | Moist | Moist | | | | Moist  | | | | | | | | | | 132B2: | | | | | | | | | |  Brinkman--------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-5.0: |0.0-4.5: |0.0-5.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-5.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | --- | --- | --- |5.0-5.5: |4.5-5.5: |5.0-5.5: | --- | --- | --- |5.0-5.5:  | | | | Wet | Wet | Wet | | | | Wet  | --- | --- | --- |5.5-6.7: |5.5-6.7: |5.5-6.7: | --- | --- | --- |5.5-6.7:  | | | | Moist | Moist | Moist | | | | Moist  | | | | | | | | | | 132C2: | | | | | | | | | |  Brinkman--------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-5.0: |0.0-4.5: |0.0-5.0: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-5.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | --- | --- | --- |5.0-5.5: |4.5-5.5: |5.0-5.5: | --- | --- | --- |5.0-5.5:  | | | | Wet | Wet | Wet | | | | Wet  | --- | --- | --- |5.5-6.7: |5.5-6.7: |5.5-6.7: | --- | --- | --- |5.5-6.7:  | | | | Moist | Moist | Moist | | | | Moist 

 | | | | | | | | | |  See footnote at end of table.
Table 26.--Soil Moisture Status by Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 133B2: | | | | | | | | | |  Valton----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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  | | | | | | | | | | 133C2: | | | | | | | | | |  Valton----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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  | | | | | | | | | | 133D2: | | | | | | | | | |  Valton----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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  | | | | | | | | | | 134C2: | | | | | | | | | |  Lamoille--------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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  | | | | | | | | | | 134D2: | | | | | | | | | |  Lamoille--------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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  | | | | | | | | | | 163E2: | | | | | | | | | |  Elbaville-------|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  | | | | | | | | | | 202C2: | | | | | | | | | |  Lambeau---------|0.0-5.3: |0.0-5.3: |0.0-5.3: |0.0-5.3: |0.0-5.3: |0.0-5.3: |0.0-5.3: |0.0-5.3: |0.0-5.3: |0.0-5.3:  | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | 202D2: | | | | | | | | | |  Lambeau---------|0.0-5.3: |0.0-5.3: |0.0-5.3: |0.0-5.3: |0.0-5.3: |0.0-5.3: |0.0-5.3: |0.0-5.3: |0.0-5.3: |0.0-5.3:  | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | 213D2: | | | | | | | | | |  Hixton----------|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  | | | | | | | | | | 213E2: | | | | | | | | | |  Hixton----------|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--------|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 26.--Soil Moisture Status by Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 224C2: | | | | | | | | | |  Elevasil--------|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--------|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-----------|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 | |  | | | | | | | | | | 253C2: | | | | | | | | | |  Greenridge------|0.0-5.7: |0.0-5.7: |0.0-5.7: |0.0-5.7: |0.0-5.7: |0.0-5.7: |0.0-5.7: |0.0-5.7: |0.0-5.7: |0.0-5.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | 253D2: | | | | | | | | | |  Greenridge------|0.0-5.7: |0.0-5.7: |0.0-5.7: |0.0-5.7: |0.0-5.7: |0.0-5.7: |0.0-5.7: |0.0-5.7: |0.0-5.7: |0.0-5.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | | | | | | | | | 254C2: | | | | | | | | | |  Norden----------|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----------|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----------|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  | | | | | | | | | | 296B: | | | | | | | | | |  Ludington-------|0.0-3.2: |0.0-3.2: |0.0-2.5: |0.0-2.0: |0.0-2.0: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-2.5:  | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | --- | --- |2.5-3.0: |2.0-3.0: |2.0-3.0: | --- | --- | --- | --- |2.5-3.0:  | | | Wet | Wet | Wet | | | | | Wet  | --- | --- |3.0-3.2: |3.0-3.2: |3.0-3.2: | --- | --- | --- | --- |3.0-3.2:  | | | Moist | Moist | Moist | | | | | Moist 

 | | | | | | | | | |  See footnote at end of table.
Table 26.--Soil Moisture Status by Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 312B2: | | | | | | | | | |  Festina---------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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  | | | | | | | | | | 318A: | | | | | | | | | |  Bearpen---------|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  | | | | | | | | | | 326B2: | | | | | | | | | |  Medary----------|0.0-6.7: |0.0-6.7: |0.0-3.5: |0.0-3.5: |0.0-3.0: |0.0-3.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-3.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | --- | --- |3.5-4.0: |3.5-4.0: |3.0-4.0: |3.5-4.0: | --- | --- | --- |3.0-4.0:  | | | Wet | Wet | Wet | Wet | | | | Wet  | --- | --- |4.0-6.7: |4.0-6.7: |4.0-6.7: |4.0-6.7: | --- | --- | --- |4.0-6.7:  | | | Moist | Moist | Moist | Moist | | | | Moist  | | | | | | | | | | 326F: | | | | | | | | | |  Medary----------|0.0-6.7: |0.0-6.7: |0.0-3.5: |0.0-3.5: |0.0-3.0: |0.0-3.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-3.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | --- | --- |3.5-4.0: |3.5-4.0: |3.0-4.0: |3.5-4.0: | --- | --- | --- |3.0-4.0:  | | | Wet | Wet | Wet | Wet | | | | Wet  | --- | --- |4.0-6.7: |4.0-6.7: |4.0-6.7: |4.0-6.7: | --- | --- | --- |4.0-6.7:  | | | Moist | Moist | Moist | Moist | | | | Moist  | | | | | | | | | | 336A: | | | | | | | | | |  Toddville-------|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  | | | | | | | | | | 403A: | | | | | | | | | |  Dakota----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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 26.--Soil Moisture Status by Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 424B: | | | | | | | | | |  Merit-----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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  | | | | | | | | | | 424D2: | | | | | | | | | |  Merit-----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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  | | | | | | | | | | 424F: | | | | | | | | | |  Merit-----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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--------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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  | | | | | | | | | | 434C2: | | | | | | | | | |  Bilson----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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  | | | | | | | | | | 446A: | | | | | | | | | |  Merimod---------|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  | | | | | | | | | | 456A: | | | | | | | | | |  Bilmod----------|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 26.--Soil Moisture Status by Depth--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 458A: | | | | | | | | | |  Hoop------------|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  | | | | | | | | | | 483B2: | | | | | | | | | |  Brice-----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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  | | | | | | | | | | 501A: | | | | | | | | | |  Finchford-------|0.0-6.7: |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 | |  | | | | | | | | | | 502B2: | | | | | | | | | |  Chelsea---------|0.0-6.7: |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---------|0.0-6.7: |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------|0.0-6.7: |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 26.--Soil Moisture Status by Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 511C: | | | | | | | | | |  Plainfield------|0.0-6.7: |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------|0.0-6.7: |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 | |  | | | | | | | | | | 551A: | | | | | | | | | |  Impact----------|0.0-6.7: |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 | |  | | | | | | | | | | 556A: | | | | | | | | | |  Mindoro---------|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 | |  | | | | | | | | | | 561B: | | | | | | | | | |  Tarr------------|0.0-6.7: |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 26.--Soil Moisture Status by Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 561C: | | | | | | | | | |  Tarr------------|0.0-6.7: |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 | |  | | | | | | | | | | 561F: | | | | | | | | | |  Tarr------------|0.0-6.7: |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 | |  | | | | | | | | | | 562B: | | | | | | | | | |  Gosil-----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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  | | | | | | | | | | 562C: | | | | | | | | | |  Gosil-----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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  | | | | | | | | | | 566A: | | | | | | | | | |  Tint------------|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 | |  | | | | | | | | | | 568A: | | | | | | | | | |  Majik-----------|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  | | | | | | | | | |  See footnote at end of table.
Table 26.--Soil Moisture Status by Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 569A: | | | | | | | | | |  Newlang---------|0.0-0.5: |0.0-0.5: |0.0: |0.0: |0.0: |0.0: |0.0-1.0: |0.0-2.0: |0.0-1.0: |0.0:  | 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: |0.0-6.7: |1.0-6.7: |2.0-6.7: |1.0-6.7: |0.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | 576B: | | | | | | | | | |  Tintson---------|0.0-6.7: |0.0-6.7: |0.0-3.5: |0.0-3.5: |0.0-3.0: |0.0-3.5: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-3.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | --- | --- |3.5-4.0: |3.5-4.0: |3.0-4.0: |3.5-4.0: | --- | --- | --- |3.0-4.0:  | | | Wet | Wet | Wet | Wet | | | | Wet  | --- | --- |4.0-6.7: |4.0-6.7: |4.0-6.7: |4.0-6.7: | --- | --- | --- |4.0-6.7:  | | | Moist | Moist | Moist | Moist | | | | Moist  | | | | | | | | | | 601C: | | | | | | | | | |  Beavercreek-----|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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  | | | | | | | | | | 606A: | | | | | | | | | |  Huntsville------|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  | | | | | | | | | | 608A: | | | | | | | | | |  Lawson----------|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  | | | | | | | | | | 609A: | | | | | | | | | |  Otter-----------|0.0-0.5: |0.0-0.5: |0.0-0.5: |0.0-0.5: |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: |0.5-6.7: |0.5-6.7: |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  | | | | | | | | | | 625A: | | | | | | | | | |  Arenzville------|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  | | | | | | | | | |  See footnote at end of table.
Table 26.--Soil Moisture Status by Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 626A: | | | | | | | | | |  Arenzville------|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-----------|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---------|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  | | | | | | | | | | 656A: | | | | | | | | | |  Scotah----------|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  | | | | | | | | | | 666A: | | | | | | | | | |  Absco-----------|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  | | | | | | | | | | 676A: | | | | | | | | | |  Kickapoo--------|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  | | | | | | | | | | 739A: | | | | | | | | | |  Root------------|0.0-1.0: |0.0-1.0: |0.0-0.5: |0.0-0.5: |0.0-0.5: |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  |1.0-6.7: |1.0-6.7: |0.5-6.7: |0.5-6.7: |0.5-6.7: |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  | | | | | | | | | |  See footnote at end of table.
Table 26.--Soil Moisture Status by Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 743C2: | | | | | | | | | |  Council---------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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  | | | | | | | | | | 743D2: | | | | | | | | | |  Council---------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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  | | | | | | | | | | 743E2: | | | | | | | | | |  Council---------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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--------|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-------|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---------|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-------|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 | |  | | | | | | | | | | 1155F: | | | | | | | | | |  Brodale---------|0.0-4.2: |0.0-4.2: |0.0-4.2: |0.0-4.2: |0.0-4.2: |0.0-4.2: |0.0-0.5: |0.0-0.5: |0.0-4.2: |0.0-4.2:  | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | --- | --- | --- | --- | --- | --- |0.5-3.5: |0.5-3.5: | --- | ---  | | | | | | | Dry | Dry | |  | --- | --- | --- | --- | --- | --- |3.5-4.2: |3.5-4.2: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | |  See footnote at end of table.
Table 26.--Soil Moisture Status by Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 1155F: | | | | | | | | | |  Bellechester----|0.0-3.5: |0.0-3.5: |0.0-3.5: |0.0-3.5: |0.0-3.5: |0.0-3.5: |0.0-0.5: |0.0-0.5: |0.0-3.5: |0.0-3.5:  | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | --- | --- | --- | --- | --- | --- |0.5-3.0: |0.5-3.0: | --- | ---  | | | | | | | Dry | Dry | |  | --- | --- | --- | --- | --- | --- |3.0-3.5: |3.0-3.5: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | |  Rock outcrop. | | | | | | | | | |  | | | | | | | | | | 1233F: | | | | | | | | | |  Boone-----------|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------------|0.0-6.7: |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 | |  | | | | | | | | | | 1658A: | | | | | | | | | |  Algansee--------|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-----|0.0-6.7: |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 |  | | | | | | | | | | 1743F: | | | | | | | | | |  Council---------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |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  | | | | | | | | | |  Elevasil--------|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 26.--Soil Moisture Status by Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 1743F: | | | | | | | | | |  Norden----------|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  | | | | | | | | | | 2002. | | | | | | | | | |  Udorthents, | | | | | | | | | |  earthen dams | | | | | | | | | |  | | | | | | | | | | 2003A. | | | | | | | | | |  Riverwash | | | | | | | | | |  | | | | | | | | | | 2013. | | | | | | | | | |  Pits, gravel | | | | | | | | | |  | | | | | | | | | | 2014. | | | | | | | | | |  Pits, quarry, | | | | | | | | | |  hard bedrock | | | | | | | | | |  | | | | | | | | | | 2020. | | | | | | | | | |  Urban land, | | | | | | | | | |  valley trains | | | | | | | | | |  | | | | | | | | | | 2030: | | | | | | | | | |  Udorthents, cut | | | | | | | | | |  or fill. | | | | | | | | | |  | | | | | | | | | |  Udipsamments, | | | | | | | | | |  cut or fill. | | | | | | | | | |  | | | | | | | | | | 2040. | | | | | | | | | |  Udipsamments, | | | | | | | | | |  dredge material| | | | | | | | | |  | | | | | | | | | | 2050. | | | | | | | | | |  Landfill | | | | | | | | | |  | | | | | | | | | | M-W. | | | | | | | | | |  Miscellaneous | | | | | | | | | |  water | | | | | | | | | |  | | | | | | | | | | W. | | | | | | | | | |  Water | | | | | | | | | | 

_______________________________________________________________________________________________________________________________ | | | | | | | | | |  * The moisture status is transitory at about the indicated depth.
Table 27.--Flooding Frequency and Duration (See text for definitions of terms used in this table. Absence of an entry indicates that data were not estim

_______________________________________________________________________________________________________________________________ | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 20A: | | | | | | | | | |  Palms-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Houghton--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 21A: | | | | | | | | | |  Palms-----------|Rare |Rare |Frequent |Frequent |Frequent |Frequent |Rare |Rare |Occasional|Rare  | Brief | Brief | Long | Long | Long | Long | Brief | Brief | Long | Brief  | | | | | | | | | | 30A: | | | | | | | | | |  Adder-----------|Rare |Occasional|Frequent |Frequent |Frequent |Frequent |Occasional|Occasional|Occasional|Frequent  | Brief | Brief | Long | Long | Long | Long | Brief | Brief | Brief | Long  | | | | | | | | | | 110D3: | | | | | | | | | |  Timula----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 110E2: | | | | | | | | | |  Timula----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 114B2: | | | | | | | | | |  Mt. Carroll-----|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  | | | | | | | | | | 126B: | | | | | | | | | |  Barremills------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 27.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 132B2: | | | | | | | | | |  Brinkman--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 132C2: | | | | | | | | | |  Brinkman--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 133B2: | | | | | | | | | |  Valton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 133C2: | | | | | | | | | |  Valton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 133D2: | | | | | | | | | |  Valton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 134C2: | | | | | | | | | |  Lamoille--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 134D2: | | | | | | | | | |  Lamoille--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 163E2: | | | | | | | | | |  Elbaville-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 202C2: | | | | | | | | | |  Lambeau---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 202D2: | | | | | | | | | |  Lambeau---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 213D2: | | | | | | | | | |  Hixton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 213E2: | | | | | | | | | |  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  | | | | | | | | | | 
Table 27.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 233C: | | | | | | | | | |  Boone-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 253C2: | | | | | | | | | |  Greenridge------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 253D2: | | | | | | | | | |  Greenridge------|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  | | | | | | | | | | 296B: | | | | | | | | | |  Ludington-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 312B2: | | | | | | | | | |  Festina---------|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  | | | | | | | | | | 326B2: | | | | | | | | | |  Medary----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 326F: | | | | | | | | | |  Medary----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 336A: | | | | | | | | | |  Toddville-------|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 27.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 424B: | | | | | | | | | |  Merit-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 424D2: | | | | | | | | | |  Merit-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 424F: | | | | | | | | | |  Merit-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 433B: | | | | | | | | | |  Forkhorn--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 434B: | | | | | | | | | |  Bilson----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 434C2: | | | | | | | | | |  Bilson----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 446A: | | | | | | | | | |  Merimod---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 456A: | | | | | | | | | |  Bilmod----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 458A: | | | | | | | | | |  Hoop------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 483B2: | | | | | | | | | |  Brice-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 501A: | | | | | | | | | |  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  | | | | | | | | | | 511B: | | | | | | | | | |  Plainfield------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 511C: | | | | | | | | | | 

 Plainfield------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 27.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 511F: | | | | | | | | | |  Plainfield------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 551A: | | | | | | | | | |  Impact----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 556A: | | | | | | | | | |  Mindoro---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 561B: | | | | | | | | | |  Tarr------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 561C: | | | | | | | | | |  Tarr------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 561F: | | | | | | | | | |  Tarr------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 562B: | | | | | | | | | |  Gosil-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 562C: | | | | | | | | | |  Gosil-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 566A: | | | | | | | | | |  Tint------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 568A: | | | | | | | | | |  Majik-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 569A: | | | | | | | | | |  Newlang---------|Rare |Rare |Occasional|Occasional|Occasional|Occasional|Rare |Rare |Rare |Occasional | Brief | Brief | Brief | Brief | Brief | Brief | Brief | Brief | Brief | Brief  | | | | | | | | | | 576B: | | | | | | | | | |  Tintson---------|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  | | | | | | | | | | 606A: | | | | | | | | | | 

 Huntsville------|Rare |Rare |Rare |Rare |Rare |Rare |Rare |Rare |Rare |Rare  | Brief | Brief | Brief | Brief | Brief | Brief | Brief | Brief | Brief | Brief  | | | | | | | | | | 
Table 27.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 608A: | | | | | | | | | |  Lawson----------|Rare |Rare |Rare |Occasional|Occasional|Rare |Rare |Rare |Rare |Rare  | Brief | Brief | Brief | Long | Long | Brief | Brief | Brief | Brief | Brief  | | | | | | | | | | 609A: | | | | | | | | | |  Otter-----------|Occasional|Occasional|Occasional|Frequent |Frequent |Occasional|Occasional|Occasional|Occasional|Occasional | Brief | Brief | Brief | Long | Long | Brief | Brief | Brief | Brief | Brief  | | | | | | | | | | 625A: | | | | | | | | | |  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  | | | | | | | | | | 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---------|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  | | | | | | | | | | 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  | | | | | | | | | | 666A: | | | | | | | | | |  Absco-----------|Rare |Rare |Occasional|Occasional|Occasional|Occasional|Rare |Rare |Rare |Rare  | Very | Very | Brief | Brief | Brief | Brief | Very | Very | Very | Very  | brief | brief | | | | | brief | brief | brief | brief  | | | | | | | | | | 676A: | | | | | | | | | |  Kickapoo--------|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  | | | | | | | | | | 

739A: | | | | | | | | | |  Root------------|Occasional|Occasional|Frequent |Frequent |Frequent |Frequent |Occasional|Occasional|Occasional|Occasional | Brief | Brief | Brief | Brief | Brief | Brief | Brief | Brief | Brief | Brief  | | | | | | | | | | 
Table 27.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 743C2: | | | | | | | | | |  Council---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 743D2: | | | | | | | | | |  Council---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 743E2: | | | | | | | | | |  Council---------|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  | | | | | | | | | | 1155F: | | | | | | | | | |  Brodale---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Bellechester----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rock outcrop. | | | | | | | | | |  | | | | | | | | | | 1233F: | | | | | | | | | |  Boone-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Tarr------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 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-----|Very rare |Very rare |Frequent |Frequent |Frequent |Frequent |Rare |Very rare |Occasional|Rare  | Brief | Brief | Long | Long | Long | Long | Brief | Brief | Long | Brief  | | | | | | | | | | 1743F: | | | | | | | | | |  Council---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Elevasil--------|None |None |None |None |None |None |None |None |None |None 

 | | | | | | | | | |  Norden----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 27.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 2002. | | | | | | | | | |  Udorthents, | | | | | | | | | |  earthen dams | | | | | | | | | |  | | | | | | | | | | 2003A. | | | | | | | | | |  Riverwash | | | | | | | | | |  | | | | | | | | | | 2013. | | | | | | | | | |  Pits, gravel | | | | | | | | | |  | | | | | | | | | | 2014. | | | | | | | | | |  Pits, quarry, | | | | | | | | | |  hard bedrock | | | | | | | | | |  | | | | | | | | | | 2020. | | | | | | | | | |  Urban land, | | | | | | | | | |  valley trains | | | | | | | | | |  | | | | | | | | | | 2030: | | | | | | | | | |  Udorthents, cut | | | | | | | | | |  or fill. | | | | | | | | | |  | | | | | | | | | |  Udipsamments, | | | | | | | | | |  cut or fill. | | | | | | | | | |  | | | | | | | | | | 2040. | | | | | | | | | |  Udipsamments, | | | | | | | | | |  dredge material| | | | | | | | | |  | | | | | | | | | | 2050. | | | | | | | | | |  Landfill | | | | | | | | | |  | | | | | | | | | | M-W. | | | | | | | | | |  Miscellaneous | | | | | | | | | |  water | | | | | | | | | |  | | | | | | | | | | W. | | | | | | | | | |  Water | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________
Table 28.--Ponding Frequency, Duration, and Depth (Depth refers to the depth, in feet, of the water above the surface. See text for definitions of terms used in this table. Abse

 indicates that no estimate was made) _______________________________________________________________________________________________________________________________ | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 20A: | | | | | | | | | |  Palms-----------|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--------|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  | | | | | | | | | | 21A: | | | | | | | | | |  Palms-----------|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  | | | | | | | | | | 30A: | | | | | | | | | |  Adder-----------|Rare |Occasional|Frequent |Frequent |Frequent |Frequent |Occasional|Occasional|Occasional|Frequent  | Brief | Brief | Long | Long | Long | Long | Brief | Brief | Brief | Long  | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth:  | 0.0 | 0.0 | 0.5 | 0.5 | 0.5 | 0.5 | 0.0 | 0.0 | 0.0 | 0.5  | | | | | | | | | | 110D3: | | | | | | | | | |  Timula----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 110E2: | | | | | | | | | |  Timula----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 114B2: | | | | | | | | | |  Mt. Carroll-----|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  | | | | | | | | | | 
Table 28.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 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  | | | | | | | | | | 126B: | | | | | | | | | |  Barremills------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 132B2: | | | | | | | | | |  Brinkman--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 132C2: | | | | | | | | | |  Brinkman--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 133B2: | | | | | | | | | |  Valton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 133C2: | | | | | | | | | |  Valton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 133D2: | | | | | | | | | |  Valton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 134C2: | | | | | | | | | |  Lamoille--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 134D2: | | | | | | | | | |  Lamoille--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 163E2: | | | | | | | | | |  Elbaville-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 202C2: | | | | | | | | | |  Lambeau---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 202D2: | | | | | | | | | |  Lambeau---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 213D2: | | | | | | | | | | 

 Hixton----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 28.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 213E2: | | | | | | | | | |  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  | | | | | | | | | | 233C: | | | | | | | | | |  Boone-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 253C2: | | | | | | | | | |  Greenridge------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 253D2: | | | | | | | | | |  Greenridge------|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  | | | | | | | | | | 296B: | | | | | | | | | |  Ludington-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 312B2: | | | | | | | | | |  Festina---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 318A: | | | | | | | | | |  Bearpen---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 326B2: | | | | | | | | | |  Medary----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 326F: | | | | | | | | | | 

 Medary----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 28.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 336A: | | | | | | | | | |  Toddville-------|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  | | | | | | | | | | 424B: | | | | | | | | | |  Merit-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 424D2: | | | | | | | | | |  Merit-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 424F: | | | | | | | | | |  Merit-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 433B: | | | | | | | | | |  Forkhorn--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 434B: | | | | | | | | | |  Bilson----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 434C2: | | | | | | | | | |  Bilson----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 446A: | | | | | | | | | |  Merimod---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 456A: | | | | | | | | | |  Bilmod----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 458A: | | | | | | | | | |  Hoop------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 483B2: | | | | | | | | | |  Brice-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 501A: | | | | | | | | | |  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.--Ponding Frequency, Duration, and Depth--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  | | | | | | | | | | 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  | | | | | | | | | | 551A: | | | | | | | | | |  Impact----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 556A: | | | | | | | | | |  Mindoro---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 561B: | | | | | | | | | |  Tarr------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 561C: | | | | | | | | | |  Tarr------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 561F: | | | | | | | | | |  Tarr------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 562B: | | | | | | | | | |  Gosil-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 562C: | | | | | | | | | |  Gosil-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 566A: | | | | | | | | | |  Tint------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 568A: | | | | | | | | | |  Majik-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 569A: | | | | | | | | | |  Newlang---------|Rare |Rare |Occasional|Occasional|Occasional|Occasional|Rare |Rare |Rare |Occasional | Brief | Brief | Brief | Brief | Brief | Brief | Brief | Brief | Brief | Brief  | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: 

 | 0.0 | 0.0 | 0.5 | 0.5 | 0.5 | 0.5 | 0.0 | 0.0 | 0.0 | 0.5  | | | | | | | | | | 
Table 28.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 576B: | | | | | | | | | |  Tintson---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 601C: | | | | | | | | | |  Beavercreek-----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 606A: | | | | | | | | | |  Huntsville------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 608A: | | | | | | | | | |  Lawson----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 609A: | | | | | | | | | |  Otter-----------|Occasional|Occasional|Occasional|Frequent |Frequent |Occasional|Occasional|Occasional|Occasional|Occasional | Brief | Brief | Brief | Long | Long | Brief | Brief | Brief | Brief | Brief  | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth: | Depth:  | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0  | | | | | | | | | | 625A: | | | | | | | | | |  Arenzville------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 626A: | | | | | | | | | |  Arenzville------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 628A: | | | | | | | | | |  Orion-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 629A: | | | | | | | | | |  Ettrick---------|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  | | | | | | | | | | 656A: | | | | | | | | | |  Scotah----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 666A: | | | | | | | | | |  Absco-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 676A: | | | | | | | | | |  Kickapoo--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 

739A: | | | | | | | | | |  Root------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 28.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 743C2: | | | | | | | | | |  Council---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 743D2: | | | | | | | | | |  Council---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 743E2: | | | | | | | | | |  Council---------|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  | | | | | | | | | | 1155F: | | | | | | | | | |  Brodale---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Bellechester----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rock outcrop. | | | | | | | | | |  | | | | | | | | | | 1233F: | | | | | | | | | |  Boone-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Tarr------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 1658A: | | | | | | | | | |  Algansee--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Kalmarville-----|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  | | | | | | | | | | 1743F: | | | | | | | | | |  Council---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Elevasil--------|None |None |None |None |None |None |None |None |None |None 

 | | | | | | | | | |  Norden----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 28.--Ponding Frequency, Duration, and Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  soil name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 2002. | | | | | | | | | |  Udorthents, | | | | | | | | | |  earthen dams | | | | | | | | | |  | | | | | | | | | | 2003A. | | | | | | | | | |  Riverwash | | | | | | | | | |  | | | | | | | | | | 2013. | | | | | | | | | |  Pits, gravel | | | | | | | | | |  | | | | | | | | | | 2014. | | | | | | | | | |  Pits, quarry, | | | | | | | | | |  hard bedrock | | | | | | | | | |  | | | | | | | | | | 2020. | | | | | | | | | |  Urban land, | | | | | | | | | |  valley trains | | | | | | | | | |  | | | | | | | | | | 2030: | | | | | | | | | |  Udorthents, cut | | | | | | | | | |  or fill. | | | | | | | | | |  | | | | | | | | | |  Udipsamments, | | | | | | | | | |  cut or fill. | | | | | | | | | |  | | | | | | | | | | 2040. | | | | | | | | | |  Udipsamments, | | | | | | | | | |  dredge material| | | | | | | | | |  | | | | | | | | | | 2050. | | | | | | | | | |  Landfill | | | | | | | | | |  | | | | | | | | | | M-W. | | | | | | | | | |  Miscellaneous | | | | | | | | | |  water | | | | | | | | | |  | | | | | | | | | | W. | | | | | | | | | |  Water | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________
Table 29.--Soil Features (See text for definitions of terms used in this table. Absence of an entry indicates that the feature 

 that data were not estimated) _____________________________________________________________________________________________________ | Restrictive layer | Subsidence | |  Map symbol |___________________________________________|_______________| Potential |___ and soil name | | Depth | | | | for | U | Kind |to top | Hardness |Initial| Total |frost action| _____________________________________________________________________________________________________ | | In | | In | In | |  | | | | | | | 20A: | | | | | | |  Palms------------------| --- | >80 | --- | 8-25 | 25-50 |High |Hig | | | | | | |  Houghton---------------| --- | >80 | --- | 25-30 | 40-60 |High |Hig | | | | | | | 21A: | | | | | | |  Palms------------------| --- | >80 | --- | 8-25 | 25-50 |High |Hig | | | | | | | 30A: | | | | | | |  Adder------------------| --- | >80 | --- | 8-25 | 25-50 |High |Hig | | | | | | | 110D3: | | | | | | |  Timula-----------------| --- | >80 | --- | --- | --- |High |Low  | | | | | | | 110E2: | | | | | | |  Timula-----------------| --- | >80 | --- | --- | --- |High |Low  | | | | | | | 114B2: | | | | | | |  Mt. Carroll------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 115C2: | | | | | | |  Seaton-----------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 115D2: | | | | | | |  Seaton-----------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 115E2: | | | | | | |  Seaton-----------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 116C2: | | | | | | |  Churchtown-------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 116D2: | | | | | | |  Churchtown-------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 116E2: | | | | | | |  Churchtown-------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 126B: | | | | | | |  Barremills-------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 
Table 29.--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 | |  | | | | | | | 132B2: | | | | | | |  Brinkman---------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 132C2: | | | | | | |  Brinkman---------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 133B2: | | | | | | |  Valton-----------------| --- | >80 | --- | --- | --- |High |Low  | | | | | | | 133C2: | | | | | | |  Valton-----------------| --- | >80 | --- | --- | --- |High |Low  | | | | | | | 133D2: | | | | | | |  Valton-----------------| --- | >80 | --- | --- | --- |High |Low  | | | | | | | 134C2: | | | | | | |  Lamoille---------------|Bedrock (lithic) | 40-100|Indurated | --- | --- |Moderate |Low  | | | | | | | 134D2: | | | | | | |  Lamoille---------------|Bedrock (lithic) | 40-100|Indurated | --- | --- |Moderate |Low  | | | | | | | 163E2: | | | | | | |  Elbaville--------------|Bedrock (lithic) | 60-80 |Indurated | --- | --- |Moderate |Mod | | | | | | | 202C2: | | | | | | |  Lambeau----------------|Bedrock | 45-80 |Weakly cemented | --- | --- |High |Mod | (paralithic) | | | | | |  | | | | | | | 202D2: | | | | | | |  Lambeau----------------|Bedrock | 45-80 |Weakly cemented | --- | --- |High |Mod | (paralithic) | | | | | |  | | | | | | | 213D2: | | | | | | |  Hixton-----------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 213E2: | | | | | | |  Hixton-----------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 224B: | | | | | | |  Elevasil---------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 
Table 29.--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 | |  | | | | | | | 224C2: | | | | | | |  Elevasil---------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 224D2: | | | | | | |  Elevasil---------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 233C: | | | | | | |  Boone------------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Low |Low  | (paralithic) | | | | | |  | | | | | | | 253C2: | | | | | | |  Greenridge-------------|Bedrock | 45-80 |Weakly cemented | --- | --- |High |Mod | (paralithic) | | | | | |  | | | | | | | 253D2: | | | | | | |  Greenridge-------------|Bedrock | 45-80 |Weakly cemented | --- | --- |High |Mod | (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) | | | | | |  | | | | | | | 296B: | | | | | | |  Ludington--------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Low |Mod | (paralithic) | | | | | |  | | | | | | | 312B2: | | | | | | |  Festina----------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 318A: | | | | | | |  Bearpen----------------| --- | >80 | --- | --- | --- |High |Hig | | | | | | | 326B2: | | | | | | |  Medary-----------------| --- | >80 | --- | --- | --- |Moderate |Hig | | | | | | | 
Table 29.--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 | |  | | | | | | | 326F: | | | | | | |  Medary-----------------| --- | >80 | --- | --- | --- |Moderate |Hig | | | | | | | 336A: | | | | | | |  Toddville--------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 403A: | | | | | | |  Dakota-----------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 413A: | | | | | | |  Rasset-----------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 424B: | | | | | | |  Merit------------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 424D2: | | | | | | |  Merit------------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 424F: | | | | | | |  Merit------------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 433B: | | | | | | |  Forkhorn---------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 434B: | | | | | | |  Bilson-----------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 434C2: | | | | | | |  Bilson-----------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 446A: | | | | | | |  Merimod----------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 456A: | | | | | | |  Bilmod-----------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 458A: | | | | | | |  Hoop-------------------| --- | >80 | --- | --- | --- |High |Low  | | | | | | | 483B2: | | | | | | |  Brice------------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 501A: | | | | | | |  Finchford--------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 
Table 29.--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 | |  | | | | | | | 502B2: | | | | | | |  Chelsea----------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 502C2: | | | | | | |  Chelsea----------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 511B: | | | | | | |  Plainfield-------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 511C: | | | | | | |  Plainfield-------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 511F: | | | | | | |  Plainfield-------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 551A: | | | | | | |  Impact-----------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 556A: | | | | | | |  Mindoro----------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 561B: | | | | | | |  Tarr-------------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 561C: | | | | | | |  Tarr-------------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 561F: | | | | | | |  Tarr-------------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 562B: | | | | | | |  Gosil------------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 562C: | | | | | | |  Gosil------------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 566A: | | | | | | |  Tint-------------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 568A: | | | | | | |  Majik------------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 569A: | | | | | | |  Newlang----------------| --- | >80 | --- | --- | --- |Moderate |Hig | | | | | | | 
Table 29.--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 | |  | | | | | | | 576B: | | | | | | |  Tintson----------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 601C: | | | | | | |  Beavercreek------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 606A: | | | | | | |  Huntsville-------------| --- | >80 | --- | --- | --- |High |Low  | | | | | | | 608A: | | | | | | |  Lawson-----------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 609A: | | | | | | |  Otter------------------| --- | >80 | --- | --- | --- |High |Hig | | | | | | | 625A: | | | | | | |  Arenzville-------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 626A: | | | | | | |  Arenzville-------------| --- | >80 | --- | --- | --- |High |Mod | | | | | | | 628A: | | | | | | |  Orion------------------| --- | >80 | --- | --- | --- |High |Hig | | | | | | | 629A: | | | | | | |  Ettrick----------------| --- | >80 | --- | --- | --- |High |Hig | | | | | | | 656A: | | | | | | |  Scotah-----------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 666A: | | | | | | |  Absco------------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 676A: | | | | | | |  Kickapoo---------------| --- | >80 | --- | --- | --- |Moderate |Mod | | | | | | | 739A: | | | | | | |  Root-------------------| --- | >80 | --- | --- | --- |High |Hig | | | | | | | 743C2: | | | | | | |  Council----------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 743D2: | | | | | | |  Council----------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 
Table 29.--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 | |  | | | | | | | 743E2: | | | | | | |  Council----------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | | 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) | | | | | |  | | | | | | | 1155F: | | | | | | |  Brodale----------------|Bedrock (lithic) | 40-80 |Indurated | --- | --- |Moderate |Low  | | | | | | |  Bellechester-----------|Bedrock | 40-70 |Weakly cemented | --- | --- |Low |Low  | (paralithic) | | | | | |  | | | | | | |  Rock outcrop. | | | | | | |  | | | | | | | 1233F: | | | | | | |  Boone------------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Low |Low  | (paralithic) | | | | | |  | | | | | | |  Tarr-------------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | | 1658A: | | | | | | |  Algansee---------------| --- | >80 | --- | --- | --- |Low |Low  | | | | | | |  Kalmarville------------| --- | >80 | --- | --- | --- |High |Hig | | | | | | | 1743F: | | | | | | |  Council----------------| --- | >80 | --- | --- | --- |Moderate |Low  | | | | | | |  Elevasil---------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | |  Norden-----------------|Bedrock | 20-40 |Weakly cemented | --- | --- |Moderate |Low  | (paralithic) | | | | | |  | | | | | | | 
Table 29.--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 | |  | | | | | | | 2002. | | | | | | |  Udorthents, darthen | | | | | | |  dams | | | | | | |  | | | | | | | 2003A. | | | | | | |  Riverwash | | | | | | |  | | | | | | | 2013. | | | | | | |  Pits, gravel | | | | | | |  | | | | | | | 2014. | | | | | | |  Pits, quarry, hard | | | | | | |  bedrock | | | | | | |  | | | | | | | 2020. | | | | | | |  Urban land, valley | | | | | | |  trains | | | | | | |  | | | | | | | 2030: | | | | | | |  Udorthents, cut or | | | | | | |  fill. | | | | | | |  | | | | | | |  Udipsamments, cut or | | | | | | |  fill. | | | | | | |  | | | | | | | 2040. | | | | | | |  Udipsamments, dredge | | | | | | |  material | | | | | | |  | | | | | | | 2050. | | | | | | |  Landfill | | | | | | |  | | | | | | | M-W. | | | | | | |  Miscellaneous water | | | | | | |  | | | | | | | W. | | | | | | |  Water | | | | | | |  | | | | | | | _____________________________________________________________________________________________________

405

American Association of State Highway and Transportation Officials (AASHTO). 2004.

Standard specifications for transportation materials and methods of sampling and

testing. 24th edition.

American Society for Testing and Materials (ASTM). 2005. Standard classification of

soils for engineering purposes. ASTM Standard D2487-00.

Attig, John W. 1993. Pleistocene geology of Taylor County, Wisconsin. Wisconsin

Geological and Natural History Survey Bulletin 90.

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.

Beatty, Marvin T. 1960. Soil survey of La Crosse County, Wisconsin. U.S. Department

of Agriculture, Soil Conservation Service.

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.

Evans, Tom. 2003. Geology of La Crosse County, Wisconsin. Wisconsin Geological

and Natural History Survey Bulletin 101.

Johnson, M.D. 1986. Pleistocene geology of Barron County, Wisconsin. Wisconsin

Geological and Natural History Survey Information Circular 55.

References
406

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.

Leigh, D.S. 1991. Origin and paleoenvironment of the Upper Mississippi Valley

Roxanna silt. Ph.D. dissertation, University of Wisconsin.

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. http://soils.usda.gov/technical/

Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making

and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service.

U.S. Department of Agriculture Handbook 436.

Soil Survey Staff. 2003. Keys to soil taxonomy. 9th edition. U.S. Department of

Agriculture, Natural Resources Conservation Service.

United States Department of Agriculture. 1961. Land capability classification. Soil

Conservation Service. U.S. Department of Agriculture Handbook 210.

United States Department of Agriculture. 1981. Land resource regions and major land

resource areas of the United States. Soil Conservation Service. U.S. Department of

Agriculture Handbook 296.

United States Department of Agriculture, Natural Resources Conservation Service.

National soil survey handbook, title 430-VI. [Online at http://soils.usda.gov/technical/]
407

Many of the terms relating to landforms, geology, and geomorphology are defined in

more detail in the “National Soil Survey Handbook” (available in local offices of the

Natural Resources Conservation Service or on the Internet).

Ablation till. Loose, relatively permeable earthy material deposited during the

downwasting of nearly static glacial ice, either contained within or accumulated on

the surface of the glacier.

Aeration, soil. The exchange of air in soil with air from the atmosphere. The air in a

well aerated soil is similar to that in the atmosphere; the air in a poorly aerated soil

is considerably higher in carbon dioxide and lower in oxygen.

Aggregate, soil. Many fine particles held in a single mass or cluster. Natural soil

aggregates, such as granules, blocks, or prisms, are called peds. Clods are

aggregates produced by tillage or logging.

Alluvium. Unconsolidated material, such as gravel, sand, silt, clay, and various

mixtures of these, deposited on land by running water.

Alpha,alpha-dipyridyl. A compound that when dissolved in ammonium acetate is

used to detect the presence of reduced iron (Fe II) in the soil. A positive reaction

implies reducing conditions and the likely presence of redoximorphic features.

Aquic conditions. Current soil wetness characterized by saturation, reduction, and

redoximorphic features.

Argillic horizon. A subsoil horizon characterized by an accumulation of illuvial clay.

Aspect. The direction toward which a slope faces. Also called slope aspect.

Association, soil. A group of soils or miscellaneous areas geographically associated

in a characteristic repeating pattern and defined and delineated as a single map

unit.

Available water capacity (available moisture capacity). The capacity of soils to hold

water available for use by most plants. It is commonly defined as the difference

between the amount of soil water at field moisture capacity and the amount at

wilting point. It is commonly expressed as inches of water per inch of soil. The

capacity, in inches, in a 60-inch profile or to a limiting layer is expressed as:

Very low ..............................................................0 to 3

Low ...................................................................... 3 to 6

Moderate ............................................................. 6 to 9

High ...................................................................9 to 12

Very high ................................................ more than 12

Backslope. The position that forms the steepest and generally linear, middle portion of

a hillslope. In profile, backslopes are commonly bounded by a convex shoulder

above and a concave footslope below.

Basal till. Compact till deposited beneath the glacial ice.

Base saturation. The degree to which material having cation-exchange properties is

saturated with exchangeable bases (sum of Ca, Mg, Na, and K), expressed as a

percentage of the total cation-exchange capacity.

Base slope (geomorphology). A geomorphic component of hills consisting of the

concave to linear (perpendicular to the contour) slope that, regardless of the

Glossary
408 Soil Survey of

lateral shape, forms an apron or wedge at the bottom of a hillside dominated by

colluvium and slope-wash sediments (for example, slope alluvium).

Beach deposits. Material, such as sand and gravel, that is generally laid down

parallel to an active or relict shoreline of a postglacial or glacial lake.

Beach ridge. A low, essentially continuous mound of beach or beach-and-dune

material accumulated by the action of waves and currents on the backshore of a

beach, beyond the present limit of storm waves or the reach of ordinary tides, and

occurring singly or as one of a series of approximately parallel deposits. The

ridges are roughly parallel to the shoreline and represent successive positions of

an advancing shoreline.

Bedding plane. A planar or nearly planar bedding surface that visibly separates each

successive layer of stratified sediment or rock (of the same or different lithology)

from the preceding or following layer; a plane of deposition. It commonly marks a

change in the circumstances of deposition and may show a parting, a color

difference, a change in particle size, or various combinations of these. The term is

commonly applied to any bedding surface, even one that is conspicuously bent or

deformed by folding.

Bedrock. The solid rock that underlies the soil and other unconsolidated material or

that is exposed at the surface.

Bedrock-controlled topography. A landscape where the configuration and relief of

the landforms are determined or strongly influenced by the underlying bedrock.

Bench terrace. A raised, level or nearly level strip of earth constructed on or nearly on

a contour, supported by a barrier of rocks or similar material, and designed to

make the soil suitable for tillage and to prevent accelerated erosion.

Bisequum. Two sequences of soil horizons, each of which consists of an illuvial

horizon and the overlying eluvial horizons.

Blowout. A saucer-, cup-, or trough-shaped depression formed by wind erosion on a

preexisting dune or other sand deposit, especially in an area of shifting sand or

loose soil or where protective vegetation is disturbed or destroyed; the adjoining

accumulation of sand derived from the depression, where recognizable, is

commonly included. Blowouts are commonly small.

Board foot. A unit of measurement represented by a board 1 foot wide, 1 foot long,

and 1 inch thick.

Bog. Waterlogged, spongy ground, consisting primarily of mosses, containing acidic,

decaying vegetation (such as sphagnum, sedges, and heaths) that develops into

peat.

Boulders. Rock fragments larger than 2 feet (60 centimeters) in diameter.

Brush management. Use of mechanical, chemical, or biological methods to make

conditions favorable for reseeding or to reduce or eliminate competition from

woody vegetation and thus allow understory grasses and forbs to recover. Brush

management increases forage production and thus reduces the hazard of erosion.

It can improve the habitat for some species of wildlife.

Calcareous soil. A soil containing enough calcium carbonate (commonly combined

with magnesium carbonate) to effervesce visibly when treated with cold, dilute

hydrochloric acid.

California bearing ratio (CBR). The load-supporting capacity of a soil as compared to

that of standard crushed limestone, expressed as a ratio. First standardized in

California. A soil having a CBR of 16 supports 16 percent of the load that would be

supported by standard crushed limestone, per unit area, with the same degree of

distortion.

Canopy. The leafy crown of trees or shrubs. (See Crown.)

Capillary water. Water held as a film around soil particles and in tiny spaces between

particles. Surface tension is the adhesive force that holds capillary water in the

soil.
La Crosse County, Wisconsin 409

Catena. A sequence, or “chain,” of soils on a landscape that formed in similar kinds of

parent material and under similar climatic conditions but that have different

characteristics as a result of differences in relief and drainage.

Cation. An ion carrying a positive charge of electricity. The common soil cations are

calcium, potassium, magnesium, sodium, and hydrogen.

Cation-exchange capacity. The total amount of exchangeable cations that can be

held by the soil, expressed in terms of milliequivalents per 100 grams of soil at

neutrality (pH 7.0) or at some other stated pH value. The term, as applied to soils,

is synonymous with base-exchange capacity but is more precise in meaning.

Catsteps. See Terracettes.

Channery soil material. Soil material that has, by volume, 15 to 35 percent thin, flat

fragments of sandstone, shale, slate, limestone, or schist as much as 6 inches (15

centimeters) along the longest axis. A single piece is called a channer.

Chemical treatment. Control of unwanted vegetation through the use of chemicals.

Chiseling. Tillage with an implement having one or more soil-penetrating points that

shatter or loosen hard, compacted layers to a depth below normal plow depth.

Clay. As a soil separate, the mineral soil particles less than 0.002 millimeter in

diameter. As a soil textural class, soil material that is 40 percent or more clay, less

than 45 percent sand, and less than 40 percent silt.

Clay depletions. See Redoximorphic features.

Clay film. A thin coating of oriented clay on the surface of a soil aggregate or lining

pores or root channels. Synonyms: clay coating, clay skin.

Climax plant community. The stabilized plant community on a particular site. The

plant cover reproduces itself and does not change so long as the environment

remains the same.

Closed depression (map symbol). A shallow, saucer-shaped area that is slightly

lower on the landscape than the surrounding area and is without a natural outlet

for surface drainage. Typically less than 4 acres.

Coarse textured soil. Sand or loamy sand.

Cobble (or cobblestone). A rounded or partly rounded fragment of rock 3 to 10

inches (7.6 to 25 centimeters) in diameter.

Cobbly soil material. Material that has 15 to 35 percent, by volume, rounded or

partially rounded rock fragments 3 to 10 inches (7.6 to 25 centimeters) in

diameter. Very cobbly soil material has 35 to 60 percent of these rock fragments,

and extremely cobbly soil material has more than 60 percent.

COLE (coefficient of linear extensibility). See Linear extensibility.

Colluvium. Unconsolidated, unsorted earth material being transported or deposited

on side slopes and/or at the base of slopes by mass movement (e.g., direct

gravitational action) and by local, unconcentrated runoff.

Complex slope. Irregular or variable slope. Planning or establishing terraces,

diversions, and other water-control structures on a complex slope is difficult.

Complex, soil. A map unit of two or more kinds of soil or miscellaneous areas in such

an intricate pattern or so small in area that it is not practical to map them

separately at the selected scale of mapping. The pattern and proportion of the

soils or miscellaneous areas are somewhat similar in all areas.

Concretions. See Redoximorphic features.

Conservation cropping system. Growing crops in combination with needed cultural

and management practices. In a good conservation cropping system, the soilimproving crops and practices more than offset the effects of the soil-depleting

crops and practices. Cropping systems are needed on all tilled soils. Soilimproving practices in a conservation cropping system include the use of rotations

that contain grasses and legumes and the return of crop residue to the soil. Other

practices include the use of green manure crops of grasses and legumes, proper

tillage, adequate fertilization, and weed and pest control.
410 Soil Survey of

Conservation tillage. A tillage system that does not invert the soil and that leaves a

protective amount of crop residue on the surface throughout the year.

Consistence, soil. Refers to the degree of cohesion and adhesion of soil material and

its resistance to deformation when ruptured. Consistence includes resistance of

soil material to rupture and to penetration; plasticity, toughness, and stickiness of

puddled soil material; and the manner in which the soil material behaves when

subject to compression. Terms describing consistence are defined in the “Soil

Survey Manual.”

Contour stripcropping. Growing crops in strips that follow the contour. Strips of grass

or close-growing crops are alternated with strips of clean-tilled crops or summer

fallow.

Coprogenous earth (sedimentary peat). A type of limnic layer composed

predominantly of fecal material derived from aquatic animals.

Cord. A unit of measurement of stacked wood. A standard cord occupies 128 cubic

feet with dimensions of 4 feet by 4 feet by 8 feet.

Corrosion (geomorphology). A process of erosion whereby rocks and soil are

removed or worn away by natural chemical processes, especially by the solvent

action of running water, but also by other reactions, such as hydrolysis, hydration,

carbonation, and oxidation.

Corrosion (soil survey interpretations). Soil-induced electrochemical or chemical

action that dissolves or weakens concrete or uncoated steel.

Cover crop. A close-growing crop grown primarily to improve and protect the soil

between periods of regular crop production, or a crop grown between trees and

vines in orchards and vineyards.

Crop residue management. Returning crop residue to the soil, which helps to

maintain soil structure, organic matter content, and fertility and helps to control

erosion.

Cropping system. Growing crops according to a planned system of rotation and

management practices.

Cross-slope farming. Deliberately conducting farming operations on sloping farmland

in such a way that tillage is across the general slope.

Crown. The upper part of a tree or shrub, including the living branches and their

foliage.

Culmination of the mean annual increment (CMAI). The average annual increase

per acre in the volume of a stand. Computed by dividing the total volume of the

stand by its age. As the stand increases in age, the mean annual increment

continues to increase until mortality begins to reduce the rate of increase. The

point where the stand reaches its maximum annual rate of growth is called the

culmination of the mean annual increment.

Cut or fill area (map symbol). A small area where the original soil profile has been

altered by the addition or removal of more than about 1 foot of soil material.

Includes former pits that have been reclaimed. Each symbol represents one area

or several closely grouped areas totaling less than 4 acres.

Cutbanks cave (in tables). The walls of excavations tend to cave in or slough.

Decreasers. The most heavily grazed climax range plants. Because they are the most

palatable, they are the first to be destroyed by overgrazing.

Deferred grazing. Postponing grazing or resting grazing land for a prescribed period.

Delta. A body of alluvium having a surface that is fan shaped and nearly flat; deposited

at or near the mouth of a river or stream where it enters a body of relatively quiet

water, generally a sea or lake.

Dense layer (in tables). A very firm, massive layer that has a bulk density of more than

1.8 grams per cubic centimeter. Such a layer affects the ease of digging and can

affect filling and compacting.
La Crosse County, Wisconsin 411

Depression. Any relatively sunken part of the earth’s surface; especially a low-lying

area surrounded by higher ground. A closed depression has no natural outlet for

surface drainage. An open depression has a natural outlet for surface drainage.

Depth, soil. Generally, the thickness of the soil over bedrock. Very deep soils are more

than 60 inches deep over bedrock; deep soils, 40 to 60 inches; moderately deep,

20 to 40 inches; shallow, 10 to 20 inches; and very shallow, less than 10 inches.

Disintegration moraine. A drift topography characterized by chaotic mounds and pits,

generally randomly oriented, developed in supraglacial drift by collapse and flow

as the underlying stagnant ice melted. Slopes may be steep and unstable. Abrupt

changes between materials of differing lithology are common.

Diversion (or diversion terrace). A ridge of earth, generally a terrace, built to protect

downslope areas by diverting runoff from its natural course.

Drainage class (natural). Refers to the frequency and duration of wet periods under

conditions similar to those under which the soil formed. Alterations of the water

regime by human activities, either through drainage or irrigation, are not a

consideration unless they have significantly changed the morphology of the soil.

Seven classes of natural soil drainage are recognized—excessively drained,

somewhat excessively drained, well drained, moderately well drained, somewhat

poorly drained, poorly drained, and very poorly drained. These classes are defined

in the “Soil Survey Manual.”

Drainage, surface. Runoff, or surface flow of water, from an area.

Drainageway. A general term for a course or channel along which water moves in

draining an area. A term restricted to relatively small, linear depressions that at

some time move concentrated water and either do not have a defined channel or

have only a small defined channel.

Drift. A general term applied to all mineral material (clay, silt, sand, gravel, and

boulders) transported by a glacier and deposited directly by or from the ice or

transported by running water emanating from a glacier. Drift includes unstratified

material (till) that forms moraines and stratified deposits that form outwash plains,

eskers, kames, varves, and glaciofluvial sediments. The term is generally applied

to Pleistocene glacial deposits in areas that no longer contain glaciers.

Drumlin. A low, smooth, elongated oval hill, mound, or ridge of compact till that has a

core of bedrock or drift. It commonly has a blunt nose facing the direction from

which the ice approached and a gentler slope tapering in the other direction. The

longer axis is parallel to the general direction of glacier flow. Drumlins are products

of streamline (laminar) flow of glaciers, which molded the subglacial floor through

a combination of erosion and deposition.

Dry spot (map symbol). A small area of moderately well drained to excessively

drained soil within a poorly drained or very poorly drained area of mineral soil, or a

somewhat poorly drained to excessively drained soil within a map unit consisting

mainly of organic soil. Each symbol represents one area or several closely

grouped areas totaling less than 4 acres.

Duff. A generally firm organic layer on the surface of mineral soils. It consists of fallen

plant material that is in the process of decomposition and includes everything from

the litter on the surface to underlying pure humus.

Eluviation. The movement of material in true solution or colloidal suspension from one

place to another within the soil. Soil horizons that have lost material through

eluviation are eluvial; those that have received material are illuvial.

End moraine. A ridgelike accumulation produced at the outer margin of an actively

flowing glacier at any given time.

Endosaturation. A type of saturation of the soil in which all horizons between the

upper boundary of saturation and a depth of 2 meters are saturated.

Eolian deposit. Sand-, silt-, or clay-sized clastic material transported and deposited

primarily by wind, commonly in the form of a dune or a sheet of sand or loess.
412 Soil Survey of

Ephemeral stream. A stream, or reach of a stream, that flows only in direct response

to precipitation. It receives no long-continued supply from melting snow or other

source, and its channel is above the water table at all times.

Episaturation. A type of saturation indicating a perched water table in a soil in which

saturated layers are underlain by one or more unsaturated layers within 2 meters

of the surface.

Erosion. The wearing away of the land surface by water, wind, ice, or other geologic

agents and by such processes as gravitational creep.

Erosion (geologic). Erosion caused by geologic processes acting over long

geologic periods and resulting in the wearing away of mountains and the building

up of such landscape features as flood plains and coastal plains. Synonym: natural

erosion.

Erosion (accelerated). Erosion much more rapid than geologic erosion, mainly as

a result of human or animal activities or of a catastrophe in nature, such as a fire,

that exposes the surface.

Erosion pavement. A surficial lag concentration or layer of gravel and other rock

fragments that remains on the soil surface after sheet or rill erosion or wind has

removed the finer soil particles and that tends to protect the underlying soil from

further erosion.

Erosion surface. A land surface shaped by the action of erosion, especially by

running water.

Escarpment. A relatively continuous and steep slope or cliff breaking the general

continuity of more gently sloping land surfaces and resulting from erosion or

faulting. Most commonly applied to cliffs produced by differential erosion.

Escarpment, bedrock (map symbol). A relatively continuous and steep slope or cliff

breaking the general continuity of more gently sloping land surfaces and resulting

from erosion or faulting. Exposed material is hard or soft bedrock.

Escarpment, nonbedrock (map symbol). A relatively continuous and steep slope or

cliff breaking the general continuity of more gently sloping land surfaces and

resulting from erosion or faulting. Exposed material is nonsoil or very shallow soil.

Esker. A long, narrow, sinuous, steep-sided ridge of stratified sand and gravel

deposited as the bed of a stream flowing in an ice tunnel within or below the ice

(subglacial) or between ice walls on top of the ice of a wasting glacier and left

behind as high ground when the ice melted. Eskers range in length from less than

a kilometer to more than 160 kilometers and in height from 3 to 30 meters.

Fan remnant. A general term for landforms that are the remaining parts of older fan

landforms, such as alluvial fans, that have been either dissected or partially

buried.

Fertility, soil. The quality that enables a soil to provide plant nutrients, in adequate

amounts and in proper balance, for the growth of specified plants when light,

moisture, temperature, tilth, and other growth factors are favorable.

Fibric soil material (peat). The least decomposed of all organic soil material. Peat

contains a large amount of well preserved fiber that is readily identifiable

according to botanical origin. Peat has the lowest bulk density and the highest

water content at saturation of all organic soil material.

Field moisture capacity. The moisture content of a soil, expressed as a percentage

of the ovendry weight, after the gravitational, or free, water has drained away; the

field moisture content 2 or 3 days after a soaking rain; also called normal field

capacity, normal moisture capacity, or capillary capacity.

Fine textured soil. Sandy clay, silty clay, or clay.

Firebreak. An area cleared of flammable material to stop or help control creeping or

running fires. It also serves as a line from which to work and to facilitate the
La Crosse County, Wisconsin 413

movement of firefighters and equipment. Designated roads also serve as

firebreaks.

Flaggy soil material. Material that has, by volume, 15 to 35 percent flagstones. Very

flaggy soil material has 35 to 60 percent flagstones, and extremely flaggy soil

material has more than 60 percent flagstones.

Flagstone. A thin fragment of sandstone, limestone, slate, shale, or (rarely) schist 6 to

15 inches (15 to 38 centimeters) long.

Flood plain. The nearly level plain that borders a stream and is subject to flooding

unless protected artificially.

Flood-plain landforms. A variety of constructional and erosional features produced

by stream channel migration and flooding. Examples include backswamps, floodplain splays, meanders, meander belts, meander scrolls, oxbow lakes, and natural

levees.

Flood-plain splay. A fan-shaped deposit or other outspread deposit formed where an

overloaded stream breaks through a levee (natural or artificial) and deposits its

material (commonly coarse grained) on the flood plain.

Flood-plain step. An essentially flat, terrace-like alluvial surface within a valley that is

frequently covered by floodwater from the present stream; any approximately

horizontal surface still actively modified by fluvial scour and/or deposition. May

occur individually or as a series of steps.

Fluvial. Of or pertaining to rivers or streams; produced by stream or river action.

Footslope. The concave surface at the base of a hillslope. A footslope is a transition

zone between upslope sites of erosion and transport (shoulders and backslopes)

and downslope sites of deposition (toeslopes).

Forb. Any herbaceous plant not a grass or a sedge.

Forest cover. All trees and other woody plants (underbrush) covering the ground in a

forest.

Forest habitat type. An association of dominant tree and ground flora species in a

climax community.

Fragipan. A loamy, brittle subsurface horizon low in porosity and content of organic

matter and low or moderate in clay but high in silt or very fine sand. A fragipan

appears cemented and restricts roots. When dry, it is hard or very hard and has a

higher bulk density than the horizon or horizons above. When moist, it tends to

rupture suddenly under pressure rather than to deform slowly.

Genesis, soil. The mode of origin of the soil. Refers especially to the processes or

soil-forming factors responsible for the formation of the solum, or true soil, from

the unconsolidated parent material.

Glaciofluvial deposits. Material moved by glaciers and subsequently sorted and

deposited by streams flowing from the melting ice. The deposits are stratified and

occur in the form of outwash plains, valley trains, deltas, kames, eskers, and kame

terraces.

Glaciolacustrine deposits. Material ranging from fine clay to sand derived from

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

are bedded or laminated.

Gleyed soil. Soil that formed under poor drainage, resulting in the reduction of iron

and other elements in the profile and in gray colors.

Graded stripcropping. Growing crops in strips that grade toward a protected

waterway.

Grassed waterway. A natural or constructed waterway, typically broad and shallow,

seeded to grass as protection against erosion. Conducts surface water away from

cropland.

Gravel. Rounded or angular fragments of rock as much as 3 inches (2 millimeters to

7.6 centimeters) in diameter. An individual piece is a pebble.
414 Soil Survey of

Gravel pit (map symbol). An open excavation from which soil and underlying material

have been removed and used, without crushing, as a source of sand or gravel.

Typically less than 4 acres.

Gravelly soil material. Material that has 15 to 35 percent, by volume, rounded or

angular rock fragments, not prominently flattened, as much as 3 inches (7.6

centimeters) in diameter.

Gravelly spot (map symbol). An area where the surface layer has more than 35

percent, by volume, rock fragments that are mostly less than 3 inches in diameter

within an area that has less than 15 percent rock fragments. Typically less than 4

acres.

Green manure crop (agronomy). A soil-improving crop grown to be plowed under in

an early stage of maturity or soon after maturity.

Ground water. Water filling all the unblocked pores of the material below the water

table.

Gully. A small channel with steep sides caused by erosion and cut in unconsolidated

materials by concentrated but intermittent flow of water. The distinction between a

gully and a rill is one of depth. A gully generally is an obstacle to farm machinery

and is too deep to be obliterated by ordinary tillage; a rill is of lesser depth and can

be smoothed over by ordinary tillage.

Gully (map symbol). A small channel with steep sides, cut by running water, through

which water ordinarily runs only after a rain or after melting of snow or ice. It

generally is an obstacle to wheeled vehicles and is too deep to be obliterated by

ordinary tillage.

Hard bedrock. Bedrock that cannot be excavated except by blasting or by the use of

special equipment that is not commonly used in construction.

Hard to reclaim (in tables). Reclamation is difficult after the removal of soil for

construction and other uses. Revegetation and erosion control are extremely

difficult.

Head slope (geomorphology). A geomorphic component of hills consisting of a

laterally concave area of a hillside, especially at the head of a drainageway. The

overland waterflow is converging.

Hemic soil material (mucky peat). Organic soil material intermediate in degree of

decomposition between the less decomposed fibric material and the more

decomposed sapric material.

High-residue crops. Such crops as small grain and corn used for grain. If properly

managed, residue from these crops can be used to control erosion until the next

crop in the rotation is established. These crops return large amounts of organic

matter to the soil.

Hill. A generic term for an elevated area of the land surface, rising as much as 1,000

feet above surrounding lowlands, commonly of limited summit area and having a

well defined outline. Slopes are generally more than 15 percent. The distinction

between a hill and a mountain is arbitrary and may depend on local usage.

Hillslope. A generic term for the steeper part of a hill between its summit and the

drainage line, valley flat, or depression floor at the base of a hill.

Horizon, soil. A layer of soil, approximately parallel to the surface, having distinct

characteristics produced by soil-forming processes. In the identification of soil

horizons, an uppercase letter represents the major horizons. Numbers or

lowercase letters that follow represent subdivisions of the major horizons. An

explanation of the subdivisions is given in the “Soil Survey Manual.” The major

horizons of mineral soil are as follows:

O horizon.—An organic layer of fresh and decaying plant residue.

L horizon.—A layer of organic and mineral limnic materials, including coprogenous

earth (sedimentary peat), diatomaceous earth, and marl.
La Crosse County, Wisconsin 415

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. The bedrock commonly

underlies a C horizon, but it can be directly below an A or a B horizon.

Humus. The well decomposed, more or less stable part of the organic matter in

mineral soils.

Hydrologic soil groups. Refers to soils grouped according to their runoff potential.

The soil properties that influence this potential are those that affect the minimum

rate of water infiltration on a bare soil during periods after prolonged wetting when

the soil is not frozen. These properties are depth to a seasonal high water table,

the infiltration rate and permeability after prolonged wetting, and depth to a very

slowly permeable layer. The slope and the kind of plant cover are not considered

but are separate factors in predicting runoff.

Ice-walled lake plain. A relict surface marking the floor of an extinct lake basin that

was formed on solid ground and surrounded by stagnant ice in a stable or

unstable superglacial environment on stagnation moraines. As the ice melted, the

lake plain became perched above the adjacent landscape. The lake plain is well

sorted, generally fine textured, stratified deposits.

Igneous rock. Rock that was formed by cooling and solidification of magma and that

has not been changed appreciably by weathering since its formation. Major

varieties include plutonic and volcanic rock (e.g., andesite, basalt, and granite).

Illuviation. The movement of soil material from one horizon to another in the soil

profile. Generally, material is removed from an upper horizon and deposited in a

lower horizon.

Impervious soil. A soil through which water, air, or roots penetrate slowly or not at all.

No soil is absolutely impervious to air and water all the time.

Increasers. Species in the climax vegetation that increase in amount as the more

desirable plants are reduced by close grazing. Increasers commonly are the

shorter plants and the less palatable to livestock.

Infiltration. The downward entry of water into the immediate surface of soil or other

material, as contrasted with percolation, which is movement of water through soil

layers or material.

Infiltration capacity. The maximum rate at which water can infiltrate into a soil under

a given set of conditions.

Infiltration rate. The rate at which water penetrates the surface of the soil at any given

instant, usually expressed in inches per hour. The rate can be limited by the

infiltration capacity of the soil or the rate at which water is applied at the surface.

Intake rate. The average rate of water entering the soil under irrigation. Most soils

have a fast initial rate; the rate decreases with application time. Therefore, intake

rate for design purposes is not a constant but is a variable depending on the net
416 Soil Survey of

irrigation application. The rate of water intake, in inches per hour, is expressed as

follows:

Less than 0.2 ................................................. very low

0.2 to 0.4 ................................................................ low

0.4 to 0.75 ........................................... moderately low

0.75 to 1.25 .................................................. moderate

1.25 to 1.75 ....................................... moderately high

1.75 to 2.5 ............................................................. high

More than 2.5 ............................................... very high

Interfluve. A landform composed of the relatively undissected upland or ridge

between two adjacent valleys containing streams flowing in the same general

direction. An elevated area between two drainageways that sheds water to those

drainageways.

Interfluve (geomorphology). A geomorphic component of hills consisting of the

uppermost, comparatively level or gently sloping area of a hill; shoulders of

backwearing hillslopes can narrow the upland or can merge, resulting in a strongly

convex shape.

Intermittent stream. A stream, or reach of a stream, that does not flow year-round but

that is commonly dry for 3 or more months out of 12 and whose channel is

generally below the local water table. It flows only during wet periods or when it

receives ground-water discharge or long, continued contributions from melting

snow or other surface and shallow subsurface sources.

Invaders. On range, plants that encroach into an area and grow after the climax

vegetation has been reduced by grazing. Generally, plants invade following

disturbance of the surface.

Iron depletions. See Redoximorphic features.

Irrigation. Application of water to soils to assist in production of crops. Methods of

irrigation are:

Basin.—Water is applied rapidly to nearly level plains surrounded by levees or

dikes.

Border.—Water is applied at the upper end of a strip in which the lateral flow of

water is controlled by small earth ridges called border dikes, or borders.

Controlled flooding.—Water is released at intervals from closely spaced field

ditches and distributed uniformly over the field.

Corrugation.—Water is applied to small, closely spaced furrows or ditches in fields

of close-growing crops or in orchards so that it flows in only one direction.

Drip (or trickle).—Water is applied slowly and under low pressure to the surface of

the soil or into the soil through such applicators as emitters, porous tubing, or

perforated pipe.

Furrow.—Water is applied in small ditches made by cultivation implements.

Furrows are used for tree and row crops.

Sprinkler.—Water is sprayed over the soil surface through pipes or nozzles from a

pressure system.

Subirrigation.—Water is applied in open ditches or tile lines until the water table is

raised enough to wet the soil.

Wild flooding.—Water, released at high points, is allowed to flow onto an area

without controlled distribution.

Island (map symbol). A small area of mineral soil within a body of water and above

the normal water level. Each symbol represents one island or several closely

grouped islands totaling less than 4 acres.

Kame. A low mound, knob, hummock, or short irregular ridge composed of stratified

sand and gravel deposited by a subglacial stream as a fan or delta at the margin

of a melting glacier; by a supraglacial stream in a low place or hole on the surface
La Crosse County, Wisconsin 417

of the glacier; or as a ponded deposit on the surface or at the margin of stagnant

ice.

Karst (topography). A kind of topography that formed in limestone, gypsum, or other

soluble rocks by dissolution and that is characterized by closed depressions,

sinkholes, caves, and underground drainage.

Knoll. A small, low, rounded hill rising above adjacent landforms.

Ksat. Saturated hydraulic conductivity. (See Permeability.)

Lacustrine deposit. Material deposited in lake water and exposed when the water

level is lowered or the elevation of the land is raised.

Lake plain. A nearly level surface marking the floor of an extinct lake filled by well

sorted, generally fine textured, stratified deposits, commonly containing varves.

Lake terrace. A narrow shelf, partly cut and partly built, produced along a lakeshore in

front of a scarp line of low cliffs and later exposed when the water level falls.

Landslide. A general, encompassing term for most types of mass movement

landforms and processes involving the downslope transport and outward

deposition of soil and rock materials caused by gravitational forces; the movement

may or may not involve saturated materials. The speed and distance of movement,

as well as the amount of soil and rock material, vary greatly.

Large stones (in tables). Rock fragments 3 inches (7.6 centimeters) or more across.

Large stones adversely affect the specified use of the soil.

Leaching. The removal of soluble material from soil or other material by percolating

water.

Linear extensibility. Refers to the change in length of an unconfined clod as moisture

content is decreased from a moist to a dry state. Linear extensibility is used to

determine the shrink-swell potential of soils. It is an expression of the volume

change between the water content of the clod at 1

/3- or 1/10-bar tension (33kPa or

10kPa tension) and oven dryness. Volume change is influenced by the amount and

type of clay minerals in the soil. The volume change is the percent change for the

whole soil. If it is expressed as a fraction, the resulting value is COLE, coefficient

of linear extensibility.

Liquid limit. The moisture content at which the soil passes from a plastic to a liquid

state.

Loam. Soil material that is 7 to 27 percent clay particles, 28 to 50 percent silt particles,

and less than 52 percent sand particles.

Loess. Material transported and deposited by wind and consisting dominantly of siltsized particles.

Low strength. The soil is not strong enough to support loads.

Low-residue crops. Such crops as corn used for silage, peas, beans, and

potatoes. Residue from these crops is not adequate to control erosion until the

next crop in the rotation is established. These crops return little organic matter to

the soil.

Marl. An earthy, unconsolidated deposit consisting chiefly of calcium carbonate mixed

with clay in approximately equal proportions; formed primarily under freshwater

lacustrine conditions but also formed in more saline environments.

Mass movement. A generic term for the dislodgment and downslope transport of soil

and rock material as a unit under direct gravitational stress.

Masses. See Redoximorphic features.

Mechanical treatment. Use of mechanical equipment for seeding, brush

management, and other management practices.

Medium textured soil. Very fine sandy loam, loam, silt loam, or silt.

Metamorphic rock. Rock of any origin altered in mineralogical composition, chemical

composition, or structure by heat, pressure, and movement at depth in the earth’s

crust. Nearly all such rocks are crystalline.
418 Soil Survey of

Mine spoil. An accumulation of displaced earthy material, rock, or other waste

material removed during mining or excavation. Also called earthy fill.

Mineral soil. Soil that is mainly mineral material and low in organic material. Its bulk

density is more than that of organic soil.

Minimum tillage. Only the tillage essential to crop production and prevention of soil

damage.

Miscellaneous area. A kind of map unit that has little or no natural soil and supports

little or no vegetation.

Moderately coarse textured soil. Coarse sandy loam, sandy loam, or fine sandy

loam.

Moderately fine textured soil. Clay loam, sandy clay loam, or silty clay loam.

Mollic epipedon. A thick, dark, humus-rich surface horizon (or horizons) that has high

base saturation and pedogenic soil structure. It may include the upper part of the

subsoil.

Moraine. In terms of glacial geology, a mound, ridge, or other topographically distinct

accumulation of unsorted, unstratified drift, predominantly till, deposited primarily

by the direct action of glacial ice in a variety of landforms. Also, a general term for

a landform composed mainly of till (except for kame moraines, which are

composed mainly of stratified outwash) that has been deposited by a glacier.

Some types of moraines are disintegration, end, ground, kame, lateral,

recessional, and terminal.

Morphology, soil. The physical makeup of the soil, including the texture, structure,

porosity, consistence, color, and other physical, mineral, and biological properties

of the various horizons, and the thickness and arrangement of those horizons in

the soil profile.

Mottling, soil. Irregular spots of different colors that vary in number and size.

Descriptive terms are as follows: abundance—few, common, and many; size—fine,

medium, and coarse; and contrast—faint, distinct, and prominent. The size

measurements are of the diameter along the greatest dimension. Fine indicates

less than 5 millimeters (about 0.2 inch); medium, from 5 to 15 millimeters (about

0.2 to 0.6 inch); and coarse, more than 15 millimeters (about 0.6 inch).

Muck. Dark, finely divided, well decomposed organic soil material. (See Sapric soil

material.)

Mudstone. A blocky or massive, fine grained sedimentary rock in which the

proportions of clay and silt are approximately equal. Also, a general term for such

material as clay, silt, claystone, siltstone, shale, and argillite and that should be

used only when the amounts of clay and silt are not known or cannot be precisely

identified.

Munsell notation. A designation of color by degrees of three simple variables—hue,

value, and chroma. For example, a notation of 10YR 6/4 is a color with hue of

10YR, value of 6, and chroma of 4.

Neutral soil. A soil having a pH value of 6.6 to 7.3. (See Reaction, soil.)

Nodules. See Redoximorphic features.

Nose slope (geomorphology). A geomorphic component of hills consisting of the

projecting end (laterally convex area) of a hillside. The overland waterflow is

predominantly divergent. Nose slopes consist dominantly of colluvium and slopewash sediments (for example, slope alluvium).

Nutrient, plant. Any element taken in by a plant essential to its growth. Plant nutrients

are mainly nitrogen, phosphorus, potassium, calcium, magnesium, sulfur, iron,

manganese, copper, boron, and zinc obtained from the soil and carbon, hydrogen,

and oxygen obtained from the air and water.
La Crosse County, Wisconsin 419

Organic matter. Plant and animal residue in the soil in various stages of

decomposition. The content of organic matter in the surface layer is described as

follows:

Very low .................................... less than 0.5 percent

Low .................................................. 0.5 to 1.0 percent

Moderately low ............................... 1.0 to 2.0 percent

Moderate ......................................... 2.0 to 4.0 percent

High ................................................. 4.0 to 8.0 percent

Very high ................................. more than 8.0 percent

Outwash. Stratified and sorted sediments (chiefly sand and gravel) removed or

“washed out” from a glacier by meltwater streams and deposited in front of or

beyond the end moraine or the margin of a glacier. The coarser material is

deposited nearer to the ice.

Outwash plain. An extensive lowland area of coarse textured glaciofluvial material. An

outwash plain is commonly smooth; where pitted, it generally is low in relief.

Parent material. The unconsolidated organic and mineral material in which soil

forms.

Peat. Unconsolidated material, largely undecomposed organic matter, that has

accumulated under excess moisture. (See Fibric soil material.)

Ped. An individual natural soil aggregate, such as a granule, a prism, or a block.

Pedisediment. A layer of sediment, eroded from the shoulder and backslope of an

erosional slope, that lies on and is being (or was) transported across a gently

sloping erosional surface at the foot of a receding hill or mountain slope.

Pedon. The smallest volume that can be called “a soil.” A pedon is three dimensional

and large enough to permit study of all horizons. Its area ranges from about 10 to

100 square feet (1 square meter to 10 square meters), depending on the variability

of the soil.

Percolation. The movement of water through the soil.

Perennial water (map symbol). A small, natural or constructed lake, pond, or pit that

contains water most of the year. Each symbol represents one area of water or

several closely grouped areas of water totaling less than 4 acres.

Permeability. The quality of the soil that enables water or air to move downward

through the profile. The rate at which a saturated soil transmits water is accepted

as a measure of this quality. In soil physics, the rate is referred to as “saturated

hydraulic conductivity,” which is defined in the “Soil Survey Manual.” In line with

conventional usage in the engineering profession and with traditional usage in

published soil surveys, this rate of flow continues to be expressed as

“permeability.” Terms describing permeability, measured in inches per hour, are as

follows:

Impermeable .............................less than 0.0015 inch

Very slow ..................................... 0.0015 to 0.06 inch

Slow ................................................... 0.06 to 0.2 inch

Moderately slow ................................... 0.2 to 0.6 inch

Moderate .................................. 0.6 inch to 2.0 inches

Moderately rapid .............................. 2.0 to 6.0 inches

Rapid ................................................. 6.0 to 20 inches

Very rapid ................................... more than 20 inches

pH value. A numerical designation of acidity and alkalinity in soil. (See Reaction,

soil.)
420 Soil Survey of

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 (geomorphology). A comparatively flat area of great extent and elevation;

specifically, an extensive land region that is considerably elevated (more than 100

meters) above the adjacent lower lying terrain, is commonly limited on at least one

side by an abrupt descent, and has a flat or nearly level surface. A comparatively

large part of a plateau surface is near summit level.

Plowpan. A compacted layer formed in the soil directly below the plowed layer.

Poletimber. Hardwood trees ranging from 5 to 11 inches in diameter and conifers

ranging from 5 to 9 inches in diameter at breast height.

Ponding. Standing water on soils in closed depressions. Unless the soils are

artificially drained, the water can be removed only by percolation or

evapotranspiration.

Poorly graded. Refers to a coarse grained soil or soil material consisting mainly of

particles of nearly the same size. Because there is little difference in size of the

particles, density can be increased only slightly by compaction.

Pore linings. See Redoximorphic features.

Potential native plant community. See Climax plant community.

Potential rooting depth (effective rooting depth). Depth to which roots could

penetrate if the content of moisture in the soil were adequate. The soil has no

properties restricting the penetration of roots to this depth.

Prescribed burning. Deliberately burning an area for specific management purposes,

under the appropriate conditions of weather and soil moisture and at the proper

time of day.

Productivity, soil. The capability of a soil for producing a specified plant or sequence

of plants under specific management.

Profile, soil. A vertical section of the soil extending through all its horizons and into

the parent material.

Proper grazing use. Grazing at an intensity that maintains enough cover to protect

the soil and maintain or improve the quantity and quality of the desirable

vegetation. This practice increases the vigor and reproduction capacity of the key

plants and promotes the accumulation of litter and mulch necessary to conserve

soil and water.

Rangeland. Land on which the potential natural vegetation is predominantly grasses,

grasslike plants, forbs, or shrubs suitable for grazing or browsing. It includes

natural grasslands, savannas, many wetlands, some deserts, tundras, and areas

that support certain forb and shrub communities.

Reaction, soil. A measure of acidity or alkalinity of a soil, expressed as pH values. A

soil that tests to pH 7.0 is described as precisely neutral in reaction because it is
La Crosse County, Wisconsin 421

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. See Redoximorphic features.

Redoximorphic depletions. See Redoximorphic features.

Redoximorphic features. Redoximorphic features are associated with wetness and

result from alternating periods of reduction and oxidation of iron and manganese

compounds in the soil. Reduction occurs during saturation with water, and

oxidation occurs when the soil is not saturated. Characteristic color patterns are

created by these processes. The reduced iron and manganese ions may be

removed from a soil if vertical or lateral fluxes of water occur, in which case there

is no iron or manganese precipitation in that soil. Wherever the iron and

manganese are oxidized and precipitated, they form either soft masses or hard

concretions or nodules. Movement of iron and manganese as a result of

redoximorphic processes in a soil may result in redoximorphic features that are

defined as follows:

1. Redoximorphic concentrations.—These are zones of apparent accumulation of

iron-manganese oxides, including:

A. Nodules and concretions, which are cemented bodies that can be

removed from the soil intact. Concretions are distinguished from nodules on the

basis of internal organization. A concretion typically has concentric layers that

are visible to the naked eye. Nodules do not have visible organized internal

structure; and

B. Masses, which are noncemented concentrations of substances within

the soil matrix; and

C. Pore linings, i.e., zones of accumulation along pores that may be either

coatings on pore surfaces or impregnations from the matrix adjacent to the

pores.

2. Redoximorphic depletions.—These are zones of low chroma (chromas less

than those in the matrix) where either iron-manganese oxides alone or both

iron-manganese oxides and clay have been stripped out, including:

A. Iron depletions, i.e., zones that contain low amounts of iron and

manganese oxides but have a clay content similar to that of the adjacent matrix;

and

B. Clay depletions, i.e., zones that contain low amounts of iron, manganese,

and clay (often referred to as silt coatings or skeletans).

3. Reduced matrix.—This is a soil matrix that has low chroma in situ but

undergoes a change in hue or chroma within 30 minutes after the soil material

has been exposed to air.
422 Soil Survey of

Reduced matrix. See Redoximorphic features.

Regolith. All unconsolidated earth materials above the solid bedrock. It includes

material weathered in place from all kinds of bedrock and alluvial, glacial, eolian,

lacustrine, and pyroclastic deposits.

Relief. The relative difference in elevation between the upland summits and the

lowlands or valleys of a given region.

Residuum (residual soil material). Unconsolidated, weathered or partly weathered

mineral material that accumulated as bedrock disintegrated in place.

Rill. A very small, steep-sided channel resulting from erosion and cut in

unconsolidated materials by concentrated but intermittent flow of water. A rill

generally is not an obstacle to wheeled vehicles and is shallow enough to be

smoothed over by ordinary tillage.

Riser. The vertical or steep side slope (e.g., escarpment) of terraces, flood-plain

steps, or other stepped landforms; commonly a recurring part of a series of

natural, steplike landforms, such as successive stream terraces.

Road cut. A sloping surface produced by mechanical means during road construction.

It is commonly on the uphill side of the road.

Rock fragments. Rock or mineral fragments having a diameter of 2 millimeters or

more; for example, pebbles, cobbles, stones, and boulders.

Rock outcrop (map symbol). An exposure of bedrock at the surface of the earth. Not

used where the named soils of the surrounding map unit are shallow over bedrock.

Each symbol represents one exposure or several closely grouped exposures

totaling less than 4 acres.

Root zone. The part of the soil that can be penetrated by plant roots.

Runoff. The precipitation discharged into stream channels from an area. The water

that flows off the surface of the land without sinking into the soil is called surface

runoff. Water that enters the soil before reaching surface streams is called groundwater runoff or seepage flow from ground water.

Saline soil. A soil containing soluble salts in an amount that impairs growth of plants.

A saline soil does not contain excess exchangeable sodium.

Sand. As a soil separate, individual rock or mineral fragments from 0.05 millimeter to

2.0 millimeters in diameter. Most sand grains consist of quartz. As a soil textural

class, a soil that is 85 percent or more sand and not more than 10 percent clay.

Sandstone. Sedimentary rock containing dominantly sand-sized particles.

Sandy spot (map symbol). An area where the surface layer is loamy fine sand or

coarser within an area where the surface layer of the named soils in the

surrounding map unit is very fine sandy loam or finer. Typically less than 4 acres.

Sapling. A tree ranging from 1 to 5 inches in diameter at breast height.

Sapric soil material (muck). The most highly decomposed of all organic soil material.

Muck has the least amount of plant fiber, the highest bulk density, and the lowest

water content at saturation of all organic soil material.

Saturated hydraulic conductivity (Ksat). See Permeability.

Saturation. Wetness characterized by zero or positive pressure of the soil water.

Under conditions of saturation, the water will flow from the soil matrix into an

unlined auger hole.

Sawtimber. Hardwood trees more than 11 inches in diameter and conifers more than

9 inches in diameter at breast height.

Scarification. The act of abrading, scratching, loosening, crushing, or modifying the

surface to increase water absorption or to provide a more tillable soil.

Sedimentary rock. A consolidated deposit of clastic particles, chemical precipitates,

or organic remains accumulated at or near the surface of the earth under normal

low temperature and pressure conditions. Sedimentary rocks include consolidated

equivalents of alluvium, colluvium, drift, and eolian, lacustrine, and marine
La Crosse County, Wisconsin 423

deposits. Examples are sandstone, siltstone, mudstone, claystone, shale,

conglomerate, limestone, dolomite, and coal.

Seedling. A tree less than 1 inch in diameter at breast height.

Sequum. A sequence consisting of an illuvial horizon and the overlying eluvial horizon.

(See Eluviation.)

Series, soil. A group of soils that have profiles that are almost alike, except for

differences in texture of the surface layer. All the soils of a series have horizons

that are similar in composition, thickness, and arrangement.

Shale. Sedimentary rock that formed by the hardening of a deposit of clay, silty clay, or

silty clay loam and that has a tendency to split into thin layers.

Sheet erosion. The removal of a fairly uniform layer of soil material from the land

surface by the action of rainfall and surface runoff.

Short, steep slope (map symbol). A narrow area of soil that is at least two slope

classes steeper than the surrounding map unit.

Shoulder. The convex, erosional surface near the top of a hillslope. A shoulder is a

transition from summit to backslope.

Shrink-swell (in tables). The shrinking of soil when dry and the swelling when wet.

Shrinking and swelling can damage roads, dams, building foundations, and other

structures. It can also damage plant roots.

Side slope (geomorphology). A geomorphic component of hills consisting of a laterally

planar area of a hillside. The overland waterflow is predominantly parallel. Side

slopes are dominantly colluvium and slope-wash sediments.

Silica. A combination of silicon and oxygen. The mineral form is called quartz.

Silt. As a soil separate, individual mineral particles that range in diameter from the

upper limit of clay (0.002 millimeter) to the lower limit of very fine sand (0.05

millimeter). As a soil textural class, soil that is 80 percent or more silt and less than

12 percent clay.

Siltstone. An indurated silt having the texture and composition of shale but lacking its

fine lamination or fissility; a massive mudstone in which silt predominates over

clay.

Similar soils. Soils that share limits of diagnostic criteria, behave and perform in a

similar manner, and have similar conservation needs or management

requirements for the major land uses in the survey area.

Sinkhole. A closed, circular or elliptical depression, commonly funnel shaped,

characterized by subsurface drainage and formed either by dissolution of the

surface of underlying bedrock (e.g., limestone, gypsum, or salt) or by collapse of

underlying caves within bedrock. Complexes of sinkholes in carbonate-rock terrain

are the main components of karst topography.

Site index. A designation of the quality of a forest site based on the height of the

dominant stand at an arbitrarily chosen age. For example, if the average height

attained by dominant and codominant trees in a fully stocked stand at the age of

50 years is 75 feet, the site index is 75.

Slope. The inclination of the land surface from the horizontal. Percentage of slope is

the vertical distance divided by horizontal distance, then multiplied by 100. Thus, a

slope of 20 percent is a drop of 20 feet in 100 feet of horizontal distance.

Slope alluvium. Sediment gradually transported down the slopes of mountains or hills

primarily by nonchannel alluvial processes (i.e., slope-wash processes) and

characterized by particle sorting. Lateral particle sorting is evident on long slopes.

In a profile sequence, sediments may be distinguished by differences in size and/

or specific gravity of rock fragments and may be separated by stone lines.

Burnished peds and sorting of rounded or subrounded pebbles or cobbles

distinguish these materials from unsorted colluvial deposits.
424 Soil Survey of

Slow refill (in tables). The slow filling of ponds, resulting from restricted permeability in

the soil.

Soft bedrock. Bedrock that can be excavated with trenching machines, backhoes,

small rippers, and other equipment commonly used in construction.

Soil. A natural, three-dimensional body at the earth’s surface. It is capable of

supporting plants and has properties resulting from the integrated effect of climate

and living matter acting on earthy parent material, as conditioned by relief and by

the passage of time.

Soil separates. Mineral particles less than 2 millimeters in equivalent diameter and

ranging between specified size limits. The names and sizes, in millimeters, of

separates recognized in the United States are as follows:

Very coarse sand ........................................ 2.0 to 1.0

Coarse sand ................................................ 1.0 to 0.5

Medium sand ............................................. 0.5 to 0.25

Fine sand ................................................. 0.25 to 0.10

Very fine sand .......................................... 0.10 to 0.05

Silt .......................................................... 0.05 to 0.002

Clay .....................................................less than 0.002

Solum. The upper part of a soil profile, above the C horizon, in which the processes of

soil formation are active. The solum in soil consists of the A, E, and B horizons.

Generally, the characteristics of the material in these horizons are unlike those of

the material below the solum. The living roots and plant and animal activities are

largely confined to the solum.

Stone line. In a vertical cross section, a line formed by scattered fragments or a

discrete layer of angular and subangular rock fragments (commonly a gravel- or

cobble-sized lag concentration) that formerly was draped across a topographic

surface and was later buried by additional sediments. A stone line generally caps

material that was subject to weathering, soil formation, and erosion before burial.

Many stone lines seem to be buried erosion pavements, originally formed by sheet

and rill erosion across the land surface.

Stones. Rock fragments 10 to 24 inches (25 to 60 centimeters) in diameter if rounded

or 15 to 24 inches (38 to 60 centimeters) in length if flat.

Stony. Refers to a soil containing stones in numbers that interfere with or prevent

tillage.

Strath terrace. A type of stream terrace; formed as an erosional surface cut on

bedrock and thinly mantled with stream deposits (alluvium).

Stream terrace. One of a series of platforms in a stream valley, flanking and more or

less parallel to the stream channel, originally formed near the level of the stream;

represents the remnants of an abandoned flood plain, stream bed, or valley floor

produced during a former state of fluvial erosion or deposition.

Stripcropping. Growing crops in a systematic arrangement of strips or bands that

provide vegetative barriers to wind erosion and water erosion.

Structure, soil. The arrangement of primary soil particles into compound particles or

aggregates. The principal forms of soil structure are—platy (laminated), prismatic

(vertical axis of aggregates longer than horizontal), columnar (prisms with rounded

tops), blocky (angular or subangular), and granular. Structureless soils are either

single grained (each grain by itself, as in dune sand) or massive (the particles

adhering without any regular cleavage, as in many hardpans).

Stubble mulch. Stubble or other crop residue left on the soil or partly worked into the

soil. It protects the soil from wind erosion and water erosion after harvest, during

preparation of a seedbed for the next crop, and during the early growing period of

the new crop.
La Crosse County, Wisconsin 425

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 caused by uneven glacial deposition.

Terminal moraine. An end moraine that marks the farthest advance of a glacier. It

typically has the form of a massive arcuate or concentric ridge, or complex of

ridges, and is underlain by till and other types of drift.

Terrace (conservation). An embankment, or ridge, constructed across sloping soils on

the contour or at a slight angle to the contour. The terrace intercepts surface runoff

so that water soaks into the soil or flows slowly to a prepared outlet. A terrace in a

field generally is built so that the field can be farmed. A terrace intended mainly for

drainage has a deep channel that is maintained in permanent sod.

Terrace (geomorphology). A steplike surface, bordering a valley floor or shoreline, that

represents the former position of a flood plain, lake, or seashore. The term is

usually applied both to the relatively flat summit surface (tread) that was cut or

built by stream or wave action and to the steeper descending slope (scarp or riser)

that has graded to a lower base level of erosion.

Terracettes. Small, irregular steplike forms on steep hillslopes, especially in pasture,

formed by creep or erosion of surficial materials that may be induced or enhanced

by trampling of livestock, such as sheep or cattle.

Texture, soil. The relative proportions of sand, silt, and clay particles in a mass of soil.

The basic textural classes, in order of increasing proportion of fine particles, are

sand, loamy sand, sandy loam, loam, silt loam, silt, sandy clay loam, clay loam,

silty clay loam, sandy clay, silty clay, and clay. The sand, loamy sand, and sandy

loam classes may be further divided by specifying “coarse,” “fine,” or “very fine.”

Thin layer (in tables). Otherwise suitable soil material that is too thin for the specified

use.

Till. Dominantly unsorted and nonstratified drift, generally unconsolidated and

deposited directly by a glacier without subsequent reworking by meltwater, and

consisting of a heterogeneous mixture of clay, silt, sand, gravel, stones, and

boulders; rock fragments of various lithologies are embedded within a finer matrix

that can range from clay to sandy loam.

Till plain. An extensive area of level to gently undulating soils underlain predominantly

by till and bounded at the distal end by subordinate recessional or end moraines.

Tilth, soil. The physical condition of the soil as related to tillage, seedbed preparation,

seedling emergence, and root penetration.

Toeslope. The gently inclined surface at the base of a hillslope. Toeslopes in profile

are commonly gentle and linear and are constructional surfaces forming the lower

part of a hillslope continuum that grades to valley or closed-depression floors.

Topsoil. The upper part of the soil, which is the most favorable material for plant

growth. It is ordinarily rich in organic matter and is used to topdress roadbanks,

lawns, and land affected by mining.
426

Trace elements. Chemical elements, for example, zinc, cobalt, manganese, copper,

and iron, in soils in extremely small amounts. They are essential to plant growth.

Tread. The flat to gently sloping, topmost, laterally extensive slope of terraces, floodplain steps, or other stepped landforms; commonly a recurring part of a series of

natural steplike landforms, such as successive stream terraces.

Upland. An informal, general term for the higher ground of a region, in contrast with a

low-lying adjacent area, such as a valley or plain, or for land at a higher elevation

than the flood plain or low stream terrace; land above the footslope zone of the

hillslope continuum.

Valley fill. The unconsolidated sediment deposited by any agent (water, wind, ice, or

mass wasting) so as to fill or partly fill a valley.

Variegation. Refers to patterns of contrasting colors assumed to be inherited from the

parent material rather than to be the result of poor drainage.

Varve. A sedimentary layer or a lamina or sequence of laminae deposited in a body of

still water within a year. Specifically, a thin pair of graded glaciolacustrine layers

seasonally deposited, usually by meltwater streams, in a glacial lake or other body

of still water in front of a glacier.

Very stony spot (map symbol). An area in which 0.1 to 3.0 percent of the surface is

covered by rock fragments more than 10 inches in diameter within an area that

does not have rock fragments on the surface. Typically less than 4 acres.

Water bars. Smooth, shallow ditches or depressional areas that are excavated at an

angle across a sloping road. They are used to reduce the downward velocity of

water and divert it off and away from the road surface. Water bars can easily be

driven over if constructed properly.

Weathering. All physical disintegration, chemical decomposition, and biologically

induced changes in rocks or other deposits at or near the earth’s surface by

atmospheric or biologic agents or by circulating surface waters but involving

essentially no transport of the altered material.

Well graded. Refers to soil material consisting of coarse grained particles that are well

distributed over a wide range in size or diameter. Such soil normally can be easily

increased in density and bearing properties by compaction. Contrasts with poorly

graded soil.

Wet spot (map symbol). An area of somewhat poorly drained to very poorly drained

soil at least two drainage classes wetter than the named soils in the surrounding

map unit. Each symbol represents one wet area or several grouped wet areas

totaling less than 4 acres.

Wilting point (or permanent wilting point). The moisture content of soil, on an

ovendry basis, at which a plant (specifically a sunflower) wilts so much that it does

not recover when placed in a humid, dark chamber.

Windthrow. The uprooting and tipping over of trees by the wind.
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