United States

Department of

Agriculture

Natural

Resources

Conservation

Service

Soil Survey of

Menominee

County,

Wisconsin

In cooperation with the

Research Division of the

College of Agricultural and

Life Sciences, University of

Wisconsin, and the

Menominee Indian Tribe of

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

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

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

1-800-457-3642 or by e-mail at helpdesk@helpdesk.itc.nrcs.usda.gov. For assistance

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

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

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

NRCS Accessibility Statement
Soil Maps

The soil maps can be useful in planning the use and management of small areas.

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

the map sheet and turn to that sheet.

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

Contents, which lists the map units by symbol and name and shows the page where each map unit is described.

The Contents shows which table has data on a specific land use for each soil map unit. Also see the Contents for

sections of this publication that may address your specific needs.

3

How To Use This Soil Survey
4

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

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

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

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

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

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

Natural Resources Conservation Service (formerly the Soil Conservation Service) has

leadership for the Federal part of the National Cooperative Soil Survey.

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

descriptions were approved in 1998. Unless otherwise indicated, statements in this

publication refer to conditions in the survey area in 1998. This survey was made

cooperatively by the Natural Resources Conservation Service; the Research Division of

the College of Agricultural and Life Sciences, University of Wisconsin; and the

Menominee Indian Tribe of Wisconsin. The survey is part of the technical assistance

furnished to the Menominee County Soil and Water Conservation District. Financial

assistance was provided by the Menominee Indian Tribe of Wisconsin.

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

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

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

larger scale.

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

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

political beliefs, sexual orientation, and marital or family status. (Not all prohibited bases

apply to all programs.) Persons with disabilities who require alternative means for

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

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

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

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

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

provider and employer.

Cover: The Wolf River in the village of Keshena. The Wolf River is designated as a national scenic

and wild river.
5

Contents

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

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

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

History................................................................ 11

Transportation Facilities and Industry ................. 12

Water Supply ...................................................... 13

Physiography, Relief, and Drainage .................... 13

Geology .............................................................. 14

Climate ............................................................... 15

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

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

AfB—Aftad loam, 0 to 6 percent slopes .............. 20

AnB—Annalake fine sandy loam, 0 to 6

percent slopes ............................................. 20

AtB—Antigo silt loam, 0 to 6 percent slopes ....... 20

AuA—Au Gres loamy sand, 0 to 3 percent

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

CeB—Cress sandy loam, 0 to 6 percent

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

CeC—Cress sandy loam, 6 to 15 percent

slopes .......................................................... 22

CeD—Cress sandy loam, 15 to 35 percent

slopes .......................................................... 22

CmA—Crex fine sand, 0 to 3 percent slopes ...... 23

CrB—Cromwell sandy loam, 0 to 6 percent

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

CrC—Cromwell sandy loam, 6 to 15 percent

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

CrD—Cromwell sandy loam, 15 to 35 percent

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

CsA—Croswell loamy sand, 0 to 3 percent

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

FeB—Frechette fine sandy loam, 2 to 6

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

FeC—Frechette fine sandy loam, 6 to 15

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

FeD—Frechette fine sandy loam, 15 to 35

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

FrB—Frechette sandy loam, 2 to 6 percent

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

FrC—Frechette sandy loam, 6 to 15 percent

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

FrD—Frechette sandy loam, 15 to 35 percent

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

GaB—Grayling loamy sand, 0 to 6 percent

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

GaC—Grayling loamy sand, 6 to 15 percent

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

GaD—Grayling loamy sand, 15 to 35 percent

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

GyB—Grayling sand, 0 to 6 percent slopes ........ 28

GyC—Grayling sand, 6 to 15 percent slopes...... 28

GyD—Grayling sand, 15 to 35 percent

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

IgA—Ingalls loamy sand, 0 to 3 percent

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

IsB—Iosco loamy sand, 0 to 4 percent slopes .... 30

IxB—Ishpeming-Rock outcrop complex, 0 to 6

percent slopes ............................................. 31

IxC—Ishpeming-Rock outcrop complex, 6 to

15 percent slopes ........................................ 31

KaB—Karlin sandy loam, 0 to 6 percent

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

KaC—Karlin sandy loam, 6 to 15 percent

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

KaD—Karlin sandy loam, 15 to 35 percent

slopes .......................................................... 33

KeC—Kennan fine sandy loam, 6 to 15

percent slopes, very bouldery ...................... 33

KeD—Kennan fine sandy loam, 15 to 35

percent slopes, very bouldery ...................... 33

KoC—Kennan silt loam, 6 to 15 percent

slopes, very bouldery ................................... 34

KoD—Kennan silt loam, 15 to 35 percent

slopes, very bouldery ................................... 34

KxB—Keshena fine sandy loam, 2 to 6

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

LaB—Lablatz sandy loam, 0 to 4 percent

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

LDF—Landfill ..................................................... 35

LoA—Loxley peat, 0 to 1 percent slopes ............ 35

LuA—Lupton, Markey, and Cathro mucks,

0 to 1 percent slopes.................................... 36

M-W—Miscellaneous water................................ 38

MaB—Mahtomedi loamy sand, 0 to 6 percent

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

MaC—Mahtomedi loamy sand, 6 to 15

percent slopes ............................................. 38
6

MaD—Mahtomedi loamy sand, 15 to 35

percent slopes ............................................. 38

MoC—Menominee loamy fine sand, 6 to 15

percent slopes ............................................. 39

MoD—Menominee loamy fine sand, 15 to 35

percent slopes ............................................. 39

MqB—Mequithy-Rock outcrop complex, 0 to 6

percent slopes ............................................. 40

MqC—Mequithy-Rock outcrop complex, 6 to

15 percent slopes ........................................ 40

MuA—Minocqua muck, 0 to 2 percent

slopes .......................................................... 40

MwB—Moodig fine sandy loam, 0 to 4

percent slopes, very bouldery ...................... 41

MxB—Morganlake loamy fine sand, 0 to 6

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

MzB—Moshawquit loamy sand, 2 to 6

percent slopes ............................................. 42

MzC—Moshawquit loamy sand, 6 to 15

percent slopes ............................................. 42

NeA—Neconish fine sand, 0 to 3 percent

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

NoB—Neopit fine sandy loam, 2 to 6 percent

slopes, very bouldery ................................... 43

NpB—Neopit silt loam, 2 to 6 percent slopes,

very bouldery ............................................... 43

NsA—Noseum fine sandy loam, 0 to 3

percent slopes ............................................. 44

PaB—Padus fine sandy loam, 0 to 6 percent

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

PaC—Padus fine sandy loam, 6 to 15 percent

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

PaD—Padus fine sandy loam, 15 to 35

percent slopes ............................................. 45

PbB—Padwet fine sandy loam, 0 to 6

percent slopes ............................................. 46

PeB—Pecore loam, 2 to 6 percent slopes .......... 46

PeC—Pecore loam, 6 to 15 percent slopes ........ 46

PeD—Pecore loam, 15 to 35 percent slopes ...... 47

PnB—Pence sandy loam, 0 to 6 percent

slopes .......................................................... 47

PnC—Pence sandy loam, 6 to 15 percent

slopes .......................................................... 48

PnD—Pence sandy loam, 15 to 35 percent

slopes .......................................................... 48

PrB—Perote fine sandy loam, 2 to 6 percent

slopes .......................................................... 48

PrC—Perote fine sandy loam, 6 to 15 percent

slopes .......................................................... 49

PrD—Perote fine sandy loam, 15 to 35

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

PsB—Peshtigo loam, 0 to 4 percent

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

Pt—Pits, gravel ................................................... 50

RaB—Rabe loamy sand, 2 to 6 percent

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

RaC—Rabe loamy sand, 6 to 15 percent

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

RaD—Rabe loamy sand, 15 to 35 percent

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

RbA—Robago fine sandy loam, 0 to 3

percent slopes ............................................. 51

RcA—Roscommon muck, 0 to 2 percent

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

RoB—Rosholt fine sandy loam, 0 to 6 percent

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

RoC—Rosholt fine sandy loam, 6 to 15

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

RoD—Rosholt fine sandy loam, 15 to 35

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

RsB—Rousseau fine sand, 0 to 6 percent

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

RsC—Rousseau fine sand, 6 to 15 percent

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

RsD—Rousseau fine sand, 15 to 35 percent

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

ScA—Scott Lake fine sandy loam, 0 to 3

percent slopes ............................................. 55

SfB—Shawano fine sand, 0 to 6 percent

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

SfC—Shawano fine sand, 6 to 15 percent

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

SfD—Shawano fine sand, 15 to 35 percent

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

SuA—Sunia sandy loam, 0 to 3 percent

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

TlC—Tilleda sandy loam, 6 to 15 percent

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

TlD—Tilleda sandy loam, 15 to 35 percent

slopes .......................................................... 57
7

TmA—Tipler fine sandy loam, 0 to 3 percent

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

ToB—Tourtillotte loamy sand, 0 to 6 percent

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

ToC—Tourtillotte loamy sand, 6 to 15 percent

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

UdD—Udipsamments, moderately steep or

steep (earthen dam) .................................... 59

VsB—Vilas loamy sand, 0 to 6 percent

slopes .......................................................... 59

VsC—Vilas loamy sand, 6 to 15 percent

slopes .......................................................... 59

VsD—Vilas loamy sand, 15 to 35 percent

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

W—Water........................................................... 60

WaA—Wainola loamy fine sand, 0 to 3

percent slopes ............................................. 60

WkB—Wayka-Rock outcrop complex, 0 to 4

percent slopes ............................................. 60

WrA—Worcester fine sandy loam, 0 to 3

percent slopes ............................................. 61

WtA—Wormet fine sandy loam, 0 to 3

percent slopes ............................................. 61

WuA—Wurtsmith sand, 0 to 3 percent

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

Use and Management of the Soils ...................... 63

Interpretive Ratings ............................................ 63

Rating Class Terms ........................................ 63

Numerical Ratings.......................................... 63

Forest Land ........................................................ 63

Forest Land Management and Productivity .... 64

Forest Habitat Types ...................................... 67

Crops and Pasture ............................................. 72

Prime Farmland ............................................. 73

Recreation .......................................................... 74

Wildlife Habitat ................................................... 76

Engineering ........................................................ 79

Building Site Development ............................. 80

Sanitary Facilities ........................................... 81

Construction Materials ................................... 82

Water Management........................................ 83

Soil Properties ...................................................... 85

Engineering Index Properties ............................. 85

Physical Properties ............................................ 86

Chemical Properties ........................................... 87

Water Features ................................................... 88

Soil Features ...................................................... 89

Engineering Index Test Data ............................... 90

Classification of the Soils .................................... 91

Soil Series and Their Morphology....................... 91

Aftad Series ................................................... 91

Annalake Series ............................................. 93

Antigo Series ................................................. 94

Au Gres Series............................................... 95

Cathro Series ................................................. 96

Cress Series .................................................. 97

Crex Series .................................................... 98

Cromwell Series ............................................. 99

Croswell Series ............................................ 100

Frechette Series ........................................... 101

Grayling Series ............................................ 102

Ingalls Series ............................................... 103

Iosco Series ................................................. 104

Ishpeming Series ......................................... 105

Karlin Series ................................................ 106

Kennan Series ............................................. 107

Keshena Series ............................................ 109

Lablatz Series .............................................. 110

Loxley Series ............................................... 111

Lupton Series ............................................... 112

Mahtomedi Series ........................................ 113

Markey Series .............................................. 114

Menominee Series ....................................... 114

Mequithy Series ........................................... 116

Minocqua Series .......................................... 117

Moodig Series .............................................. 118

Morganlake Series ....................................... 120

Moshawquit Series ....................................... 121

Neconish Series ........................................... 122

Neopit Series ............................................... 123

Noseum Series ............................................ 125

Padus Series................................................ 126

Padwet Series .............................................. 127

Pecore Series .............................................. 128

Pence Series................................................ 130

Perote Series ............................................... 131

Peshtigo Series ............................................ 132

Rabe Series ................................................. 133

Robago Series ............................................. 135

Roscommon Series...................................... 136
8

Rosholt Series ............................................. 137

Rousseau Series ......................................... 138

Scott Lake Series ......................................... 139

Shawano Series ........................................... 140

Sunia Series ................................................ 141

Tilleda Series ............................................... 142

Tipler Series ................................................. 143

Tourtillotte Series ......................................... 144

Vilas Series .................................................. 146

Wainola Series ............................................. 146

Wayka Series ............................................... 148

Worcester Series ......................................... 149

Wormet Series ............................................. 150

Wurtsmith Series ......................................... 152

Formation of the Soils........................................ 153

Factors of Soil Formation ................................. 153

Processes of Soil Formation............................. 155

References .......................................................... 157

Glossary .............................................................. 159

Tables .................................................................. 173

Table 1.—Temperature and Precipitation .......... 174

Table 2.—Freeze Dates in Spring and Fall........ 175

Table 3.—Growing Season ............................... 175

Table 4.—Acreage and Proportionate Extent

of the Soils ................................................. 176

Table 5.—Forest Land Harvest Equipment

Considerations ........................................... 178

Table 6.—Forest Haul Road Considerations ..... 184

Table 7.—Forest Log Landing

Considerations ........................................... 190

Table 8.—Forest Land Site Preparation and

Planting Considerations ............................. 196

Table 9.—Forest Land Productivity ................... 202

Table 10.—Forest Habitat Types ....................... 221

Table 11.—Prime Farmland .............................. 224

Table 12a.—Recreational Development............ 225

Table 12b.—Recreational Development ............ 236

Table 13.—Wildlife Habitat ................................ 246

Table 14a.—Building Site Development ............ 253

Table 14b.—Building Site Development ............ 261

Table 15a.—Sanitary Facilities ......................... 271

Table 15b.—Sanitary Facilities.......................... 285

Table 16a.—Construction Materials .................. 296

Table 16b.—Construction Materials .................. 305

Table 17.—Water Management ........................ 320

Table 18.—Engineering Index Properties ......... 330

Table 19.—Physical Properties of the Soils ...... 373

Table 20.—Chemical Properties of the Soils..... 385

Table 21.—Soil Moisture Status by Depth ........ 397

Table 22.—Flooding Frequency and

Duration ..................................................... 415

Table 23.—Soil Features .................................. 423

Table 24.—Engineering Index Test Data ........... 431

Table 25.—Classification of the Soils ................ 435

Issued 2004
9

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

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

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

impact of selected land uses on the environment.

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

agronomists can use it to evaluate the potential of the soil and the management needed

for maximum food and fiber production. Planners, community officials, engineers,

developers, builders, and home buyers can use the survey to plan land use, select sites

for construction, and identify special practices needed to ensure proper performance.

Conservationists, teachers, students, and specialists in recreation, wildlife

management, waste disposal, and pollution control can use the survey to help them

understand, protect, and enhance the environment.

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

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

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

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

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

user is responsible for identifying and complying with existing laws and regulations.

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

seasonally wet or subject to flooding. Some are shallow to bedrock. Some are too

unstable to be used as a foundation for buildings or roads. Clayey or wet soils are

poorly suited to use as septic tank absorption fields. A high water table makes a soil

poorly suited to basements or underground installations.

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

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

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

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

Conservation Service or the Cooperative Extension Service.

Patricia S. Leavenworth

State Conservationist

Natural Resources Conservation Service

Foreword

11

The survey area is in northeastern Wisconsin

(fig. 1). The county has two cities—Neopit and

Keshena. Keshena is the county seat. In 1997, the

population of Menominee County was 4,293.

The county has a total area of 233,664 acres.

Approximately 218,150 acres in the county is used as

forest land, and 500 acres is used for crops and

pasture.

For the purposes of this soil survey, soil scientists

identified about 54 different types of soil in Menominee

County. The soils range widely in texture, natural

drainage, and other characteristics.

This survey updates an earlier survey of

Menominee County published in 1967 (State of

Wisconsin, 1967). The updated survey provides more

interpretive information and has larger maps, which

show the soils in greater detail.

General Nature of the Survey Area

This section provides some general information

about the survey area. It describes history;

transportation facilities and industry; water supply;

physiography, relief, and drainage; geology; and

climate.

History

The Menominee are Wisconsin’s oldest continuous

residents, having lived in the area for more than 4,000

years. “Menominee” is derived from the Algonquin

word o-maeq-no-min-ni-wuk, meaning “Wild Rice

People.” Tribal land once stretched across 9,500,000

acres, from Lake Michigan to the Mississippi River and

from the Escanaba River to the Milwaukee River.

The Menominee lived by hunting, fishing, and

gathering. They gathered forest products to make

homes, canoes, wigwam mats, baskets, dishes,

Soil Survey of

Menominee County, Wisconsin

By Michael J. Mitchell and Richard M. Johannes, Natural Resources Conservation

Service

Fieldwork by Keith A. Anderson, John E. Campbell, Richard M. Johannes,

Howard E. Lorenz, Michael J. Mitchell, and Rebecca A. Otto, Natural Resources

Conservation Service

United States Department of Agriculture, Natural Resources Conservation Service,

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

Sciences, University of Wisconsin, and the Menominee Indian Tribe of Wisconsin

Figure 1.—Location of the survey area in Wisconsin.
12 Soil Survey of

buckets, snowshoe frames, and masks. The abundant

wild rice was their staple food. The wild rice was

augmented by corn, beans, and squash grown in

small gardens. Some of the food was dried in the sun

for winter use. Boiling and roasting were the common

methods of cooking. Maple sugar and maple syrup

were used as sweeteners and flavorings.

Non-Native people first contacted the Menominee in

the year 1634, when Jean Nicolet encountered them

near where the Menominee River enters Green Bay.

This event marked the beginning of French influence

on the Menominee, which lasted until about 1759,

when British influence began. The British influence

lasted until 1815, at which time the U.S. Government

established a trading post and an Indian agency on

the site of the present-day city of Green Bay. The

American influence and the expansion of American

territories ultimately precipitated five treaties between

the Menominee Nation and the U.S. Government.

Through a series of treaties, the Menominee were

forced to cede most of their land. The Treaty of

Keshena Falls in 1854 established the present

boundaries, in which the Menominee were granted 12

townships to be held in trust upon the Wolf River as a

reservation. In 1856, the migrating StockbridgeMunsee tribes received some of the ceded

Menominee lands. The Menominee Indian Reservation

now covers 234,000 acres. This land includes the

finest old stands of hardwood, pine, and hemlock in

the Great Lakes area.

In 1871, the Menominee obtained permission from

the U.S. Government to conduct their own commercial

logging and lumbering operation and to establish the

first tribal lumber camp. In 1886, a new sawmill was

opened with the capacity to produce 15,000 board feet

of lumber per day. A shingle mill, a planer mill, and a

lathe mill also supplied jobs and lumber for the

Reservation.

In 1890, Congress allowed the Menominee to cut

20 million board feet of green lumber per year in

addition to harvesting dead and downed trees. The

Menominee provided a hospital, trade school, police

department, and judicial system and shared a small

per-capita payment from their lumbering profits. This

prosperity established the Menominee as one of the

more economically progressive tribes in the U.S. at the

turn of the century.

In 1909, a sawmill was constructed at Neopit,

marking the beginning of sustained yield forestry

policy. After the sawmill was established, many small

farms were abandoned and the people moved from

the rural areas to the villages. Since that time, logging

and sawmill operations have been the primary source

of employment for residents of the Menominee

Reservation.

In 1954, exactly 100 years after the present

Reservation was established, the U.S. Government

passed the Termination Act. This Act, which became

effective on April 30, 1961, abolished the Menominee

Reservation and eliminated the Menominee Indian

identity. It was an experimental attempt to force tribes

to join the mainstream of American society. The

Menominee were singled out for termination because

the tribe was self-sufficient and progressive in the

eyes of the Federal Government. The once-proud

Menominee people were reduced to severe poverty.

They lost their tribal land and assets. Menominee

County was formed as a result of this termination and

became Wisconsin’s 72nd and poorest county. A

county form of government was adopted, and

Menominee Enterprises, Inc., was established to

operate the lumber industry in the county.

In 1968, a joint venture for developing land for

recreation was established. This project, called The

Lakes of the Menominee, was intended to relieve

excessive tax burdens resulting from the county form

of government. Legend Lake was created as part of

this project, but land sales were soon stopped and the

project terminated.

The Menominee people’s ambition to seek reversal

of Termination was eventually realized when Congress

passed the Restoration Act on December 23, 1973.

The Menominee people are again a sovereign Indian

Nation, to which the Federal Government is obligated

by treaties, agreements, and statutes.

Today, the Menominee are once again on their way

to economic progress. New business ventures include

a gaming casino, a motel, and a restaurant (Wisconsin

Conservation Department, 1963; Menominee County,

1963).

Transportation Facilities and Industry

A network of Federal, State, county, and local

logging roads services the majority of the county. The

major routes in Menominee County are U.S. Highways

47 and 55. U.S. Highway 55 connects Keshena with

Shawano to the south. Keshena is connected to Antigo

by U.S. Highway 47 to the northwest and is connected

to Crandon by U.S. Highway 55 to the north. These

highways, along with a few paved county roads,

connect a large number of gravel-surfaced roads and

provide some access to most parts of the county. A

major railway bisects the county.

Logs are stored for a time near the lumber mill in

Neopit. Some high-grade logs are shipped all over the
Menominee County, Wisconsin 13

United States. Some of the timber harvested in the

county is trucked to other local sawmills, and some is

sold as high-quality veneer logs. Some pulpwood is

trucked to local chipping mills. Most pulpwood is

trucked directly to pulp and paper mills on the

Wisconsin River or to the mills of the Fox River Valley.

The Menominee have recently established a

gaming casino and oversee its operation. This venture

also includes a motel, a restaurant, and a few gift

shops. These businesses employ many of the local

people and have greatly benefited the local economy.

Water Supply

The many lakes, streams, and rivers in the county

supply abundant surface water. The supply of ground

water is adequate for present and anticipated

domestic, agricultural, municipal, and industrial needs.

The availability of the ground water varies from place

to place, however, and onsite investigation is needed

when water developments are planned.

Ground water is stored in porous strata called

aquifers. It is available at various depths, depending

upon the general topography, the distance above the

permanent stream level, and the character of the

underlying rock formation.

The main aquifer in the county is glacial drift,

particularly glacial outwash and ice-contact sand and

gravel. Generally, the fractured crystalline bedrock

does not supply much water, although locally it

provides a small amount for domestic uses. The

bedrock or the thin deposits of glacial drift overlying

the bedrock in the southwestern part of the county,

west of Neopit and continuing through the central part

and northeast to the Wolf River, generally yield only a

few gallons of water per minute. Wells in Neopit are in

glacial outwash and yield 125 to 325 gallons per

minute.

The ground water in the county generally is of good

quality. The main components in the water are

calcium, magnesium, and iron. In some areas,

particularly within moraines, the ground water is hard.

A large concentration of iron is in the ground water

throughout the county, but the iron is not considered to

be a health hazard.

Most lakes in the county are small. The largest

natural lake is Moshawquit Lake, which is 296 acres.

The Legend Lake complex is a developed

impoundment from the early 1970s. It has 1,350

surface acres of water and is 74 feet deep. The 128

lakes in the survey area have a total surface area of

3,730 acres of water.

Streams in the county have a total length of 394

miles, 380 miles of which is classed as trout waters.

The Wolf River is the largest stream in the county and

is also designated by public law, the Wild and Scenic

Rivers Act (amended in 1980), as a wild river.

Generally, the quality of the surface water in the

county is good. Most of the lakes and streams are

clear, but those that receive deposits of organic

material from wetland vegetation are brownish. The

streams that drain wetlands and the lakes they empty

into commonly are discolored. The smaller lakes

commonly are more discolored, and the larger ones

are clearer. Pollution of the surface water generally is

minimal because the county is forested and relatively

undeveloped (fig. 2). There is little municipal or

industrial waste.

The county has three types of lakes—spring lakes,

seepage lakes, and drainage lakes. Spring lakes

seldom have an inlet, but they have an outlet with

substantial flow. These lakes are fed by ground water

rather than by surface drainage. Seepage lakes

generally do not have an inlet or an outlet, but some

have an intermittent outlet. The water level of these

lakes is maintained by the water table or by a well

sealed lake bottom. Drainage lakes have an outlet and

at least one inlet. Their main water source is drainage

from streams.

The spring lakes in the county have the highest

mineral content because they received the greatest

amount of ground water. The drainage lakes have a

lower mineral content than the spring lakes, and the

seepage lakes have a very low mineral content.

Drainage lakes have the greatest range in reaction.

Water in the spring lakes has reaction similar to that of

the ground water. The seepage lakes commonly are

acid, and most of the drainage lakes are alkaline

(Wisconsin Conservation Department, 1963;

Menominee County, 1963; Howlett, 1996).

Physiography, Relief, and Drainage

The physiography, relief, and drainage of the county

are primarily the result of glaciation. The elevation

ranges from about 1,433 feet above sea level in the

northwest corner of the county to about 841 feet

above sea level in the southeast corner.

The primary drainage pattern in the county is

irregular, and the secondary drainage pattern is poorly

defined, as is typical in a glaciated region. Lakes,

bogs, and marshes characterize the landscape. Two

major river systems, the Wolf and Oconto Rivers, drain

the county. The Wolf River and its tributaries drain

nearly 75 percent of the county. The Oconto River and

its tributaries, in the eastern part of the county, drain

the rest.

Many of the lakes were formed from ice blocks that
14 Soil Survey of

were buried in outwash deposits as the glaciers

melted and receded. Some lakes formed in

depressions in the glacial till areas. Generally, the

lakes in the county are relatively shallow.

Geology

Menominee County is in the southern part of the

Northern Highlands physiographic region of

Wisconsin. The underlying crystalline bedrock

formation is known as the Wolf River batholith granites.

In most parts of the county, thick glacial deposits

overlie the crystalline bedrock. The western and

southwestern parts of the county have a number of

parallel, streamlined ridges that appear to be an

extension of a drumlin field located in adjacent

Langlade and Shawano Counties. The northwestern

and north-central parts of the county consist of a

gravelly, pitted outwash plain. The southeastern part of

the county is an outwash plain of sandy deposits that

are very low in gravel content. The south-central part

of the county and the rest of the eastern part include

moraines with till and ice-contact deposits. Scattered

throughout the county, in areas parallel to

drainageways, are eskers, which typically have a very

high content of gravel.

Figure 2.—A forested area of Mequithy-Rock outcrop complex, 0 to 6 percent slopes, along the Wolf River. The quality of the surface

water is good because a wooded watershed has little runoff.
Menominee County, Wisconsin 15

The glacial geology history of Menominee County is

complex, extends over a long period of time, and

begins and focuses on the Peavy Falls project area.

Peavy Falls is in the south-central part of the county.

The glacial deposits in the Peavy Falls project area are

derived from a glacier that advanced across the

Reservation in a northwesterly direction. During

meltdown, the glacier retreated sporadically to the

southeast, building a staircase of outwash plains that

descend to the southeast. About 15,000 years ago, the

melting ice still covered the entire county, except for a

small area in the northwest corner. The Elderon

Moraine marks this position of the ice front. By 14,500

years ago, the ice front had retreated back to the

Bowler Moraine, which passes through the county

between Zoar and Neopit, trending northeast. This

moraine generally follows the 1,200-foot contour

elevation through the county. At the time of the ice

front’s retreat, the Neopit site was under ice and the

Zoar site was awash in glacial meltwater. The ice front

likely retreated southeast to the Peavy Falls site, which

is about 5 miles southeast of the Bowler Moraine, by

about 14,200 years ago. The glacier continued its

retreat down the pre-Cambrian bedrock slope to the

southeast until a re-advance of the ice sheet built the

Mountain Moraine system in the eastern part of the

county about 13,500 years ago. This moraine system

actually consists of several broad, northeast-trending

ridges separated by sandy outwash valleys. About

12,000 years ago, another advance of glacial ice

pushed lobes into the east-central and south-central

parts of the county and built the Athelstane Moraine.

Legend Lake is in a sandy outwash valley that fronts

these lobes (Thwaites, 1943).

The Athelstane Moraine is made up of a reddish

loam Kirby Lake till that is covered by windblown sand

in many places. The sandy deposits fronting this

moraine and in the valley between the Mountain

Moraines is thought to derive from meltwater coming

from the Langlade Lobe ice much farther to the north.

The Mountain Moraines are made up of a reddish

brown sandy loam Silver Cliff till that is quite gravelly in

places.

Numerous drumlins protrude above the level of the

stepped-outwash plains to the west of the Mountain

Moraines. The drumlins are made up of brownish

loamy sand to sandy loam Maple View till that is quite

bouldery. Outwash capped by sandy loam

predominates between the Mountain Moraines and the

Bowler Moraine, and white pine is very prevalent in

this area. Outwash capped by loam to silt loam

predominates west of the Bowler Moraine, where

northern hardwoods are quite prevalent.

The Peavy Falls project area consists mostly of a

relatively flat outwash plain. The southwest side of the

area abuts several higher hills of bouldery glacial till

that are remnants of a truncated drumlin. The West

Branch of the Wolf River borders the northeast side of

the project area. Several erosional valleys that carry

runoff to the river segment the outwash plain. The floor

of the river channel is mainly hard bedrock, and rock

outcrops are common in the river valley.

Generally, the outwash plain consists of 24 to 40

inches of loamy glaciofluvial deposits underlain by

sandy outwash. Padus soils are in the upper, flatter

areas of the plain. The sandy Vilas soils occur on the

sides of the erosional valleys, and the wetter Padwet

and Worcester soils occur on these valley floors where

loamy deposits have accumulated. The lower bedrock

bench that abuts the river is partially covered by loamy

deposits, but many exposures of bedrock outcrop also

occur. These bedrock soils have not been fully studied

and classified at this time. Several very wet organic

and mineral soils, such as Cathro and Minocqua soils,

are in low areas adjacent to the river. The loamy

Kennan soils are on the bouldery hills of glacial till on

the southwest side of the project area.

The landscape of the Peavy Falls area is fairly

typical of the western side of the Menominee

Reservation, where benches of glacial outwash are

intermingled with higher hills of bouldery glacial

drumlins. Northern hardwoods are common in areas

where the finer textured surface deposits, such as

windblown silt, have blanketed this kind of terrain.

Generally, this condition occurs on the western side of

the Reservation, where elevations are about 1,200

feet or higher.

Climate

Table 1 gives data on temperature and precipitation

for the survey area as recorded at Breed in the period

1961 to 1990. Table 2 shows probable dates of the first

freeze in fall and the last freeze in spring. Table 3

provides data on the length of the growing season.

In winter, the average temperature is 16.7 degrees

F and the average daily minimum temperature is 5.6

degrees. The lowest temperature on record, which

occurred at Breed on January 17, 1982, is -41

degrees. In summer, the average temperature is 66.2

degrees and the average daily maximum temperature

is 80.5 degrees. The highest temperature, which

occurred on July 31, 1975, is 101 degrees.

Growing degree days are shown in table 1. They

are equivalent to “heat units.” During the month,

growing degree days accumulate by the amount that

the average temperature each day exceeds a base

temperature (40 degrees F). The normal monthly
16 Soil Survey of

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 32.19 inches. Of

this total, 21.36 inches, or 66 percent, usually falls in

April through September. The growing season for most

crops falls within this period. The heaviest 1-day

rainfall on record was 3.68 inches at Breed on May 17,

1992. Thunderstorms occur on about 34 days each

year, and most occur in June.

The average seasonal snowfall is 53.7 inches. The

greatest snow depth at any one time during the period

of record was 34 inches recorded on January 2, 1976.

On an average, 91 days per year have at least 1 inch

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

record was 12 inches, recorded on December 4, 1990.

The average relative humidity in midafternoon is

about 63 percent. Humidity is higher at night, and the

average at dawn is about 82 percent. The sun shines

65 percent of the time possible in summer and 48

percent in winter. The prevailing wind is from the

southwest. Average windspeed is highest, 11.3 miles

per hour, in April.

How This Survey Was Made

This survey was made to provide information about

the soils and miscellaneous areas in the survey area.

The information includes a description of the soils and

miscellaneous areas and their location and a

discussion of their properties and the subsequent

effects on suitability, limitations, and management for

specified uses. Soil scientists observed the steepness,

length, and shape of the slopes; the general pattern of

drainage; the kinds of crops and native plants; and the

kinds of bedrock. They dug many holes to study the

soil profile, which is the sequence of natural layers, or

horizons, in a soil. The profile extends from the surface

down into the unconsolidated material in which the soil

formed. The unconsolidated material is devoid of roots

and other living organisms and has not been changed

by other biological activity.

The soils and miscellaneous areas in the survey

area are in an orderly pattern that is related to the

geology, landforms, relief, climate, and natural

vegetation of the area. Each kind of soil and

miscellaneous area is associated with a particular kind

or segment of the landscape. By observing the soils

and miscellaneous areas in the survey area and

relating their position to specific segments of the

landscape, soil scientists develop a concept, or model,

of how the soils were formed. Thus, during mapping,

this model enables the soil scientists to predict with a

considerable degree of accuracy the kind of soil or

miscellaneous area at a specific location on the

landscape.

Individual soils on the landscape commonly merge

into one another as their characteristics gradually

change. To construct an accurate map, however, soil

scientists must determine the boundaries between the

soils. They can observe only a limited number of soil

profiles. Nevertheless, these observations,

supplemented by an understanding of the soilvegetation-landscape relationship, are sufficient to

verify predictions of the kinds of soil in an area and to

determine the boundaries.

Soil scientists recorded the characteristics of the

soil profiles that they studied. They noted soil color,

texture, size and shape of soil aggregates, kind and

amount of rock fragments, distribution of plant roots,

soil reaction, and other features that enable them to

identify soils. After describing the soils in the survey

area and determining their properties, the soil

scientists assigned the soils to taxonomic classes

(units). Taxonomic classes are concepts. Each

taxonomic class has a set of soil characteristics with

precisely defined limits. The classes are used as a

basis for comparison to classify soils systematically.

Soil taxonomy, the system of taxonomic classification

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

and character of soil properties and the arrangement

of horizons within the profile. After the soil scientists

classified and named the soils in the survey area, they

compared the individual soils with similar soils in the

same taxonomic class in other areas so that they

could confirm data and assemble additional data

based on experience and research.

While a soil survey is in progress, samples of some

of the soils in the area generally are collected for

laboratory analyses and for engineering tests. Soil

scientists interpret the data from these analyses and

tests as well as the field-observed characteristics and

the soil properties to determine the expected behavior

of the soils under different uses. Interpretations for all

of the soils are field tested through observation of the

soils in different uses and under different levels of

management. Interpretations are modified as

necessary to fit local conditions, and some new

interpretations are developed to meet local needs.

Data are assembled from other sources, such as

research information, production records, and field

experience of specialists. For example, data on crop

yields under defined levels of management are

assembled from farm records and from field or plot

experiments on the same kinds of soil.

Predictions about soil behavior are based not only

on soil properties but also on such variables as

climate and biological activity. Soil conditions are
Menominee County, Wisconsin 17

predictable over long periods of time, but they are not

predictable from year to year. For example, soil

scientists can predict with a fairly high degree of

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

soil moisture status is wet within certain depths in

most years. But they cannot predict that the zone of

wet soil moisture status will always be at a specific

level in the soil on a specific date.

After soil scientists located and identified the

significant natural bodies of soil in the survey area,

they drew the boundaries of these bodies on aerial

photographs and identified each as a specific map

unit. Aerial photographs show trees, buildings, fields,

roads, and rivers, all of which help in locating

boundaries accurately.

The descriptions, names, and delineations of the

soils in this survey area do not fully agree with those

of the soils in adjacent survey areas. Differences are

the result of a better knowledge of soils, modifications

in series concepts, or variations in the intensity of

mapping or in the extent of the soils in the survey

areas.

19

The map units delineated on the soil maps in this

survey represent the soils or miscellaneous areas in

the survey area. 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 wet soil moisture status is

highest and lowest in the soil profile. The descriptions

also include the classes of flooding and the months in

which flooding is least and most likely to occur. Tables

21 and 22 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 soil profile. The organic matter content

displayed in each map unit description is calculated for

all horizons in the soil profile, except those that

represent the surface duff layer on forested soils. Table

19 provides a complete display of available water

capacity and organic matter content by horizon.

The principal hazards and limitations to be

considered in planning for specific uses are described

in other sections of this survey.

Soils that have profiles that are almost alike make

up a soil series. Except for differences in texture of the

surface layer or of the underlying layers, all the soils of

a series have major horizons that are similar in

composition, thickness, and arrangement.

Soils of one series can differ in texture of the

surface layer or of the underlying layers. They also can

differ in slope, stoniness, salinity, wetness, degree of

erosion, and other characteristics that affect their use.

On the basis of such differences, a soil series is

divided into soil phases. The name of a soil phase

commonly indicates a feature that affects use or

management. For example, Frechette sandy loam, 2 to

6 percent slopes, is a phase of the Frechette 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. Vilas

loamy sand, 0 to 6 percent slopes, is an example.

Some map units are made up of two or more

dominant components. These map units are

complexes or undifferentiated groups.

A complex consists of two or more components in

such an intricate pattern or in such small areas that

they cannot be shown separately on the maps.

Attempting to delineate the individual components of a

complex would result in excessive clutter that could

make the map illegible. The pattern and proportion of

Soil Map Unit Descriptions
20 Soil Survey of

the components in a complex are somewhat similar in

all areas. Mequithy-Rock outcrop complex, 6 to 15

percent slopes, is an example.

An undifferentiated group is made up of two or

more components that could be mapped individually

but are mapped as one unit because similar

interpretations can be made for use and management.

The pattern and proportion of the components in a

mapped area are not uniform. An area can be made

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

be made up of all of them. Lupton, Markey, and Cathro

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. The map unit Pits, gravel, is an example.

Table 4 gives the acreage and proportionate extent

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

properties of the soils and the limitations, capabilities,

and potentials for many uses. The Glossary defines

many of the terms used in describing the soils or

miscellaneous areas.

AfB—Aftad loam, 0 to 6 percent slopes

Component Description

Aftad and similar soils

Extent: 95 percent of the unit

Geomorphic setting: Lake plains and stream

terraces

Slope range: 0 to 6 percent

Texture of the surface layer: Loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Loamy lacustrine deposits

Flooding: None

Wet soil moisture status is highest (depth, months):

2.5 feet (April, May)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (December, January, February,

June, July, August)

Ponding: None

Available water capacity to a depth of 60 inches: 8.5

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

A—0 to 4 inches; loam

Bw1,Bw2—4 to 12 inches; sandy loam

E..B/E—12 to 28 inches; sandy loam

BC,C—28 to 60 inches; stratified sandy loam to

silt loam

Dissimilar Components

Robago soils

Extent: 5 percent of the unit

AnB—Annalake fine sandy loam, 0 to 6

percent slopes

Component Description

Annalake and similar soils

Extent: 95 percent of the unit

Geomorphic setting: Lake plains and stream terraces

Slope range: 0 to 6 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Loamy lacustrine deposits

Flooding: None

Wet soil moisture status is highest (depth, months):

2.5 feet (April, May)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (December, January, February,

June, July, August)

Ponding: None

Available water capacity to a depth of 60 inches: 8.8

inches

Content of organic matter in the upper 10 inches: 1

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant material

E—1 to 3 inches; fine sandy loam

Bs1..Bs3—3 to 12 inches; fine sandy loam

E/B—12 to 25 inches; fine sandy loam

2B/E1,2B/E2—25 to 40 inches; very fine sandy

loam

2C1,2C2—40 to 62 inches; stratified loamy very

fine sand to silt loam

Dissimilar Components

Robago soils

Extent: 5 percent of the unit

AtB—Antigo silt loam, 0 to 6 percent

slopes

Component Description

Antigo and similar soils

Extent: 95 percent of the unit

Geomorphic setting: Outwash plains

Slope range: 0 to 6 percent
Menominee County, Wisconsin 21

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Silty and loamy alluvium over sandy

outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 6.5

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

A—0 to 4 inches; silt loam

Bw1,Bw2—4 to 12 inches; silt loam

E/B..2Bt1—12 to 24 inches; silt loam

3Bt2—24 to 27 inches; loamy sand

3C—27 to 60 inches; stratified sand to gravelly

sand

Dissimilar Components

Padus soils

Extent: 3 percent of the unit

Scott Lake soils

Extent: 2 percent of the unit

AuA—Au Gres loamy sand, 0 to 3 percent

slopes

Component Description

Au Gres and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Outwash plains and stream

terraces

Slope range: 0 to 3 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat poorly drained

Parent material: Sandy outwash

Flooding: None

Wet soil moisture status is highest (depth, months):

0.5 foot (April, May)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (December, January, February)

Ponding: None

Available water capacity to a depth of 60 inches: 5.6

inches

Content of organic matter in the upper 10 inches: 1

percent

Typical profile:

Oe—0 to 1 inch; moderately decomposed plant

material

Oa—1 to 3 inches; highly decomposed plant

material

E—3 to 7 inches; loamy sand

Bhs..Bs2—7 to 21 inches; loamy sand

BC,C—21 to 63 inches; sand

Dissimilar Components

Croswell soils

Extent: 3 percent of the unit

Wainola soils

Extent: 3 percent of the unit

Markey soils

Extent: 2 percent of the unit

Roscommon soils

Extent: 2 percent of the unit

CeB—Cress sandy loam, 0 to 6 percent

slopes

Component Description

Cress and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Eskers, kames, outwash fans,

and outwash plains

Slope range: 0 to 6 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Loamy alluvium over sandy and

gravelly outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 3.3

inches

Content of organic matter in the upper 10 inches: 0.9

percent

Typical profile:

A—0 to 3 inches; sandy loam

Bw1,Bw2—3 to 14 inches; gravelly sandy loam
22 Soil Survey of

2Bw3—14 to 26 inches; gravelly loamy coarse

sand

2C—26 to 60 inches; stratified gravelly coarse

sand to sand

Dissimilar Components

Cromwell soils

Extent: 5 percent of the unit

Soils that have stones on the surface

Extent: 2 percent of the unit

Sunia soils

Extent: 2 percent of the unit

Soils that have slopes of more than 6 percent

Extent: 1 percent of the unit

CeC—Cress sandy loam, 6 to 15 percent

slopes

Component Description

Cress and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Eskers, kames, outwash fans,

and outwash plains

Slope range: 6 to 15 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Loamy alluvium over sandy and

gravelly outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 3.3

inches

Content of organic matter in the upper 10 inches: 0.9

percent

Typical profile:

A—0 to 3 inches; sandy loam

Bw1,Bw2—3 to 14 inches; gravelly sandy loam

2Bw3—14 to 26 inches; gravelly loamy coarse

sand

2C—26 to 60 inches; stratified gravelly coarse

sand to sand

Dissimilar Components

Cromwell soils

Extent: 5 percent of the unit

Soils that have slopes of more than 15 percent

Extent: 3 percent of the unit

Soils that have stones on the surface

Extent: 2 percent of the unit

CeD—Cress sandy loam, 15 to 35 percent

slopes

Component Description

Cress and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Eskers, kames, outwash fans,

and outwash plains

Slope range: 15 to 35 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Loamy alluvium over sandy and

gravelly outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 3.3

inches

Content of organic matter in the upper 10 inches: 0.9

percent

Typical profile:

A—0 to 3 inches; sandy loam

Bw1,Bw2—3 to 14 inches; gravelly sandy loam

2Bw3—14 to 26 inches; gravelly loamy coarse

sand

2C—26 to 60 inches; stratified gravelly coarse

sand to sand

Dissimilar Components

Cromwell soils

Extent: 4 percent of the unit

Soils that have slopes of more than 35 percent

Extent: 3 percent of the unit
Menominee County, Wisconsin 23

Soils that have stones on the surface

Extent: 3 percent of the unit

CmA—Crex fine sand, 0 to 3 percent

slopes

Component Description

Crex and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Outwash fans, lake plains, stream

terraces, and outwash plains

Slope range: 0 to 3 percent

Texture of the surface layer: Fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Sandy outwash

Flooding: None

Wet soil moisture status is highest (depth, months):

2.5 feet (April, May)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (December, January, February)

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:

A—0 to 3 inches; fine sand

AB..BC—3 to 37 inches; fine sand

C1..C3—37 to 60 inches; fine sand

Dissimilar Components

Wurtsmith soils

Extent: 4 percent of the unit

Shawano soils

Extent: 3 percent of the unit

Wainola soils

Extent: 3 percent of the unit

CrB—Cromwell sandy loam, 0 to 6

percent slopes

Component Description

Cromwell and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Outwash plains, stream terraces,

and outwash fans

Slope range: 0 to 6 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Loamy alluvium over sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 5.9

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

A..Bw2—0 to 21 inches; sandy loam

2Bw3..2C—21 to 60 inches; sand

Dissimilar Components

Cress soils

Extent: 3 percent of the unit

Rosholt soils

Extent: 3 percent of the unit

Sunia soils

Extent: 3 percent of the unit

Soils that have slopes of more than 6 percent

Extent: 1 percent of the unit

CrC—Cromwell sandy loam, 6 to 15

percent slopes

Component Description

Cromwell and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Outwash fans, outwash plains,

and stream terraces

Slope range: 6 to 15 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Loamy alluvium over sandy

outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 5.9

inches
24 Soil Survey of

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

A..Bw2—0 to 21 inches; sandy loam

2Bw3..2C—21 to 60 inches; sand

Dissimilar Components

Cress soils

Extent: 5 percent of the unit

Rosholt soils

Extent: 3 percent of the unit

Soils that have slopes of more than 15 percent

Extent: 2 percent of the unit

CrD—Cromwell sandy loam, 15 to 35

percent slopes

Component Description

Cromwell and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Outwash fans, outwash plains,

and stream terraces

Slope range: 15 to 35 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Loamy alluvium over sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 5.9

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

A..Bw2—0 to 21 inches; sandy loam

2Bw3..2C—21 to 60 inches; sand

Dissimilar Components

Cress soils

Extent: 4 percent of the unit

Soils that have slopes of more than 35 percent

Extent: 3 percent of the unit

Rosholt soils

Extent: 3 percent of the unit

CsA—Croswell loamy sand, 0 to 3 percent

slopes

Component Description

Croswell and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Outwash fans, outwash plains,

and stream terraces

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 outwash

Flooding: None

Wet soil moisture status is highest (depth, months):

2.5 feet (April, May)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (December, January, February)

Ponding: None

Available water capacity to a depth of 60 inches: 5.2

inches

Content of organic matter in the upper 10 inches: 0.9

percent

Typical profile:

Oe,Oa—0 to 2 inches; highly decomposed plant

material

A—2 to 4 inches; loamy sand

E..Bs3—4 to 26 inches; sand

BC,C—26 to 62 inches; sand

Dissimilar Components

Au Gres soils

Extent: 4 percent of the unit

Neconish soils

Extent: 3 percent of the unit

Vilas soils

Extent: 3 percent of the unit

FeB—Frechette fine sandy loam, 2 to 6

percent slopes

Component Description

Frechette and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Moraines

Slope range: 2 to 6 percent

Texture of the surface layer: Fine sandy loam
Menominee County, Wisconsin 25

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Calcareous, loamy glacial till

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 9.6

inches

Content of organic matter in the upper 10 inches: 1.6

percent

Typical profile:

A—0 to 4 inches; fine sandy loam

Bw—4 to 12 inches; fine sandy loam

E/B,B/E—12 to 45 inches; sandy loam

Bt—45 to 63 inches; fine sandy loam

C—63 to 80 inches; sandy loam

Dissimilar Components

Moderately well drained soils

Extent: 3 percent of the unit

Soils that have strata of sand in the substratum

Extent: 3 percent of the unit

Soils that have slopes of more than 6 percent

Extent: 2 percent of the unit

Perote soils

Extent: 2 percent of the unit

FeC—Frechette fine sandy loam, 6 to 15

percent slopes

Component Description

Frechette and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Moraines

Slope range: 6 to 15 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: Calcareous, loamy glacial till

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 9.6

inches

Content of organic matter in the upper 10 inches: 1.6

percent

Typical profile:

A—0 to 4 inches; fine sandy loam

Bw—4 to 12 inches; fine sandy loam

E/B,B/E—12 to 45 inches; sandy loam

Bt—45 to 63 inches; fine sandy loam

C—63 to 80 inches; sandy loam

Dissimilar Components

Soils that have strata of sand in the substratum

Extent: 4 percent of the unit

Soils that have slopes of more than 15 percent

Extent: 3 percent of the unit

Perote soils

Extent: 3 percent of the unit

FeD—Frechette fine sandy loam, 15 to 35

percent slopes

Component Description

Frechette and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Moraines

Slope range: 15 to 35 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: Calcareous, loamy glacial till

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 9.6

inches

Content of organic matter in the upper 10 inches: 1.6

percent

Typical profile:

A—0 to 4 inches; fine sandy loam

Bw—4 to 12 inches; fine sandy loam

E/B,B/E—12 to 45 inches; sandy loam

Bt—45 to 63 inches; fine sandy loam

C—63 to 80 inches; sandy loam

Dissimilar Components

Soils that have strata of sand in the substratum

Extent: 4 percent of the unit
26 Soil Survey of

Soils that have slopes of more than 35 percent

Extent: 3 percent of the unit

Perote soils

Extent: 3 percent of the unit

FrB—Frechette sandy loam, 2 to 6 percent

slopes

Component Description

Frechette and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Moraines

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: Calcareous, loamy glacial till

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 9.6

inches

Content of organic matter in the upper 10 inches: 1.6

percent

Typical profile:

A—0 to 4 inches; sandy loam

Bw—4 to 12 inches; fine sandy loam

E/B,B/E—12 to 45 inches; sandy loam

Bt—45 to 63 inches; fine sandy loam

C—63 to 80 inches; sandy loam

Dissimilar Components

Moderately well drained soils

Extent: 3 percent of the unit

Soils that have strata of sand in the substratum

Extent: 3 percent of the unit

Soils that have slopes of more than 6 percent

Extent: 2 percent of the unit

Perote soils

Extent: 2 percent of the unit

FrC—Frechette sandy loam, 6 to 15

percent slopes

Component Description

Frechette and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Moraines

Slope range: 6 to 15 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Calcareous, loamy glacial till

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 9.6

inches

Content of organic matter in the upper 10 inches: 1.6

percent

Typical profile:

A—0 to 4 inches; sandy loam

Bw—4 to 12 inches; fine sandy loam

E/B,B/E—12 to 45 inches; sandy loam

Bt—45 to 63 inches; fine sandy loam

C—63 to 80 inches; sandy loam

Dissimilar Components

Soils that have strata of sand in the substratum

Extent: 4 percent of the unit

Soils that have slopes of more than 15 percent

Extent: 3 percent of the unit

Perote soils

Extent: 3 percent of the unit

FrD—Frechette sandy loam, 15 to 35

percent slopes

Component Description

Frechette and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Moraines

Slope range: 15 to 35 percent

Texture of the surface layer: Sandy loam
Menominee County, Wisconsin 27

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Calcareous, loamy glacial till

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 9.6

inches

Content of organic matter in the upper 10 inches: 1.6

percent

Typical profile:

A—0 to 4 inches; sandy loam

Bw—4 to 12 inches; fine sandy loam

E/B,B/E—12 to 45 inches; sandy loam

Bt—45 to 63 inches; fine sandy loam

C—63 to 80 inches; sandy loam

Dissimilar Components

Soils that have strata of sand in the substratum

Extent: 4 percent of the unit

Soils that have slopes of more than 35 percent

Extent: 3 percent of the unit

Perote soils

Extent: 3 percent of the unit

GaB—Grayling loamy sand, 0 to 6 percent

slopes

Component Description

Grayling and similar soils

Extent: 85 percent of the unit

Geomorphic setting: Outwash fans, outwash plains,

and stream terraces

Slope range: 0 to 6 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 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: 1.4

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

A—2 to 5 inches; loamy sand

Bw1..Bw3—5 to 26 inches; sand

BC,C—26 to 62 inches; sand

Dissimilar Components

Wurtsmith soils

Extent: 5 percent of the unit

Mahtomedi soils

Extent: 4 percent of the unit

Shawano soils

Extent: 4 percent of the unit

Soils that have slopes of more than 6 percent

Extent: 2 percent of the unit

GaC—Grayling loamy sand, 6 to 15

percent slopes

Component Description

Grayling and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Outwash fans, outwash plains,

and stream terraces

Slope range: 6 to 15 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 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: 1.4

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

A—2 to 5 inches; loamy sand

Bw1..Bw3—5 to 26 inches; sand

BC,C—26 to 62 inches; sand
28 Soil Survey of

Dissimilar Components

Mahtomedi soils

Extent: 4 percent of the unit

Soils that have slopes of more than 15 percent

Extent: 3 percent of the unit

Shawano soils

Extent: 3 percent of the unit

GaD—Grayling loamy sand, 15 to 35

percent slopes

Component Description

Grayling and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Outwash fans, outwash plains,

and stream terraces

Slope range: 15 to 35 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 outwash

Flooding: None

Depth to wet soil moisture status: More than 6 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: 1.4

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

A—2 to 5 inches; loamy sand

Bw1..Bw3—5 to 26 inches; sand

BC,C—26 to 62 inches; sand

Dissimilar Components

Mahtomedi soils

Extent: 4 percent of the unit

Soils that have slopes of more than 35 percent

Extent: 3 percent of the unit

Shawano soils

Extent: 3 percent of the unit

GyB—Grayling sand, 0 to 6 percent

slopes

Component Description

Grayling and similar soils

Extent: 85 percent of the unit

Geomorphic setting: Outwash fans, outwash plains,

and stream terraces

Slope range: 0 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 outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 4.6

inches (fig. 3)

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

A—2 to 5 inches; sand

Bw1..Bw3—5 to 26 inches; sand

BC,C—26 to 62 inches; sand

Dissimilar Components

Wurtsmith soils

Extent: 5 percent of the unit

Mahtomedi soils

Extent: 4 percent of the unit

 Shawano soils

Extent: 4 percent of the unit

Soils that have slopes of more than 6 percent

Extent: 2 percent of the unit

GyC—Grayling sand, 6 to 15 percent

slopes

Component Description

Grayling and similar soils

Extent: 90 percent of the unit
Menominee County, Wisconsin 29

Geomorphic setting: Outwash fans, outwash plains,

and stream terraces

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 outwash

Flooding: None

Depth to wet soil moisture status: More than 6 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: 1.4

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

A—2 to 5 inches; sand

Bw1..Bw3—5 to 26 inches; sand

BC,C—26 to 62 inches; sand

Figure 3.—A mature plantation of red pine in an area of Grayling sand, 0 to 6 percent slopes. Pine plantations have commonly

replaced cropland in areas of this soil because of droughtiness.
30 Soil Survey of

Dissimilar Components

Mahtomedi soils

Extent: 4 percent of the unit

Soils that have slopes of more than 15 percent

Extent: 3 percent of the unit

Shawano soils

Extent: 3 percent of the unit

GyD—Grayling sand, 15 to 35 percent

slopes

Component Description

Grayling and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Stream terraces, outwash fans,

and outwash plains

Slope range: 15 to 35 percent

Texture of the surface layer: Sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 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: 1.4

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

A—2 to 5 inches; sand

Bw1..Bw3—5 to 26 inches; sand

BC,C—26 to 62 inches; sand

Dissimilar Components

Mahtomedi soils

Extent: 4 percent of the unit

Soils that have slopes of more than 35 percent

Extent: 3 percent of the unit

Shawano soils

Extent: 3 percent of the unit

IgA—Ingalls loamy sand, 0 to 3 percent

slopes

Component Description

Ingalls and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Lake plains and stream terraces

Slope range: 0 to 3 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat poorly drained

Parent material: Sandy outwash over silty, loamy, and

sandy lacustrine sediment

Flooding: None

Wet soil moisture status is highest (depth, months):

0.5 foot (April, May)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (December, January, February)

Ponding: None

Available water capacity to a depth of 60 inches: 7.9

inches

Content of organic matter in the upper 10 inches: 0.6

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

E—2 to 5 inches; loamy sand

Bhs..Bs2—5 to 26 inches; sand

C1—26 to 33 inches; sand

2C2..2C4—33 to 60 inches; stratified very fine

sandy loam to loamy very fine sand to silt

Dissimilar Components

Tourtillotte soils

Extent: 4 percent of the unit

Markey soils

Extent: 3 percent of the unit

Roscommon soils

Extent: 3 percent of the unit

IsB—Iosco loamy sand, 0 to 4 percent

slopes

Component Description

Iosco and similar soils

Extent: 90 percent of the unit
Menominee County, Wisconsin 31

Geomorphic setting: Moraines

Slope range: 0 to 4 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat poorly drained

Parent material: Sandy outwash over loamy or silty

glacial till

Flooding: None

Wet soil moisture status is highest (depth, months):

0.8 foot (April, May)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (December, January, February)

Ponding: None

Available water capacity to a depth of 60 inches: 8.8

inches

Content of organic matter in the upper 10 inches: 0.7

percent

Typical profile:

Oe,Oa—0 to 2 inches; highly decomposed plant

material

E—2 to 4 inches; loamy sand

Bs1..E ́—4 to 35 inches; loamy sand

2E/B—35 to 42 inches; sandy loam

2Bt,2C—42 to 62 inches; sandy clay loam

Dissimilar Components

Markey soils

Extent: 4 percent of the unit

Roscommon soils

Extent: 4 percent of the unit

Morganlake soils

Extent: 2 percent of the unit

IxB—Ishpeming-Rock outcrop complex, 0

to 6 percent slopes

Component Description

Ishpeming and similar soils

Extent: 60 percent of the unit

Geomorphic setting: Outwash plains and stream

terraces

Slope range: 1 to 6 percent

Texture of the surface layer: Sand

Depth to restrictive feature: 20 to 40 inches to bedrock

(lithic)

Drainage class: Somewhat excessively drained

Parent material: Sandy outwash over bedrock

Flooding: None

Depth to wet soil moisture status: More than 3.5 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.2

inches

Content of organic matter in the upper 10 inches: 0.4

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

E—2 to 7 inches; sand

Bs..BC—7 to 27 inches; sand

2R—27 to 47 inches; bedrock

Rock outcrop

Extent: 30 percent of the unit

Slope range: 0 to 6 percent

Dissimilar Components

Vilas soils

Extent: 10 percent of the unit

IxC—Ishpeming-Rock outcrop complex, 6

to 15 percent slopes

Component Description

Ishpeming and similar soils

Extent: 60 percent of the unit

Geomorphic setting: Outwash plains and stream

terraces

Slope range: 6 to 15 percent

Texture of the surface layer: Sand

Depth to restrictive feature: 20 to 40 inches to bedrock

(lithic)

Drainage class: Somewhat excessively drained

Parent material: Sandy outwash over bedrock

Flooding: None

Depth to wet soil moisture status: More than 3.5 feet

all year

Ponding: None

Available water capacity to a depth of 60 inches: 3.2

inches

Content of organic matter in the upper 10 inches: 0.4

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

E—2 to 7 inches; sand

Bs..BC—7 to 27 inches; sand

2R—27 to 47 inches; bedrock
32 Soil Survey of

Rock outcrop

Extent: 30 percent of the unit

Slope range: 6 to 15 percent

Dissimilar Components

Vilas soils

Extent: 6 percent of the unit

Soils that have slopes of more than 15 percent

Extent: 4 percent of the unit

KaB—Karlin sandy loam, 0 to 6 percent

slopes

Component Description

Karlin and similar soils

Extent: 85 percent of the unit

Geomorphic setting: Outwash fans, stream terraces,

and outwash plains

Slope range: 0 to 6 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Loamy alluvium over sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 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: 1.4

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant material

E—1 to 3 inches; sandy loam

Bhs,Bs1—3 to 15 inches; sandy loam

2Bs2,2BC—15 to 33 inches; sand

2C—33 to 60 inches; sand

Dissimilar Components

Padus soils

Extent: 4 percent of the unit

Vilas soils

Extent: 4 percent of the unit

Pence soils

Extent: 3 percent of the unit

Soils that have slopes of more than 6 percent

Extent: 2 percent of the unit

Noseum soils

Extent: 2 percent of the unit

KaC—Karlin sandy loam, 6 to 15 percent

slopes

Component Description

Karlin and similar soils

Extent: 85 percent of the unit

Geomorphic setting: Outwash fans, outwash plains,

and stream terraces

Slope range: 6 to 15 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Loamy alluvium over sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 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: 1.4

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant

material

E—1 to 3 inches; sandy loam

Bhs,Bs1—3 to 15 inches; sandy loam

2Bs2,2BC—15 to 33 inches; sand

2C—33 to 60 inches; sand

Dissimilar Components

Vilas soils

Extent: 5 percent of the unit

Padus soils

Extent: 4 percent of the unit

Soils that have slopes of more than 15 percent

Extent: 3 percent of the unit

Pence soils

Extent: 3 percent of the unit
Menominee County, Wisconsin 33

KaD—Karlin sandy loam, 15 to 35 percent

slopes

Component Description

Karlin and similar soils

Extent: 85 percent of the unit

Geomorphic setting: Outwash fans, outwash plains,

and stream terraces

Slope range: 15 to 35 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Loamy alluvium over sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 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: 1.4

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant material

E—1 to 3 inches; sandy loam

Bhs,Bs1—3 to 15 inches; sandy loam

2Bs2,2BC—15 to 33 inches; sand

2C—33 to 60 inches; sand

Dissimilar Components

Vilas soils

Extent: 6 percent of the unit

Soils that have slopes of more than 35 percent

Extent: 3 percent of the unit

Padus soils

Extent: 3 percent of the unit

Pence soils

Extent: 3 percent of the unit

KeC—Kennan fine sandy loam, 6 to 15

percent slopes, very bouldery

Component Description

Kennan and similar soils

Extent: 94 percent of the unit

Geomorphic setting: Drumlins and moraines

Slope range: 6 to 15 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Silty or loamy alluvium over sandy or

loamy glacial till

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 8.3

inches

Content of organic matter in the upper 10 inches: 0.2

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

E—2 to 4 inches; silt loam

Bw,E ́—4 to 15 inches; silt loam

E/B—15 to 21 inches; fine sandy loam

B/E1..B/E3—21 to 66 inches; gravelly sandy loam

C—66 to 80 inches; gravelly loamy sand

Dissimilar Components

Soils that have slopes of more than 15 percent

Extent: 2 percent of the unit

Neopit soils

Extent: 2 percent of the unit

Rosholt soils

Extent: 2 percent of the unit

KeD—Kennan fine sandy loam, 15 to 35

percent slopes, very bouldery

Component Description

Kennan and similar soils

Extent: 95 percent of the unit

Geomorphic setting: Drumlins and moraines

Slope range: 15 to 35 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 or loamy alluvium over sandy or

loamy glacial till

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 8.3

inches
34 Soil Survey of

Content of organic matter in the upper 10 inches: 0.2

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

E—2 to 4 inches; silt loam

Bw,E ́—4 to 15 inches; silt loam

E/B—15 to 21 inches; fine sandy loam

B/E1..B/E3—21 to 66 inches; gravelly sandy loam

C—66 to 80 inches; gravelly loamy sand

Dissimilar Components

Rosholt soils

Extent: 3 percent of the unit

Soils that have slopes of more than 35 percent

Extent: 2 percent of the unit

KoC—Kennan silt loam, 6 to 15 percent

slopes, very bouldery

Component Description

Kennan and similar soils

Extent: 95 percent of the unit

Geomorphic setting: Drumlins and moraines

Slope range: 6 to 15 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Silty or loamy alluvium over sandy or

loamy glacial till

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 8.3

inches

Content of organic matter in the upper 10 inches: 0.2

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

E—2 to 4 inches; silt loam

Bw,E ́—4 to 15 inches; silt loam

E/B—15 to 21 inches; fine sandy loam

B/E1..B/E3—21 to 66 inches; gravelly sandy loam

C—66 to 80 inches; gravelly loamy sand

Dissimilar Components

Rosholt soils

Extent: 3 percent of the unit

Soils that have slopes of more than 15 percent

Extent: 2 percent of the unit

KoD—Kennan silt loam, 15 to 35 percent

slopes, very bouldery

Component Description

Kennan and similar soils

Extent: 95 percent of the unit

Geomorphic setting: Drumlins and moraines

Slope range: 15 to 35 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 or loamy alluvium over sandy or

loamy glacial till

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 8.3

inches

Content of organic matter in the upper 10 inches: 0.2

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

E—2 to 4 inches; silt loam

Bw,E ́—4 to 15 inches; silt loam

E/B—15 to 21 inches; fine sandy loam

B/E1..B/E3—21 to 66 inches; gravelly sandy loam

C—66 to 80 inches; gravelly loamy sand

Dissimilar Components

Rosholt soils

Extent: 3 percent of the unit

Soils that have slopes of more than 35 percent

Extent: 2 percent of the unit

KxB—Keshena fine sandy loam, 2 to 6

percent slopes

Component Description

Keshena and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Moraines

Slope range: 2 to 6 percent

Texture of the surface layer: Fine sandy loam
Menominee County, Wisconsin 35

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Calcareous, loamy or silty glacial till

Flooding: None

Wet soil moisture status is highest (depth, months):

2.5 feet (April, May)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (December, January, February,

July, August, September)

Ponding: None

Available water capacity to a depth of 60 inches: 9.6

inches

Content of organic matter in the upper 10 inches: 1.5

percent

Typical profile:

A—0 to 3 inches; fine sandy loam

Bw1..E/B—3 to 19 inches; fine sandy loam

B/E1,B/E2—19 to 49 inches; loam

Bt1,Bt2—49 to 75 inches; loam

C—75 to 80 inches; silt loam

Dissimilar Components

Morganlake soils

Extent: 3 percent of the unit

Pecore soils

Extent: 3 percent of the unit

Tilleda soils

Extent: 3 percent of the unit

Peshtigo soils

Extent: 1 percent of the unit

LaB—Lablatz sandy loam, 0 to 4 percent

slopes

Component Description

Lablatz and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Moraines

Slope range: 0 to 4 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: Calcareous, loamy glacial till

Flooding: None

Wet soil moisture status is highest (depth, months):

0.8 foot (April, May)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (December, January, February,

August)

Ponding: None

Available water capacity to a depth of 60 inches: 10.9

inches

Content of organic matter in the upper 10 inches: 1.5

percent

Typical profile:

Oa—0 to 4 inches; highly decomposed plant

material

E—4 to 7 inches; sandy loam

Bhs,Bs—7 to 16 inches; sandy loam

E/B,B/E—16 to 30 inches; sandy loam

Bt—30 to 41 inches; fine sandy loam

C—41 to 64 inches; fine sandy loam

Dissimilar Components

Minocqua soils

Extent: 4 percent of the unit

Cathro soils

Extent: 3 percent of the unit

Wormet soils

Extent: 3 percent of the unit

LDF—Landfill

General Description

• This map unit consists of areas in which solid

wastes have been deposited.

LoA—Loxley peat, 0 to 1 percent slopes

Component Description

Loxley and similar soils

Extent: 95 percent of the unit

Geomorphic setting: Moraines, lake plains, and

outwash plains

Slope range: 0 to 1 percent

Texture of the surface layer: Peat

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Very poorly drained

Parent material: Organic material

Flooding: None

Wet soil moisture status is highest (depth, months): At

the surface (March, April, May, June, October,

November)
36 Soil Survey of

Wet soil moisture status is lowest (depth, months): 1.5

feet (December, January, February)

Ponding: None

Available water capacity to a depth of 60 inches: 24.9

inches

Content of organic matter in the upper 10 inches: 80

percent

Typical profile:

Oi1,Oi2—0 to 10 inches; peat

Oa1,Oa2—10 to 60 inches; muck

Dissimilar Components

Lupton soils

Extent: 4 percent of the unit

Soils that have a mineral substratum

Extent: 1 percent of the unit

LuA—Lupton, Markey, and Cathro mucks,

0 to 1 percent slopes

Component Description

Lupton and similar soils

Extent: 40 percent of the unit

Geomorphic setting: Moraines, lake plains, and

outwash 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 (fig. 4)

Parent material: Organic material

Flooding is least likely (frequency, months): Rare

(January, February, August, September, October,

November, December)

Flooding is most likely (frequency, months): Frequent

(March, April, May, June, July)

Wet soil moisture status is highest (depth, months): At

the surface (March, April, May, June, October,

November)

Wet soil moisture status is lowest (depth, months): 1.5

feet (December, January, February)

Ponding: None

Available water capacity to a depth of 60 inches: 23.9

inches

Content of organic matter in the upper 10 inches: 80

percent

Typical profile:

Oa1—0 to 7 inches; muck

Oa2..Oa4—7 to 60 inches; muck

Markey and similar soils

Extent: 35 percent of the unit

Geomorphic setting: Outwash 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 (fig. 4)

Parent material: Organic material over sandy

outwash

Flooding is least likely (frequency, months): Rare

(January, February, August, September, October,

November, December)

Flooding is most likely (frequency, months): Frequent

(March, April, May, June, July)

Wet soil moisture status is highest (depth, months): At

the surface (March, April, May, June, October,

November)

Wet soil moisture status is lowest (depth, months): 1.5

feet (December, January, February)

Ponding: None

Available water capacity to a depth of 60 inches: 13.1

inches

Content of organic matter in the upper 10 inches: 70

percent

Typical profile:

Oa1,Oa2—0 to 28 inches; muck

C—28 to 60 inches; sand

Cathro and similar soils

Extent: 15 percent of the unit

Geomorphic setting: Lake plains, moraines, and

outwash 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 (fig. 4)

Parent material: Organic material over loamy or silty

deposits

Flooding is least likely (frequency, months): Rare

(January, February, August, September, October,

November, December)

Flooding is most likely (frequency, months): Frequent

(March, April, May, June, July)

Wet soil moisture status is highest (depth, months): At

the surface (March, April, May, June, October,

November)

Wet soil moisture status is lowest (depth, months): 1.5

feet (December, January, February)

Ponding: None
Menominee County, Wisconsin 37

Available water capacity to a depth of 60 inches: 18.7

inches

Content of organic matter in the upper 10 inches: 72.5

percent

Typical profile:

Oa1—0 to 8 inches; muck

Oa2,Oa3—8 to 37 inches; muck

Cg1,Cg2—37 to 60 inches; silt loam, fine sandy

loam

Dissimilar Components

Loxley soils

Extent: 3 percent of the unit

Minocqua soils

Extent: 2 percent of the unit

Roscommon soils

Extent: 2 percent of the unit

Au Gres soils

Extent: 1 percent of the unit

Wainola soils

Extent: 1 percent of the unit

Worcester soils

Extent: 1 percent of the unit

Figure 4.—A stream in an area of Lupton, Markey, and Cathro mucks, 0 to 1 percent slopes. These very poorly drained soils are best

suited to use as wildlife habitat.
38 Soil Survey of

M-W—Miscellaneous water

General Description

• This map unit occurs as small manmade areas of

water and spoil consisting of excavated soil material.

Typically, these areas contain water most of the year.

The spoil is partially revegetated with grasses and

weeds.

MaB—Mahtomedi loamy sand, 0 to 6

percent slopes

Component Description

Mahtomedi and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Eskers, kames, outwash fans,

and outwash plains

Slope range: 0 to 6 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Sandy and gravelly outwash

Flooding: None

Depth to wet soil moisture status: More than 6 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: 0.4

percent

Typical profile:

A—0 to 4 inches; loamy sand

Bw1..Bw3—4 to 20 inches; sand

BC1,BC2—20 to 38 inches; gravelly sand

C—38 to 60 inches; stratified sand to gravelly

sand

Dissimilar Components

Grayling soils

Extent: 5 percent of the unit

Wurtsmith soils

Extent: 3 percent of the unit

Cress soils

Extent: 1 percent of the unit

Soils that have slopes of more than 6 percent

Extent: 1 percent of the unit

MaC—Mahtomedi loamy sand, 6 to 15

percent slopes

Component Description

Mahtomedi and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Eskers, kames, outwash fans,

and outwash plains

Slope range: 6 to 15 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Sandy and gravelly outwash

Flooding: None

Depth to wet soil moisture status: More than 6 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: 0.4

percent

Typical profile:

A—0 to 4 inches; loamy sand

Bw1..Bw3—4 to 20 inches; sand

BC1,BC2—20 to 38 inches; gravelly sand

C—38 to 60 inches; stratified sand to gravelly

sand

Dissimilar Components

Grayling soils

Extent: 5 percent of the unit

Soils that have slopes of more than 15 percent

Extent: 3 percent of the unit

Cress soils

Extent: 2 percent of the unit

MaD—Mahtomedi loamy sand, 15 to 35

percent slopes

Component Description

Mahtomedi and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Eskers, kames, outwash fans,

and outwash plains

Slope range: 15 to 35 percent

Texture of the surface layer: Loamy sand
Menominee County, Wisconsin 39

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 soil moisture status: More than 6 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: 0.4

percent

Typical profile:

A—0 to 4 inches; loamy sand

Bw1..Bw3—4 to 20 inches; sand

BC1,BC2—20 to 38 inches; gravelly sand

C—38 to 60 inches; stratified sand to gravelly

sand

Dissimilar Components

Grayling soils

Extent: 5 percent of the unit

Cress soils

Extent: 3 percent of the unit

Soils that have slopes of more than 35 percent

Extent: 2 percent of the unit

MoC—Menominee loamy fine sand, 6 to

15 percent slopes

Component Description

Menominee and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Moraines

Slope range: 6 to 15 percent

Texture of the surface layer: Loamy fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Sandy outwash over loamy or silty

glacial till

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 8.3

inches

Content of organic matter in the upper 10 inches: 0.3

percent

Typical profile:

Oe,Oa—0 to 2 inches; highly decomposed plant

material

E—2 to 4 inches; loamy fine sand

Bs1..Bs3—4 to 27 inches; loamy fine sand

2E/B,2B/E—27 to 60 inches; loam

2Bt,2C—60 to 80 inches; loam

Dissimilar Components

Moshawquit soils

Extent: 5 percent of the unit

Soils that have slopes of more than 15 percent

Extent: 3 percent of the unit

Morganlake soils

Extent: 2 percent of the unit

MoD—Menominee loamy fine sand, 15 to

35 percent slopes

Component Description

Menominee and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Moraines

Slope range: 15 to 35 percent

Texture of the surface layer: Loamy fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Sandy outwash over loamy or silty

glacial till

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 8.3

inches

Content of organic matter in the upper 10 inches: 0.3

percent

Typical profile:

Oe,Oa—0 to 2 inches; highly decomposed plant

material

E—2 to 4 inches; loamy fine sand

Bs1..Bs3—4 to 27 inches; loamy fine sand

2E/B,2B/E—27 to 60 inches; loam

2Bt,2C—60 to 80 inches; loam

Dissimilar Components

Moshawquit soils

Extent: 7 percent of the unit
40 Soil Survey of

Soils that have slopes of more than 35 percent

Extent: 3 percent of the unit

MqB—Mequithy-Rock outcrop complex, 0

to 6 percent slopes

Component Description

Mequithy and similar soils

Extent: 60 percent of the unit

Geomorphic setting: Stream terraces and outwash

plains

Slope range: 2 to 6 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(lithic)

Drainage class: Well drained

Parent material: Loamy deposits over bedrock

Flooding: None

Depth to wet soil moisture status: More than 3.5 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: 1.9

percent

Typical profile:

A—0 to 3 inches; fine sandy loam

E—3 to 4 inches; fine sandy loam

Bs—4 to 13 inches; fine sandy loam

2E/B—13 to 21 inches; sandy loam

2B/E—21 to 27 inches; sandy loam

2R—27 to 48 inches; bedrock

Rock outcrop

Extent: 30 percent of the unit

Slope range: 0 to 6 percent

Dissimilar Components

Wayka soils

Extent: 7 percent of the unit

Padus soils

Extent: 3 percent of the unit

MqC—Mequithy-Rock outcrop complex, 6

to 15 percent slopes

Component Description

Mequithy and similar soils

Extent: 60 percent of the unit

Geomorphic setting: Outwash plains and stream

terraces

Slope range: 6 to 15 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(lithic)

Drainage class: Well drained

Parent material: Loamy deposits over bedrock

Flooding: None

Depth to wet soil moisture status: More than 3.5 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: 1.9

percent

Typical profile:

A—0 to 3 inches; fine sandy loam

E—3 to 4 inches; fine sandy loam

Bs—4 to 13 inches; fine sandy loam

2E/B—13 to 21 inches; sandy loam

2B/E—21 to 27 inches; sandy loam

2R—27 to 48 inches; bedrock

Rock outcrop

Extent: 30 percent of the unit

Slope range: 6 to 15 percent

Dissimilar Components

Wayka soils

Extent: 5 percent of the unit

Soils that have slopes of more than 15 percent

Extent: 3 percent of the unit

Padus soils

Extent: 2 percent of the unit

MuA—Minocqua muck, 0 to 2 percent

slopes

Component Description

Minocqua and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Stream terraces and outwash

plains

Slope range: 0 to 2 percent

Texture of the surface layer: Muck

Depth to restrictive feature: More than 60 inches

Drainage class: Very poorly drained

Parent material: Loamy alluvium over sandy outwash
Menominee County, Wisconsin 41

Flooding is least likely (frequency, months): Rare

(January, February, August, September, October,

November, December)

Flooding is most likely (frequency, months): Frequent

(March, April, May, June, July)

Wet soil moisture status is highest (depth, months): At

the surface (March, April, May, June, October,

November)

Wet soil moisture status is lowest (depth, months): 1.5

feet (December, January, February)

Ponding: None

Available water capacity to a depth of 60 inches: 7.4

inches

Content of organic matter in the upper 10 inches: 27.5

percent

Typical profile:

Oa—0 to 6 inches; muck

A..Bg3—6 to 30 inches; silt loam

2Bg4,2Bw—30 to 38 inches; loam

3C—38 to 66 inches; stratified sand to coarse

sand to very gravelly sand

Dissimilar Components

Cathro soils

Extent: 4 percent of the unit

Worcester soils

Extent: 3 percent of the unit

Wormet soils

Extent: 3 percent of the unit

MwB—Moodig fine sandy loam, 0 to 4

percent slopes, very bouldery

Component Description

Moodig and similar soils

Extent: 95 percent of the unit

Geomorphic setting: Drumlins and moraines

Slope range: 0 to 4 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: Sandy or loamy glacial till

Flooding: None

Wet soil moisture status is highest (depth, months):

0.8 foot (April, May)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (January, February, August,

December)

Ponding: None

Available water capacity to a depth of 60 inches: 9

inches

Content of organic matter in the upper 10 inches: 1

percent

Typical profile:

Oe,Oa—0 to 2 inches; highly decomposed plant

material

E—2 to 5 inches; fine sandy loam

Bhs,Bs—5 to 14 inches; fine sandy loam

E/B,B/E—14 to 25 inches; sandy loam

Btg1..Bt—25 to 49 inches; sandy loam

C—49 to 62 inches; sandy loam

Dissimilar Components

Minocqua soils

Extent: 2 percent of the unit

Worcester soils

Extent: 2 percent of the unit

Cathro soils

Extent: 1 percent of the unit

MxB—Morganlake loamy fine sand, 0 to 6

percent slopes

Component Description

Morganlake and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Moraines

Slope range: 0 to 6 percent

Texture of the surface layer: Loamy fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Sandy outwash over loamy or silty

glacial till

Flooding: None

Wet soil moisture status is highest (depth, months):

2.5 feet (April, May, October, November)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (January, February, June, July,

August, September, December)

Ponding: None

Available water capacity to a depth of 60 inches: 8.4

inches

Content of organic matter in the upper 10 inches: 1.3

percent

Typical profile:

Oe,Oa—0 to 2 inches; highly decomposed plant

material

E—2 to 4 inches; loamy fine sand
42 Soil Survey of

Bs1..Bs3—4 to 26 inches; fine sand

2E/B—26 to 36 inches; fine sandy loam

2Bt1,2Bt2—36 to 65 inches; loam

2C—65 to 80 inches; silt loam

Dissimilar Components

Keshena soils

Extent: 3 percent of the unit

Moshawquit soils

Extent: 3 percent of the unit

Iosco soils

Extent: 2 percent of the unit

Menominee soils

Extent: 2 percent of the unit

MzB—Moshawquit loamy sand, 2 to 6

percent slopes

Component Description

Moshawquit and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Moraines and outwash fans

Slope range: 2 to 6 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Sandy outwash over loamy glacial till

over calcareous sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 6.2

inches

Content of organic matter in the upper 10 inches: 0.8

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant

material

A—1 to 3 inches; loamy sand

Bw1..Bw3—3 to 26 inches; sand

2E/B,2B/E—26 to 48 inches; sandy loam

3C—48 to 60 inches; sand

Dissimilar Components

Soils that have a substratum of stratified sand and

till

Extent: 6 percent of the unit

Rabe soils

Extent: 3 percent of the unit

Soils that have slopes of more than 6 percent

Extent: 1 percent of the unit

MzC—Moshawquit loamy sand, 6 to 15

percent slopes

Component Description

Moshawquit and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Moraines and outwash fans

Slope range: 6 to 15 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Sandy outwash over loamy glacial till

over calcareous sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 6.2

inches

Content of organic matter in the upper 10 inches: 0.8

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant

material

A—1 to 3 inches; loamy sand

Bw1..Bw3—3 to 26 inches; sand

2E/B,2B/E—26 to 48 inches; sandy loam

3C—48 to 60 inches; sand

Dissimilar Components

Soils that have a substratum of stratified sand and

till

Extent: 5 percent of the unit

Rabe soils

Extent: 3 percent of the unit
Menominee County, Wisconsin 43

Soils that have slopes of more than 15 percent

Extent: 2 percent of the unit

NeA—Neconish fine sand, 0 to 3 percent

slopes

Component Description

Neconish and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Lake plains, outwash fans,

outwash plains, and stream terraces

Slope range: 0 to 3 percent

Texture of the surface layer: Fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Sandy outwash

Flooding: None

Wet soil moisture status is highest (depth, months):

2.5 feet (April, May)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (December, January, February)

Ponding: None

Available water capacity to a depth of 60 inches: 4.9

inches

Content of organic matter in the upper 10 inches: 0.4

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant material

E—1 to 4 inches; fine sand

Bs1..BC—4 to 36 inches; fine sand

C1,C2—36 to 60 inches; fine sand

Dissimilar Components

Croswell soils

Extent: 5 percent of the unit

Rousseau soils

Extent: 3 percent of the unit

Wainola soils

Extent: 2 percent of the unit

NoB—Neopit fine sandy loam, 2 to 6

percent slopes, very bouldery

Component Description

Neopit and similar soils

Extent: 95 percent of the unit

Geomorphic setting: Drumlins and moraines

Slope range: 2 to 6 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Silty or loamy alluvium over sandy or

loamy glacial till

Flooding: None

Wet soil moisture status is highest (depth, months):

2.5 feet (April, May)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (January, February, July, August,

September, December)

Ponding: None

Available water capacity to a depth of 60 inches: 8.5

inches

Content of organic matter in the upper 10 inches: 0.9

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant

material

E—1 to 4 inches; fine sandy loam

Bw—4 to 12 inches; silt loam

E ́,E/B—12 to 20 inches; fine sandy loam

B/E1..B/E3—20 to 67 inches; gravelly sandy loam

C—67 to 80 inches; loamy sand

Dissimilar Components

Scott Lake soils

Extent: 4 percent of the unit

Kennan soils

Extent: 1 percent of the unit

NpB—Neopit silt loam, 2 to 6 percent

slopes, very bouldery

Component Description

Neopit and similar soils

Extent: 95 percent of the unit

Geomorphic setting: Drumlins and moraines

Slope range: 2 to 6 percent

Texture of the surface layer: Silt loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Silty or loamy alluvium over sandy or

loamy glacial till

Flooding: None

Wet soil moisture status is highest (depth, months):

2.5 feet (April, May)
44 Soil Survey of

Wet soil moisture status is lowest (depth, months):

More than 6 feet (January, February, July, August,

September, December)

Ponding: None

Available water capacity to a depth of 60 inches: 8.8

inches

Content of organic matter in the upper 10 inches: 0.9

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant material

E—1 to 4 inches; silt loam

Bw—4 to 12 inches; silt loam

E ́,E/B—12 to 20 inches; fine sandy loam

B/E1..B/E3—20 to 67 inches; gravelly sandy loam

C—67 to 80 inches; loamy sand

Dissimilar Components

Scott Lake soils

Extent: 4 percent of the unit

Kennan soils

Extent: 1 percent of the unit

NsA—Noseum fine sandy loam, 0 to 3

percent slopes

Component Description

Noseum and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Outwash fans, outwash plains,

and stream terraces

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 over sandy outwash

Flooding: None

Wet soil moisture status is highest (depth, months):

2.5 feet (April, May)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (December, January, February)

Ponding: None

Available water capacity to a depth of 60 inches: 5.7

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant material

E—1 to 3 inches; fine sandy loam

Bs1,Bs2—3 to 14 inches; fine sandy loam

2Bs3..2BC3—14 to 32 inches; fine sand

2C1,2C2—32 to 60 inches; fine sand

Dissimilar Components

Soils that have loamy strata in the substratum

Extent: 4 percent of the unit

Karlin soils

Extent: 3 percent of the unit

Wormet soils

Extent: 3 percent of the unit

PaB—Padus fine sandy loam, 0 to 6

percent slopes

Component Description

Padus and similar soils

Extent: 85 percent of the unit

Geomorphic setting: Kames, eskers, stream terraces,

and outwash plains

Slope range: 0 to 6 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 alluvium over sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 5.6

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant material

E—1 to 4 inches; fine sandy loam

Bs—4 to 13 inches; fine sandy loam

E/B—13 to 22 inches; fine sandy loam

Bt—22 to 27 inches; sandy loam

2Bt—27 to 31 inches; loamy sand

2C—31 to 60 inches; stratified gravelly coarse

sand to sand

Dissimilar Components

Pence soils

Extent: 4 percent of the unit

Karlin soils

Extent: 3 percent of the unit
Menominee County, Wisconsin 45

Rosholt soils

Extent: 3 percent of the unit

Soils that have stones on the surface

Extent: 3 percent of the unit

Soils that have slopes of more than 6 percent

Extent: 2 percent of the unit

PaC—Padus fine sandy loam, 6 to 15

percent slopes

Component Description

Padus and similar soils

Extent: 85 percent of the unit

Geomorphic setting: Eskers, kames, outwash plains,

and stream terraces

Slope range: 6 to 15 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 alluvium over sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 5.6

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant material

E—1 to 4 inches; fine sandy loam

Bs—4 to 13 inches; fine sandy loam

E/B—13 to 22 inches; fine sandy loam

Bt—22 to 27 inches; sandy loam

2Bt—27 to 31 inches; loamy sand

2C—31 to 60 inches; stratified gravelly coarse

sand to sand

Dissimilar Components

Pence soils

Extent: 4 percent of the unit

Soils that have slopes of more than 15 percent

Extent: 3 percent of the unit

Karlin soils

Extent: 3 percent of the unit

Soils that have stones on the surface

Extent: 3 percent of the unit

Rosholt soils

Extent: 2 percent of the unit

PaD—Padus fine sandy loam, 15 to 35

percent slopes

Component Description

Padus and similar soils

Extent: 85 percent of the unit

Geomorphic setting: Eskers, kames, outwash plains,

and stream terraces

Slope range: 15 to 35 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 alluvium over sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 5.6

inches

Content of organic matter in the upper 10 inches: 1.4

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant material

E—1 to 4 inches; fine sandy loam

Bs—4 to 13 inches; fine sandy loam

E/B—13 to 22 inches; fine sandy loam

Bt—22 to 27 inches; sandy loam

2Bt—27 to 31 inches; loamy sand

2C—31 to 60 inches; stratified gravelly coarse

sand to sand

Dissimilar Components

Pence soils

Extent: 4 percent of the unit

Soils that have slopes of more than 35 percent

Extent: 3 percent of the unit

Karlin soils

Extent: 3 percent of the unit

Soils that have stones on the surface

Extent: 3 percent of the unit
46 Soil Survey of

Rosholt soils

Extent: 2 percent of the unit

PbB—Padwet fine sandy loam, 0 to 6

percent slopes

Component Description

Padwet and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Outwash plains

Slope range: 0 to 6 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Loamy alluvium over sandy outwash

Flooding: None

Wet soil moisture status is highest (depth, months):

2.5 feet (April, May)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (January, February, June, July,

August, December)

Ponding: None

Available water capacity to a depth of 60 inches: 6

inches

Content of organic matter in the upper 10 inches: 1.7

percent

Typical profile:

A—0 to 3 inches; fine sandy loam

E—3 to 5 inches; fine sandy loam

Bs1..E/B—5 to 22 inches; sandy loam

B/E,Bt—22 to 38 inches; sandy loam

2C—38 to 60 inches; stratified gravelly coarse

sand to sand

Dissimilar Components

Worcester soils

Extent: 5 percent of the unit

Scott Lake soils

Extent: 4 percent of the unit

Soils that have slopes of more than 6 percent

Extent: 1 percent of the unit

PeB—Pecore loam, 2 to 6 percent slopes

Component Description

Pecore and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Moraines

Slope range: 2 to 6 percent

Texture of the surface layer: Loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Loamy glacial till over calcareous,

sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 9.3

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

Bw1—2 to 4 inches; loam

Bw2—4 to 10 inches; loam

E/B,B/E—10 to 27 inches; clay loam

Bt1,Bt2—27 to 47 inches; clay loam

2C—47 to 62 inches; stratified gravelly coarse

sand to sand

Dissimilar Components

Soils that have loamy strata in the substratum

Extent: 6 percent of the unit

Soils that have slopes of more than 6 percent

Extent: 2 percent of the unit

Tilleda soils

Extent: 2 percent of the unit

PeC—Pecore loam, 6 to 15 percent slopes

Component Description

Pecore and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Moraines

Slope range: 6 to 15 percent

Texture of the surface layer: Loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Loamy glacial till over calcareous,

sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year
Menominee County, Wisconsin 47

Ponding: None

Available water capacity to a depth of 60 inches: 9.3

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

Bw1—2 to 4 inches; loam

Bw2—4 to 10 inches; loam

E/B,B/E—10 to 27 inches; clay loam

Bt1,Bt2—27 to 47 inches; clay loam

2C—47 to 62 inches; stratified gravelly coarse

sand to sand

Dissimilar Components

Soils that have loamy strata in the substratum

Extent: 5 percent of the unit

Soils that have slopes of more than 15 percent

Extent: 3 percent of the unit

Tilleda soils

Extent: 2 percent of the unit

PeD—Pecore loam, 15 to 35 percent

slopes

Component Description

Pecore and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Moraines

Slope range: 15 to 35 percent

Texture of the surface layer: Loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Loamy glacial till over calcareous,

sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 9.3

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

Bw1—2 to 4 inches; loam

Bw2—4 to 10 inches; loam

E/B,B/E—10 to 27 inches; clay loam

Bt1,Bt2—27 to 47 inches; clay loam

2C—47 to 62 inches; stratified gravelly coarse

sand to sand

Dissimilar Components

Soils that have loamy strata in the substratum

Extent: 5 percent of the unit

Soils that have slopes of more than 35 percent

Extent: 3 percent of the unit

Tilleda soils

Extent: 2 percent of the unit

PnB—Pence sandy loam, 0 to 6 percent

slopes

Component Description

Pence and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Kames, eskers, outwash fans,

and outwash plains

Slope range: 0 to 6 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Loamy alluvium over sandy and

gravelly outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 4.7

inches

Content of organic matter in the upper 10 inches: 1.3

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

E—2 to 5 inches; sandy loam

Bs1,Bs2—5 to 14 inches; gravelly sandy loam

2Bs3—14 to 18 inches; gravelly loamy sand

2C—18 to 62 inches; stratified coarse sand to

gravelly coarse sand

Dissimilar Components

Padus soils

Extent: 4 percent of the unit
48 Soil Survey of

Karlin soils

Extent: 3 percent of the unit

Noseum soils

Extent: 3 percent of the unit

PnC—Pence sandy loam, 6 to 15 percent

slopes

Component Description

Pence and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Eskers, kames, outwash fans,

and outwash plains

Slope range: 6 to 15 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Loamy alluvium over sandy and

gravelly outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 4.7

inches

Content of organic matter in the upper 10 inches: 1.3

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

E—2 to 5 inches; sandy loam

Bs1,Bs2—5 to 14 inches; gravelly sandy loam

2Bs3—14 to 18 inches; gravelly loamy sand

2C—18 to 62 inches; stratified coarse sand to

gravelly coarse sand

Dissimilar Components

Padus soils

Extent: 4 percent of the unit

Soils that have slopes of more than 15 percent

Extent: 3 percent of the unit

Karlin soils

Extent: 3 percent of the unit

PnD—Pence sandy loam, 15 to 35 percent

slopes

Component Description

Pence and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Eskers, kames, outwash fans,

and outwash plains

Slope range: 15 to 35 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat excessively drained

Parent material: Loamy alluvium over sandy and

gravelly outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 4.7

inches

Content of organic matter in the upper 10 inches: 1.3

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

E—2 to 5 inches; sandy loam

Bs1,Bs2—5 to 14 inches; gravelly sandy loam

2Bs3—14 to 18 inches; gravelly loamy sand

2C—18 to 62 inches; stratified coarse sand to

gravelly coarse sand

Dissimilar Components

Padus soils

Extent: 4 percent of the unit

Soils that have slopes of more than 35 percent

Extent: 3 percent of the unit

Karlin soils

Extent: 3 percent of the unit

PrB—Perote fine sandy loam, 2 to 6

percent slopes

Component Description

Perote and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Moraines
Menominee County, Wisconsin 49

Slope range: 2 to 6 percent

Texture of the surface layer: Fine sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Loamy glacial till over calcareous,

sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 9.2

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

Bw1—2 to 4 inches; fine sandy loam

Bw2—4 to 11 inches; fine sandy loam

E/B,B/E—11 to 29 inches; loam

Bt—29 to 51 inches; fine sandy loam

2C—51 to 60 inches; stratified gravelly coarse

sand to sand

Dissimilar Components

Soils that have loamy strata in the substratum

Extent: 5 percent of the unit

Frechette soils

Extent: 3 percent of the unit

Soils that have slopes of more than 6 percent

Extent: 2 percent of the unit

PrC—Perote fine sandy loam, 6 to 15

percent slopes

Component Description

Perote and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Moraines

Slope range: 6 to 15 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 glacial till over calcareous,

sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 9.2

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

Bw1—2 to 4 inches; fine sandy loam

Bw2—4 to 11 inches; fine sandy loam

E/B,B/E—11 to 29 inches; loam

Bt—29 to 51 inches; fine sandy loam

2C—51 to 60 inches; stratified gravelly coarse

sand to sand

Dissimilar Components

Soils that have loamy strata in the substratum

Extent: 4 percent of the unit

Frechette soils

Extent: 3 percent of the unit

Soils that have slopes of more than 15 percent

Extent: 3 percent of the unit

PrD—Perote fine sandy loam, 15 to 35

percent slopes

Component Description

Perote and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Moraines

Slope range: 15 to 35 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 glacial till over calcareous,

sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 9.2

inches

Content of organic matter in the upper 10 inches: 1.2

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

Bw1—2 to 4 inches; fine sandy loam

Bw2—4 to 11 inches; fine sandy loam
50 Soil Survey of

E/B,B/E—11 to 29 inches; loam

Bt—29 to 51 inches; fine sandy loam

2C—51 to 60 inches; stratified gravelly coarse

sand to sand

Dissimilar Components

Soils that have loamy strata in the substratum

Extent: 4 percent of the unit

Frechette soils

Extent: 3 percent of the unit

Soils that have slopes of more than 35 percent

Extent: 3 percent of the unit

PsB—Peshtigo loam, 0 to 4 percent

slopes

Component Description

Peshtigo and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Moraines

Slope range: 0 to 4 percent

Texture of the surface layer: Loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat poorly drained

Parent material: Calcareous, loamy or silty glacial till

Flooding: None

Wet soil moisture status is highest (depth, months): 1

foot (March, April, May, June, October)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (January, February, August,

December)

Ponding: None

Available water capacity to a depth of 60 inches: 9.5

inches

Content of organic matter in the upper 10 inches: 2.2

percent

Typical profile:

A—0 to 5 inches; loam

E—5 to 11 inches; loam

E/B,B/E—11 to 29 inches; loam

Bt—29 to 62 inches; clay loam

C—62 to 80 inches; clay loam

Dissimilar Components

Minocqua soils

Extent: 4 percent of the unit

Cathro soils

Extent: 3 percent of the unit

Keshena soils

Extent: 3 percent of the unit

Pt—Pits, gravel

Component Description

Pits, gravel

Extent: 100 percent of the unit

Texture of the surface layer: Stratified extremely

gravelly coarse sand to gravelly sand

Flooding: None

Content of organic matter in the upper 10 inches: 0.1

percent

Typical profile:

0 to 10 inches; stratified extremely gravelly coarse

sand to gravelly sand

RaB—Rabe loamy sand, 2 to 6 percent

slopes

Component Description

Rabe and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Moraines

Slope range: 2 to 6 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Sandy outwash over loamy glacial till

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 7.8

inches

Content of organic matter in the upper 10 inches: 0.8

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant

material

A—1 to 2 inches; loamy sand

Bw1..Bw3—2 to 25 inches; sand

2E/B—25 to 35 inches; sand

2B/E,2Bt—35 to 58 inches; sandy loam

2C—58 to 80 inches; sandy loam

Dissimilar Components

Soils that have a thicker sandy mantle

Extent: 4 percent of the unit
Menominee County, Wisconsin 51

Moshawquit soils

Extent: 3 percent of the unit

Moderately well drained areas

Extent: 2 percent of the unit

Soils that have slopes of more than 6 percent

Extent: 1 percent of the unit

RaC—Rabe loamy sand, 6 to 15 percent

slopes

Component Description

Rabe and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Moraines

Slope range: 6 to 15 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Sandy outwash over loamy glacial till

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 7.8

inches

Content of organic matter in the upper 10 inches: 0.8

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant

material

A—1 to 2 inches; loamy sand

Bw1..Bw3—2 to 25 inches; sand

2E/B—25 to 35 inches; sand

2B/E,2Bt—35 to 58 inches; sandy loam

2C—58 to 80 inches; sandy loam

Dissimilar Components

Soils that have a thicker sandy mantle

Extent: 4 percent of the unit

Soils that have slopes of more than 15 percent

Extent: 3 percent of the unit

Moshawquit soils

Extent: 3 percent of the unit

RaD—Rabe loamy sand, 15 to 35 percent

slopes

Component Description

Rabe and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Moraines

Slope range: 15 to 35 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Sandy outwash over loamy glacial till

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 7.8

inches

Content of organic matter in the upper 10 inches: 0.8

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant

material

A—1 to 2 inches; loamy sand

Bw1..Bw3—2 to 25 inches; sand

2E/B—25 to 35 inches; sand

2B/E,2Bt—35 to 58 inches; sandy loam

2C—58 to 80 inches; sandy loam

Dissimilar Components

Soils that have a thicker sandy mantle

Extent: 4 percent of the unit

Soils that have slopes of more than 35 percent

Extent: 3 percent of the unit

Moshawquit soils

Extent: 3 percent of the unit

RbA—Robago fine sandy loam, 0 to 3

percent slopes

Component Description

Robago and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Lake plains and stream terraces

Slope range: 0 to 3 percent

Texture of the surface layer: Fine sandy loam
52 Soil Survey of

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Somewhat poorly drained

Parent material: Loamy lacustrine deposits

Flooding: None

Wet soil moisture status is highest (depth, months):

0.5 foot (April, May)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (December, January, February)

Ponding: None

Available water capacity to a depth of 60 inches: 9.2

inches

Content of organic matter in the upper 10 inches: 1

percent

Typical profile:

Oe,Oa—0 to 3 inches; highly decomposed plant

material

E—3 to 4 inches; fine sandy loam

Bs1,Bs2—4 to 12 inches; fine sandy loam

E ́—12 to 18 inches; sandy loam

E/B—18 to 26 inches; sandy loam

Bt—26 to 35 inches; sandy loam

C—35 to 80 inches; stratified very fine sandy loam

to silt loam

Dissimilar Components

Worcester soils

Extent: 4 percent of the unit

Cathro soils

Extent: 3 percent of the unit

Minocqua soils

Extent: 3 percent of the unit

RcA—Roscommon muck, 0 to 2 percent

slopes

Component Description

Roscommon and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Lake plains, stream terraces, and

outwash 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 outwash

Flooding is least likely (frequency, months): Rare

(January, February, August, September, October,

November, December)

Flooding is most likely (frequency, months): Frequent

(March, April, May, June, July)

Wet soil moisture status is highest (depth, months): At

the surface (March, April, May, June, October,

November)

Wet soil moisture status is lowest (depth, months): 1.5

feet (December, January, February)

Ponding: None

Available water capacity to a depth of 60 inches: 6.1

inches

Content of organic matter in the upper 10 inches: 30

percent

Typical profile:

Oe,Oa—0 to 6 inches; muck

Cg1..C—6 to 60 inches; sand

Dissimilar Components

Markey soils

Extent: 4 percent of the unit

Au Gres soils

Extent: 3 percent of the unit

Wainola soils

Extent: 3 percent of the unit

RoB—Rosholt fine sandy loam, 0 to 6

percent slopes

Component Description

Rosholt and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Stream terraces, outwash fans,

outwash plains, eskers, and kames

Slope range: 0 to 6 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 alluvium over sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 4.9

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

A—0 to 4 inches; fine sandy loam

Bw—4 to 10 inches; fine sandy loam

E/B,B/E—10 to 22 inches; sandy loam
Menominee County, Wisconsin 53

2Bt1,2Bt2—22 to 30 inches; loamy sand

2C—30 to 60 inches; stratified gravelly coarse

sand to sand

Dissimilar Components

Cromwell soils

Extent: 3 percent of the unit

Scott Lake soils

Extent: 3 percent of the unit

Padus soils

Extent: 2 percent of the unit

Soils that have a calcareous substratum

Extent: 1 percent of the unit

Soils that have slopes of more than 6 percent

Extent: 1 percent of the unit

RoC—Rosholt fine sandy loam, 6 to 15

percent slopes

Component Description

Rosholt and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Kames, outwash fans, outwash

plains, stream terraces, and eskers

Slope range: 6 to 15 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 alluvium over sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 4.9

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

A—0 to 4 inches; fine sandy loam

Bw—4 to 10 inches; fine sandy loam

E/B,B/E—10 to 22 inches; sandy loam

2Bt1,2Bt2—22 to 30 inches; loamy sand

2C—30 to 60 inches; stratified gravelly coarse

sand to sand

Dissimilar Components

Cromwell soils

Extent: 5 percent of the unit

Padus soils

Extent: 3 percent of the unit

Soils that have slopes of more than 15 percent

Extent: 2 percent of the unit

RoD—Rosholt fine sandy loam, 15 to 35

percent slopes

Component Description

Rosholt and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Eskers, kames, outwash fans,

outwash plains, and stream terraces

Slope range: 15 to 35 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 alluvium over sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 4.9

inches

Content of organic matter in the upper 10 inches: 1.1

percent

Typical profile:

A—0 to 4 inches; fine sandy loam

Bw—4 to 10 inches; fine sandy loam

E/B,B/E—10 to 22 inches; sandy loam

2Bt1,2Bt2—22 to 30 inches; loamy sand

2C—30 to 60 inches; stratified gravelly coarse

sand to sand

Dissimilar Components

Cromwell soils

Extent: 5 percent of the unit

Padus soils

Extent: 3 percent of the unit

Soils that have slopes of more than 35 percent

Extent: 2 percent of the unit
54 Soil Survey of

RsB—Rousseau fine sand, 0 to 6 percent

slopes

Component Description

Rousseau and similar soils

Extent: 94 percent of the unit

Geomorphic setting: Outwash fans, lake plains, stream

terraces, and outwash plains

Slope range: 0 to 6 percent

Texture of the surface layer: Fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 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: 0.7

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant

material

E—1 to 4 inches; fine sand

Bs1..BC—4 to 34 inches; fine sand

C—34 to 60 inches; fine sand

Dissimilar Components

Neconish soils

Extent: 4 percent of the unit

Vilas soils

Extent: 2 percent of the unit

RsC—Rousseau fine sand, 6 to 15

percent slopes

Component Description

Rousseau and similar soils

Extent: 95 percent of the unit

Geomorphic setting: Outwash plains, stream terraces,

lake plains, and outwash fans

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: Well drained

Parent material: Sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 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: 0.7

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant material

E—1 to 4 inches; fine sand

Bs1..BC—4 to 34 inches; fine sand

C—34 to 60 inches; fine sand

Dissimilar Components

Soils that have slopes of more than 15 percent

Extent: 3 percent of the unit

Vilas soils

Extent: 2 percent of the unit

RsD—Rousseau fine sand, 15 to 35

percent slopes

Component Description

Rousseau and similar soils

Extent: 95 percent of the unit

Geomorphic setting: Lake plains, outwash fans,

outwash plains, and stream terraces

Slope range: 15 to 35 percent

Texture of the surface layer: Fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 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: 0.7

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant material

E—1 to 4 inches; fine sand

Bs1..BC—4 to 34 inches; fine sand

C—34 to 60 inches; fine sand

Dissimilar Components

Soils that have slopes of less than 15 percent or

more than 35 percent

Extent: 3 percent of the unit
Menominee County, Wisconsin 55

Vilas soils

Extent: 2 percent of the unit

ScA—Scott Lake fine sandy loam, 0 to 3

percent slopes

Component Description

Scott Lake and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Outwash plains and stream

terraces

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 over sandy outwash

Flooding: None

Wet soil moisture status is highest (depth, months):

2.5 feet (April, May)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (December, January, February)

Ponding: None

Available water capacity to a depth of 60 inches: 5.3

inches

Content of organic matter in the upper 10 inches: 1

percent

Typical profile:

A—0 to 3 inches; fine sandy loam

Bw1,Bw2—3 to 13 inches; fine sandy loam

E/B,B/E—13 to 23 inches; sandy loam

2Bt—23 to 34 inches; loamy sand

2C1,2C2—34 to 60 inches; stratified gravelly

coarse sand to sand

Dissimilar Components

Sunia soils

Extent: 4 percent of the unit

Rosholt soils

Extent: 3 percent of the unit

Worcester soils

Extent: 3 percent of the unit

SfB—Shawano fine sand, 0 to 6 percent

slopes

Component Description

Shawano and similar soils

Extent: 95 percent of the unit

Geomorphic setting: Lake plains, outwash fans,

outwash plains, and stream terraces

Slope range: 0 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: Sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 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: 0.1

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant

material

A—1 to 2 inches; fine sand

AB,Bw—2 to 26 inches; fine sand

BC,C—26 to 61 inches; fine sand

Dissimilar Components

Grayling soils

Extent: 3 percent of the unit

Crex soils

Extent: 2 percent of the unit

SfC—Shawano fine sand, 6 to 15 percent

slopes

Component Description

Shawano and similar soils

Extent: 95 percent of the unit

Geomorphic setting: Lake plains, outwash fans,

outwash plains, and stream terraces

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: Sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 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: 0.1

percent
56 Soil Survey of

Typical profile:

Oa—0 to 1 inch; highly decomposed plant

material

A—1 to 2 inches; fine sand

AB,Bw—2 to 26 inches; fine sand

BC,C—26 to 61 inches; fine sand

Dissimilar Components

Grayling soils

Extent: 3 percent of the unit

Soils that have slopes of more than 15 percent

Extent: 2 percent of the unit

SfD—Shawano fine sand, 15 to 35 percent

slopes

Component Description

Shawano and similar soils

Extent: 95 percent of the unit

Geomorphic setting: Lake plains, outwash fans,

outwash plains, stream terraces

Slope range: 15 to 35 percent

Texture of the surface layer: Fine sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 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: 0.1

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant

material

A—1 to 2 inches; fine sand

AB,Bw—2 to 26 inches; fine sand

BC,C—26 to 61 inches; fine sand

Dissimilar Components

Grayling soils

Extent: 3 percent of the unit

Soils that have slopes of more than 35 percent

Extent: 2 percent of the unit

SuA—Sunia sandy loam, 0 to 3 percent

slopes

Component Description

Sunia and similar soils

Extent: 91 percent of the unit

Geomorphic setting: Outwash fans, stream terraces,

and outwash plains

Slope range: 0 to 3 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Loamy alluvium over sandy outwash

Flooding: None

Wet soil moisture status is highest (depth, months):

2.5 feet (April, May)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (December, January, February)

Ponding: None

Available water capacity to a depth of 60 inches: 5.1

inches

Content of organic matter in the upper 10 inches: 1

percent

Typical profile:

A—0 to 5 inches; sandy loam

Bw1—5 to 9 inches; sandy loam

Bw2—9 to 19 inches; loamy sand

2BC—19 to 30 inches; sand

2C—30 to 60 inches; stratified sand to coarse sand

Dissimilar Components

Wormet soils

Extent: 4 percent of the unit

Cress soils

Extent: 2 percent of the unit

Cromwell soils

Extent: 2 percent of the unit

Soils that have stones on the surface

Extent: 1 percent of the unit

TlC—Tilleda sandy loam, 6 to 15 percent

slopes

Component Description

Tilleda and similar soils

Extent: 90 percent of the unit
Menominee County, Wisconsin 57

Geomorphic setting: Moraines

Slope range: 6 to 15 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Calcareous, loamy or silty glacial till

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 9.4

inches

Content of organic matter in the upper 10 inches: 0.8

percent

Typical profile:

A—0 to 4 inches; sandy loam

Bw,E/B—4 to 17 inches; fine sandy loam

B/E..Bt2—17 to 53 inches; loam

C—53 to 60 inches; loam

Dissimilar Components

Soils that have slopes of more than 15 percent

Extent: 3 percent of the unit

Menominee soils

Extent: 3 percent of the unit

Keshena soils

Extent: 2 percent of the unit

Pecore soils

Extent: 2 percent of the unit

TlD—Tilleda sandy loam, 15 to 35 percent

slopes

Component Description

Tilleda and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Moraines

Slope range: 15 to 35 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Well drained

Parent material: Calcareous, loamy or silty glacial till

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 9.4

inches

Content of organic matter in the upper 10 inches: 0.8

percent

Typical profile:

A—0 to 4 inches; sandy loam

Bw,E/B—4 to 17 inches; fine sandy loam

B/E..Bt2—17 to 53 inches; loam

C—53 to 60 inches; loam

Dissimilar Components

Menominee soils

Extent: 4 percent of the unit

Pecore soils

Extent: 4 percent of the unit

Soils that have slopes of more than 35 percent

Extent: 2 percent of the unit

TmA—Tipler fine sandy loam, 0 to 3

percent slopes

Component Description

Tipler and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Outwash plains and stream

terraces

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 over sandy outwash

Flooding: None

Wet soil moisture status is highest (depth, months):

2.5 feet (April, May)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (December, January, February)

Ponding: None

Available water capacity to a depth of 60 inches: 6.1

inches

Content of organic matter in the upper 10 inches: 1.3

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant material

E—1 to 3 inches; fine sandy loam

Bs1..E/B—3 to 23 inches; fine sandy loam

B/E,Bt—23 to 33 inches; sandy loam

2C1,2C2—33 to 60 inches; stratified sand to

gravelly coarse sand
58 Soil Survey of

Dissimilar Components

Scott Lake soils

Extent: 4 percent of the unit

Noseum soils

Extent: 3 percent of the unit

Worcester soils

Extent: 3 percent of the unit

ToB—Tourtillotte loamy sand, 0 to 6

percent slopes

Component Description

Tourtillotte and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Lake plains and stream terraces

Slope range: 0 to 6 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Sandy outwash over silty, loamy, and

sandy lacustrine sediment

Flooding: None

Wet soil moisture status is highest (depth, months):

2.5 feet (April, May, October)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (January, February, June, July,

August, December)

Ponding: None

Available water capacity to a depth of 60 inches: 5.2

inches

Content of organic matter in the upper 10 inches: 0.8

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant material

A—1 to 3 inches; loamy sand

Bw1..Bw3—3 to 25 inches; loamy sand

BC—25 to 33 inches; sand

C1,C2—33 to 56 inches; sand

2C3—56 to 80 inches; stratified silt loam to very

fine sand

Dissimilar Components

Crex soils

Extent: 3 percent of the unit

Soils that have a till substratum

Extent: 3 percent of the unit

Ingalls soils

Extent: 2 percent of the unit

Wurtsmith soils

Extent: 2 percent of the unit

ToC—Tourtillotte loamy sand, 6 to 15

percent slopes

Component Description

Tourtillotte and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Lake plains and stream terraces

Slope range: 6 to 15 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Moderately well drained

Parent material: Sandy outwash over silty, loamy, and

sandy lacustrine sediment

Flooding: None

Wet soil moisture status is highest (depth, months):

2.5 feet (April, May)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (January, February, June, July,

August, December)

Ponding: None

Available water capacity to a depth of 60 inches: 5.2

inches

Content of organic matter in the upper 10 inches: 0.8

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant

material

A—1 to 3 inches; loamy sand

Bw1..Bw3—3 to 25 inches; loamy sand

BC—25 to 33 inches; sand

C1,C2—33 to 56 inches; sand

2C3—56 to 80 inches; stratified silt loam to very

fine sand

Dissimilar Components

Crex soils

Extent: 3 percent of the unit

Soils that have a till substratum

Extent: 3 percent of the unit

Wurtsmith soils

Extent: 3 percent of the unit
Menominee County, Wisconsin 59

Soils that have slopes of more than 15 percent

Extent: 1 percent of the unit

UdD—Udipsamments, moderately steep

or steep (earthen dam)

Component Description

Udipsamments (earthen dam)

Extent: 100 percent of the unit

Geomorphic setting: Outwash fans, outwash plains,

and stream terraces

Slope range: 15 to 35 percent

Texture of the surface layer: Sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Ponding: None

Available water capacity to a depth of 60 inches: 3

inches

Content of organic matter in the upper 10 inches: 0.2

percent

Typical profile:

C—0 to 62 inches; sand

VsB—Vilas loamy sand, 0 to 6 percent

slopes

Component Description

Vilas and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Outwash fans, outwash plains,

and stream terraces

Slope range: 0 to 6 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 4.9

inches

Content of organic matter in the upper 10 inches: 1.3

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant material

E—1 to 4 inches; loamy sand

Bs—4 to 16 inches; loamy sand

BC,C—16 to 61 inches; sand

Dissimilar Components

Karlin soils

Extent: 4 percent of the unit

Croswell soils

Extent: 3 percent of the unit

Rousseau soils

Extent: 3 percent of the unit

VsC—Vilas loamy sand, 6 to 15 percent

slopes

Component Description

Vilas and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Outwash fans, outwash plains,

and stream terraces

Slope range: 6 to 15 percent

Texture of the surface layer: Loamy sand

Depth to restrictive feature: Very deep (more than 60

inches)

Drainage class: Excessively drained

Parent material: Sandy outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 4.9

inches

Content of organic matter in the upper 10 inches: 1.3

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant material

E—1 to 4 inches; loamy sand

Bs—4 to 16 inches; loamy sand

BC,C—16 to 61 inches; sand

Dissimilar Components

Karlin soils

Extent: 4 percent of the unit

Soils that have slopes of more than 15 percent

Extent: 3 percent of the unit

Rousseau soils

Extent: 3 percent of the unit
60 Soil Survey of

VsD—Vilas loamy sand, 15 to 35 percent

slopes

Component Description

Vilas and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Outwash fans, outwash plains,

and stream terraces

Slope range: 15 to 35 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 outwash

Flooding: None

Depth to wet soil moisture status: More than 6 feet all

year

Ponding: None

Available water capacity to a depth of 60 inches: 4.9

inches

Content of organic matter in the upper 10 inches: 1.3

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant material

E—1 to 4 inches; loamy sand

Bs—4 to 16 inches; loamy sand

BC,C—16 to 61 inches; sand

Dissimilar Components

Karlin soils

Extent: 4 percent of the unit

Soils that have slopes of more than 35 percent

Extent: 3 percent of the unit

Rousseau soils

Extent: 3 percent of the unit

W—Water

General Description

• This map unit consists of naturally occurring basins

of surface water.

WaA—Wainola loamy fine sand, 0 to 3

percent slopes

Component Description

Wainola and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Lake plains, stream terraces, and

outwash 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: Somewhat poorly drained

Parent material: Sandy outwash

Flooding: None

Wet soil moisture status is highest (depth, months):

0.5 foot (April, May)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (December, January, February)

Ponding: None

Available water capacity to a depth of 60 inches: 5.3

inches

Content of organic matter in the upper 10 inches: 1

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant material

A—1 to 3 inches; loamy fine sand

E—3 to 7 inches; loamy fine sand

Bhs..BC—7 to 37 inches; loamy fine sand, fine

sand

C—37 to 61 inches; fine sand

Dissimilar Components

Au Gres soils

Extent: 3 percent of the unit

Neconish soils

Extent: 3 percent of the unit

Markey soils

Extent: 2 percent of the unit

Roscommon soils

Extent: 2 percent of the unit

WkB—Wayka-Rock outcrop complex, 0 to

4 percent slopes

Component Description

Wayka and similar soils

Extent: 70 percent of the unit

Geomorphic setting: Outwash plains and stream

terraces

Slope range: 0 to 4 percent

Texture of the surface layer: Sandy loam

Depth to restrictive feature: 20 to 40 inches to bedrock

(lithic)

Drainage class: Somewhat poorly drained
Menominee County, Wisconsin 61

Parent material: Loamy deposits over bedrock

Flooding: None

Wet soil moisture status is highest (depth, months):

0.5 foot (April, May)

Wet soil moisture status is lowest (depth, months):

More than 2.2 feet (January, February, August,

December)

Ponding: None

Available water capacity to a depth of 60 inches: 4.6

inches

Content of organic matter in the upper 10 inches: 0.8

percent

Typical profile:

Oa—0 to 1 inch; highly decomposed plant material

E—1 to 3 inches; sandy loam

Bs—3 to 17 inches; sandy loam

E/B—17 to 21 inches; fine sandy loam

2BC—21 to 27 inches; very gravelly loamy coarse

sand

2R—27 to 60 inches; bedrock

Rock outcrop

Extent: 20 percent of the unit

Slope range: 0 to 4 percent

Dissimilar Components

Mequithy soils

Extent: 5 percent of the unit

Cathro soils

Extent: 4 percent of the unit

Minocqua soils

Extent: 1 percent of the unit

WrA—Worcester fine sandy loam, 0 to 3

percent slopes

Component Description

Worcester and similar soils

Extent: 85 percent of the unit

Geomorphic setting: Outwash plains and stream

terraces

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: Loamy alluvium over sandy outwash

Flooding: None

Wet soil moisture status is highest (depth, months): 1

foot (March, April, May, October)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (December, January, February)

Ponding: None

Available water capacity to a depth of 60 inches: 6.7

inches

Content of organic matter in the upper 10 inches: 1.6

percent

Typical profile:

Oe,Oa—0 to 3 inches; highly decomposed plant

material

E—3 to 6 inches; fine sandy loam

Bhs..Bs2—6 to 17 inches; fine sandy loam

B/E,Bt—17 to 29 inches; sandy loam

2C1—29 to 35 inches; sand

2C2—35 to 63 inches; stratified sand to gravelly

sand

Dissimilar Components

Wormet soils

Extent: 4 percent of the unit

Minocqua soils

Extent: 3 percent of the unit

Cathro soils

Extent: 2 percent of the unit

Padwet soils

Extent: 2 percent of the unit

Scott Lake soils

Extent: 2 percent of the unit

Tipler soils

Extent: 2 percent of the unit

WtA—Wormet fine sandy loam, 0 to 3

percent slopes

Component Description

Wormet and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Outwash plains and stream

terraces

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: Loamy alluvium over sandy or gravelly

outwash

Flooding: None
62

Wet soil moisture status is highest (depth, months): 1

foot (March, April, May, October)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (December, January, February)

Ponding: None

Available water capacity to a depth of 60 inches: 6.3

inches

Content of organic matter in the upper 10 inches: 2.1

percent

Typical profile:

Oe,Oa—0 to 3 inches; highly decomposed plant

material

E—3 to 7 inches; fine sandy loam

Bhs,Bs1—7 to 16 inches; fine sandy loam

2Bs2,2BC—16 to 28 inches; loamy fine sand

2C1,2C2—28 to 63 inches; fine sand

Dissimilar Components

Worcester soils

Extent: 4 percent of the unit

Cathro soils

Extent: 3 percent of the unit

Minocqua soils

Extent: 3 percent of the unit

WuA—Wurtsmith sand, 0 to 3 percent

slopes

Component Description

Wurtsmith and similar soils

Extent: 90 percent of the unit

Geomorphic setting: Outwash fans, stream terraces,

and outwash plains

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 outwash

Flooding: None

Wet soil moisture status is highest (depth, months):

2.5 feet (April, May)

Wet soil moisture status is lowest (depth, months):

More than 6 feet (December, January, February)

Ponding: None

Available water capacity to a depth of 60 inches: 5.1

inches

Content of organic matter in the upper 10 inches: 0.6

percent

Typical profile:

Oa—0 to 2 inches; highly decomposed plant

material

A—2 to 5 inches; sand

Bw1..BC2—5 to 44 inches; sand

C—44 to 62 inches; sand

Dissimilar Components

Grayling soils

Extent: 4 percent of the unit

Au Gres soils

Extent: 3 percent of the unit

Crex soils

Extent: 3 percent of the unit
63

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 as forest land; for crops

and pasture; as sites for buildings, sanitary facilities,

highways and other transportation systems, and parks

and other recreational facilities; and as wildlife habitat.

It can be used to identify the potentials and limitations

of each soil for specific land uses and to help prevent

construction failures caused by unfavorable soil

properties.

Planners and others using soil survey information

can evaluate the effect of specific land uses on

productivity and on the environment in all or part of the

survey area. The survey can help planners to maintain

or create a land use pattern in harmony with the

natural soil.

Contractors can use this survey to locate sources

of sand and gravel, roadfill, and topsoil. They can

use it to identify areas where bedrock, wetness, or

very firm soil layers can cause difficulty in

excavation.

Health officials, highway officials, engineers, and

others may also find this survey useful. The survey

can help them plan the safe disposal of wastes and

locate sites for pavements, sidewalks, campgrounds,

playgrounds, lawns, and trees and shrubs.

Interpretive Ratings

The interpretive tables in this survey rate the soils in

the survey area for various uses. Many of the tables

identify the limitations that affect specified uses and

indicate the severity of those limitations. The ratings in

these tables are both verbal and numerical.

Rating Class Terms

Rating classes are expressed in the tables in terms

that indicate the extent to which the soils are limited by

all of the soil features that affect a specified use or in

terms that indicate the suitability of the soils for the

use. Thus, the tables may show limitation classes or

suitability classes. Terms for the limitation classes are

not limited, somewhat limited, and very limited. The

suitability ratings are expressed as well suited,

moderately suited, poorly suited, and unsuited or as

good, fair, poor, and very poor.

Numerical Ratings

Numerical ratings in the tables indicate the relative

severity of individual limitations. The ratings are shown

as decimal fractions ranging from 0.00 to 1.00. They

indicate gradations between the point at which a soil

feature has the greatest negative impact on the use

and the point at which the soil feature is not a

limitation. The limitations appear in order from the

most limiting to the least limiting. Thus, if more than

one limitation is identified, the most severe limitation is

listed first and the least severe one is listed last.

Forest Land

Forest land is the dominant land use in Menominee

County; the county has approximately 218,153 acres

of forested land. Nearly 94 percent of the county is in a

sustained yield forestry program. Land is held by the

United States in trust for the Menominee Nation and is

managed by Menominee Tribal Enterprises. Hardwood

forest types make up 65 percent of the productive

forest land, and softwood forest types make up the

remaining 35 percent. Sugar maple is the dominant

forest cover type. It makes up nearly 51 percent of the

total productive forested acreage. About 56 percent of

the species are upland species, such as red pine, jack

pine, eastern white pine, and eastern hemlock. The

other 44 percent are lowland species, such as

Use and Management of the Soils
64 Soil Survey of

northern whitecedar, tamarack, balsam fir, black

spruce, and white spruce. Menominee County has

25,315 acres of aspen and white paper birch; 7,445

acres of northern pin oak; 5,460 acres of red pine;

16,629 acres of eastern white pine; 744 acres of jack

pine; 5,957 acres of red oak; 3,971 acres of hemlock;

43,679 acres of sugar maple and beech; 4,963 acres

of hemlock and sugar maple; 11,644 acres of hemlock

and yellow birch; 21,344 acres of whitecedar,

tamarack, black spruce, and white spruce; 1,985 acres

of black ash, red maple, balsam poplar, and slippery

elm; and 61,800 acres of basswood, ash, hickory,

butternut, and yellow birch (Menominee Tribal

Enterprises, 1988).

In the 1999–2000 harvest year, approximately

24,418,000 board feet of sawtimber was harvested

along with 67,883 cords for pulpwood and bolts

(Menominee Tribal Enterprises, 2000). Menominee

County will continue to provide needed timber to the

forest products industry—sawtimber for lumber,

veneer, and furniture; pulpwood for paper production;

and bolts for pallet and crating materials.

Forest Land Management and

Productivity

Management of the different soils for forest crops

varies, but it should be governed by the species in the

stand, the suitability of the soils for the species, and

the objectives of the landowner. Specific management

guidelines are available in the 1996–2005 Menominee

Tribal Enterprises Forest Management Plan.

Management includes controlling erosion,

overcoming soil-related equipment limitations,

improving the seedling survival rate, minimizing the

windthrow of trees on the wetter sites, controlling the

growth of competing vegetation, planting trees where

natural regeneration is unreliable, harvesting in a

timely manner, controlling damage by insects and

diseases, removing cull trees and undesirable species,

maintaining the most productive basal area, preventing

wild fires, and excluding livestock from the forest land.

The paragraphs that follow describe the main

concerns in managing the forest land in the county.

These concerns are erosion, low soil strength,

wetness, soil productivity, slope, stoniness, rock

outcrops, and droughtiness.

Erosion can occur as a result of site preparation

and cutting if the soil is exposed along logging roads

and skid trails and on landings. Erosion generally is a

hazard on forest land if the slope is 15 percent or

more. Excessive soil loss can be prevented by logging,

planting trees, and establishing roads and trails on the

contour; yarding uphill by cable; and removing water

with water bars, outsloping road surfaces, and

culverts. Drop structures may be needed to stabilize

highly erodible areas. Seeding areas exposed by

logging activities helps to establish a protective

vegetative cover.

Low soil strength can restrict the use of equipment

on upland soils during the spring thaw and other

excessively wet periods. Upland soils that have a

moderate or high content of silt, including Antigo soils

and some areas of Kennan and Neopit soils, have low

strength during wet periods. Ruts form if wheeled

vehicles are used when these soils are wet. Deep ruts

tend to restrict lateral drainage and result in damage

to tree roots. Equipment should be used only when the

soils are not too wet or when the ground is frozen. On

the very silty soils, such as Antigo soils, all-weather

roads need a gravel base because unsurfaced roads

are slippery and easily rutted during wet periods. On

these soils, landings that are stabilized with gravel can

better withstand the repeated use of heavy equipment.

Wetness is the result of flooding, ponding, or a zone

of saturation high in the profile. It can be a problem in

forested areas of very poorly drained, poorly drained,

and somewhat poorly drained soils. Wetness can

cause seedling mortality on some of the soils and can

limit the use of equipment and increase the windthrow

hazard. It also increases the extent of the vegetation

that competes with tree regeneration.

The mortality rate can be high on the poorly drained

and very poorly drained soils. It also is a problem on

the somewhat poorly drained Au Gres, Ingalls, Iosco,

Peshtigo, Robago, Wainola, and Wayka soils and in

some areas of the somewhat poorly drained Lablatz,

Moodig, Worcester, and Wormet soils where water

accumulates in the swales between cradle-knolls.

Seedling survival rates can be increased by planting

vigorous nursery stock on prepared ridges or on the

crest of cradle-knolls. Where mechanical tree planters

cannot be used because of wetness during the

planting season, hand planting of trees is necessary if

natural tree regeneration is unreliable.

The use of equipment on poorly drained and very

poorly drained soils is generally limited to periods

during the winter when the ground is frozen. On

somewhat poorly drained soils, especially silty soils,

using equipment only when the soils are not too wet or

when the ground is frozen helps to prevent the

formation of ruts. On these soils, logging roads and

landings that have a gravel base can better withstand

the repeated use of heavy equipment. Also, the

landings can be established on suitable adjacent soils

that are better drained. Culverts are needed along

graveled roads to maintain the natural drainage

system.
Menominee County, Wisconsin 65

Trees tend to be shallow rooted in areas where a

zone of saturation is near the surface. During periods

of excessive wetness, there is a high potential for

trees to be blown down as a result of strong winds.

Soil productivity is so high on much of the forested

acreage in the county that the growth of undesirable

plants is a problem. Competition from unwanted plants

can delay or prevent natural regeneration of the

desired tree species and can hinder the establishment

of planted trees. Plant competition is especially severe

on nutrient-rich soils and on the wetter soils. In areas

where equipment can be used, the unwanted plants

can be removed by machinery. Skidding may expose

enough soil for adequate regeneration. Before trees

are planted, site preparation by mechanical or

chemical means generally is needed to control

competing vegetation. Subsequent control of invading

species may be needed on the more fertile soils.

Slope, stoniness, and rock outcrops can limit the

use of forestry equipment. The slope is a problem in

areas where it is 15 percent or more. Surface stones

and bedrock outcrops also interfere with the use of

equipment. Stones are common in some areas of soils

that formed wholly or partly in glacial till. Rock

outcrops are common in some areas of Ishpeming,

Mequithy, and Wayka soils. Trees should be planted by

hand and yarded with a cable in areas where the

slope, stones, or rock outcrops prohibit the use of

equipment. Building logging roads on the contour

helps to maintain a low grade. Roads and landings can

be established in the less sloping areas. In areas of

Ishpeming and Mequithy soils, the underlying bedrock

restricts the excavation of deep cuts and road ditches.

Droughtiness can cause seedling mortality. The

steeper south- or west-facing slopes are especially

droughty because of high soil temperatures and a high

evaporation rate. Droughtiness is a problem in areas of

Cress, Crex, Cromwell, Croswell, Grayling, Ishpeming,

Karlin, Mahtomedi, Neconish, Noseum, Pence,

Rousseau, Shawano, Sunia, Vilas, and Wurtsmith soils

and in hilly to very steep areas of Padus and Rosholt

soils that face south or west. If natural regeneration is

unreliable, seedling survival during dry periods can be

improved by planting containerized seedlings or

vigorous nursery stock during periods when the soil is

moist. Reinforcement planting may be needed on very

dry sites.

Information about the hazards and limitations that

should be considered in areas used as forest land is

provided in tables 5 through 8.

Forest Land Harvest Equipment Considerations

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 5 are as follows:

Slope.—The upper slope limit is more than 15

percent.

Flooding.—The map unit component is frequently

flooded.

Wetness.—The map unit component 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

Haul roads serve as transportation routes from log

landings to primary roads. Generally, haul roads are

unpaved, but some are graveled.

Considerations shown in table 6 are as follows:

Slope.—The slope is 8 percent or more.

Flooding.—The map unit component is frequently

flooded.

Wetness.—The map unit component 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.
66 Soil Survey of

Depth to soft rock.—The depth to soft bedrock is

less than 20 inches.

Surface boulders.—The word “bouldery” is in the

map unit name.

Areas of rock outcrop.—Rock outcrop is a named

component in the map unit.

Low bearing strength.—The AASHTO classification

is A-6, A-7, or A-8 in any layer at a depth of 20 inches

or less.

Rubbly surface.—The word “rubbly” is in the map

unit name.

Forest Log Landing Considerations

Log landings are areas where logs are assembled

for transportation (fig. 5). Areas that require little or no

cutting, filling, or surface preparation are desired.

Considerations shown in table 7 are as follows:

Slope.—The slope is more than 3 percent.

Flooding.—The map unit component is occasionally

flooded or frequently flooded.

Wetness.—The map unit component 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

Considerations shown in table 8 are as follows:

Slope.—The upper slope limit is more than 15

percent.

Flooding.—The map unit component is frequently

flooded.

Wetness.—The map unit component is somewhat

Figure 5.—A log landing site for the Menominee Tribal Enterprises sawmill at Neopit, in an area of Padus soils.
Menominee County, Wisconsin 67

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 Land Productivity

Table 9 can be used by forest land owners or

managers in planning the use of soils for wood crops.

Only those soils suitable for wood crops are listed.

The potential productivity of merchantable or

common trees on a soil is expressed as a site index

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

height, in feet, that dominant and codominant trees of

a given species attain in a specified number of years.

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

unmanaged stands. Commonly grown trees are those

that forest land managers generally favor in

intermediate or improvement cuttings. They are

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

and marketability.

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

produced by the most important trees. This number,

expressed as cubic feet per acre per year, indicates

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

Trees to manage are based on the forest habitat

classification system. They are the trees that are most

likely to produce the maximum quality and quantity of

sawlog material.

Forest Habitat Types

A forest habitat type includes all sites capable of

producing similar potential climax plant communities.

Each habitat type represents a relatively narrow

segment of environmental variation that is

characterized by a specific potential for vegetation

development.

The habitat type classification system classifies

forest plant communities and the sites on which they

develop. It groups land units that have similar capacity

to produce vegetation (biological potential). The habitat

type system uses floristic composition of plant

communities as an integrated indicator of those

environmental factors that affect species reproduction,

growth, competition, and community development.

Within a class, although a variety of forest cover types

may be associated with early and middle successional

stages, the ecologically significant results of long-term

environmental interactions are similar.

Habitat types are characterized by plant

associations, not by individual indicator species.

Differential (diagnostic) species combinations in the

understory flora are used to identify habitat types at

any successional stage, but they have meaning only in

the context of the specific habitat types or groups

being compared.

Forest habitat types in Menominee County can be

identified and interpreted using one of two field guides.

The field guide developed specifically for Menominee

County is the primary guide used in Tribal forest

management plans (Kotar and Burger, 1989). This

guide has since been incorporated into the second

edition of the “Field Guide to Forest Habitat Types of

Northern Wisconsin” (Kotar and others, 2002). Some

of the original habitat types have been redefined to

reflect conditions and applications on a more regional

basis and to improve understanding of their

characteristics.

Both guides provide keys to habitat type

identification based on the presence or absence of

differential understory species; describe the

characteristic understory species composition, the

common forest cover types, and the expected

successional trends; and summarize management

implications for each habitat type. Management

considerations include inherent site capability

(biological potential), potential responses to

disturbance, competition, successional trends,

potential cover types, and expected suitability and

productivity for specific tree species.

Although soil map units do not coincide exactly with

habitat types, there is a strong correlation between

them. Soil moisture and nutrient regimes are key

factors determining habitat type occurrence. Each soil

map unit can be consistently associated with one

dominant or two codominant habitat types. A dominant

habitat type is expected to be associated with the

given soil map unit at least 60 percent of the time. If

two codominant habitat types are assigned, the

expected combined frequency of occurrence is at least

70 percent and both are listed together. Depending on

site conditions, other habitat types may occur within a

soil map unit, but individually they have a relatively low
68 Soil Survey of

percentage of occurrence. Based on the ecological

potential of the soil rather than on the current forest

cover type, which may vary depending on stand

history, this correlation between soil map units and

forest habitat types provides forest managers with a

valuable tool in developing forest management plans.

The habitat types are listed in order of their

associated site moisture and nutrient status. Moisture

and nutrient status terms simply reflect an abstract

gradient as a means to compare one habitat type with

another. The moisture status range includes dry, drymesic, mesic, and wet-mesic. The nutrient status

range includes poor, medium, rich, and very rich.

Habitat types on the driest and poorest nutrient sites

are listed first.

The following paragraphs provide brief general

descriptions of the habitat types in Menominee County

(see table 10). Habitat types have been assigned to all

upland soils using both of the field guides. The

vegetative communities on lowland and wetland soils

are not addressed in either guide; therefore, no further

source of information is available other than what is

described in this survey. These soils have been

assigned vegetative categories based on soil

properties. The categories are indicated by the letter L

followed by letters referring to general soil properties.

For some map units, including miscellaneous areas, no

habitat type or vegetative category has been assigned.

The habitat types for upland soils are as follows:

PArVAo—Pinus strobus-Acer rubrum/Vaccinium

angustifolium-Apocynum androsaemifolium habitat

type (northern Wisconsin guide only). The common

name is White pine-Red maple/Low sweet blueberrySpreading dogbane. Timber stands dominated by pin

oak are common. This species is commonly mixed

with jack pine, white pine, red pine, and aspen. The

shrub layer commonly includes low sweet blueberry,

raspberry, sweet fern, hazel, blackberry, chokecherry,

and juneberry. The ground flora commonly includes

bracken fern, wild lily-of-the-valley, wintergreen,

spreading dogbane, starflower, rose, sedge, and wild

strawberry. Site characteristics include dry moisture

status and poor nutrient status. This habitat type is

mostly in areas of some of the Grayling soils in the

southeastern part of the county. It is related to the QV

habitat type in the Menominee guide.

QV—Quercus/Vaccinium habitat type (Menominee

guide only). The common name is Pin oak/Low sweet

blueberry. Timber stands dominated by pin oak are

common. This species is commonly mixed with jack

pine, white pine, red pine, and aspen. The shrub layer

commonly includes blackberry, raspberry, blueberry,

chokecherry, hazel, and juneberry. The ground flora

commonly includes bracken fern, spreading dogbane,

rose, sedge, wild lily-of-the-valley, and sweet fern. Site

characteristics include dry moisture status and poor

nutrient status. This habitat type is mostly in areas of

some of the Grayling soils in the southeastern part of

the county. It is related to the PArVAo habitat type in

the northern Wisconsin guide.

PArVPo—Pinus strobus-Acer rubrum/Vaccinium

angustifolium-Polygonatum pubescens habitat type

(northern Wisconsin guide only). The common name is

White pine-Red oak/Low sweet blueberry-Hairy

Solomon’s seal. Timber stands dominated by white

pine, jack pine, red pine, red oak, red maple, and

aspen are common. The shrub layer commonly

includes hazel, blackberry, low sweet blueberry,

chokecherry, juneberry, hawthorn, and bush

honeysuckle. The ground flora commonly includes

bracken fern, wild lily-of-the-valley, hairy Solomon’s

seal, whorled loosestrife, spreading dogbane,

starflower, sedge, and poison ivy. Site characteristics

include dry or dry-mesic moisture status and poor or

medium nutrient status. This habitat type is in areas of

Crex, Grayling, Mahtomedi, Shawano, and Wurtsmith

soils in the eastern part of the county. It is related to

the PMV(Q) habitat type in the Menominee guide.

PMV(Q)—Pinus/Maianthemum-Vaccinium

(Quercus ellipsoidalis phase) habitat type (Menominee

guide only). The common name is White pine/Wild lilyof-the-valley-Blueberries (northern pin oak phase).

Timber stands dominated by white pine, red maple,

red oak, and aspen are common. Most stands include

pin oak, red pine, and jack pine. The shrub layer

commonly includes hazel, maple-leaf viburnum, tick

trefoil, bush honeysuckle, blackberry, chokecherry,

hawthorn, and blueberry. The ground flora commonly

includes bracken fern, wild lily-of-the-valley, hairy

Solomon’s seal, shinleaf, early meadow rue, sedge,

and poison ivy. Site characteristics include dry-mesic

moisture status and poor or medium nutrient status.

This habitat type is in areas of Crex, Grayling,

Mahtomedi, Shawano, and Wurtsmith soils in the

eastern part of the county. It is related to the PArVPo

habitat type in the northern Wisconsin guide.

AVb—Acer saccharum/Viburnum acerifolium

habitat type (northern Wisconsin guide only). The

common name is Sugar maple/Maple-leaf viburnum.

Timber stands dominated by red maple, red oak,

American basswood, white ash, and aspen are

common. Most stands include white birch and white

pine. Sugar maple and American beech occur only in

the understory. The shrub layer commonly includes

hazel, maple-leaf viburnum, witchhazel, juneberry,

blackberry, and bush honeysuckle. The ground flora

commonly includes bracken fern, large-leaved aster,

wild sarsaparilla, trillium, hog peanut, round-lobed
Menominee County, Wisconsin 69

hepatica, false Solomon’s seal, starflower, wood

anemone, wild lily-of-the-valley, and pointed-leaf tick

trefoil. Site characteristics include dry-mesic moisture

status and medium or rich nutrient status. This habitat

type is mostly in areas of Aftad, Cress, Cromwell,

Frechette, Keshena, Mahtomedi, Menominee,

Moshawquit, Pecore, Perote, Rabe, Rosholt, Scott

Lake, Sunia, Tilleda, and Tourtillotte soils in the

eastern part of the county. It is related to the AQVib

and AQVib(Ha) habitat types in the Menominee guide.

AQVib—Acer-Quercus/Viburnum habitat type

(Menominee guide only). The common name is Sugar

maple-Red oak/Maple-leaf viburnum. Timber stands

dominated by mixtures of red oak, red maple, aspen,

and white pine are common. Sugar maple, basswood,

beech, and white ash are associated as part of the

understory in most stands. The shrub layer commonly

includes hazel, maple-leaf viburnum, and witchhazel.

The ground flora commonly includes bush

honeysuckle, trillium, starflower, wild lily-of-the-valley,

bracken fern, false Solomon’s seal, large-leaved aster,

and pointed-leaf tick trefoil. Site characteristics include

dry-mesic moisture status and medium nutrient status.

This habitat type is mostly in areas of Cress,

Cromwell, Mahtomedi, Moshawquit, Perote, Rabe,

Rosholt, Sunia, and Tourtillotte soils in the eastern part

of the county. It is related to the AVb habitat type in the

northern Wisconsin guide.

AQVib(Ha)—Acer-Quercus/Viburnum (Hamamelis

phase) habitat type (Menominee guide only). The

common name is Sugar maple-Red oak/Maple-leaf

viburnum (witchhazel phase). Timber stands

dominated by mixtures of red oak, red maple, aspen,

and white pine are common. Sugar maple, basswood,

beech, and white ash are associated as part of the

understory in most stands. The shrub layer commonly

includes hazel, maple-leaf viburnum, and witchhazel.

The ground flora commonly includes spinulose shield

fern, bristly greenbriar, sweet cicely, alternate-leaved

dogwood, early meadow rue, large-leaved aster, lady

fern, violet, pointed-leaf tick trefoil, and round-lobed

hepatica. Site characteristics include dry-mesic

moisture status and medium nutrient status. This

habitat type is mostly in areas of Frechette, Keshena,

Menominee, Morganlake, Pecore, Perote, and Tilleda

soils on the moraines in the eastern part of the county,

but it is also in areas of Aftad, Rosholt, and Scott Lake

soils in the central part of the county. It is related to the

AVb and AFVb habitat types in the northern Wisconsin

guide.

AFVb—Acer saccharum-Fagus grandifolia/

Viburnum acerifolium habitat type (northern Wisconsin

guide only). The common name is Sugar mapleAmerican beech/Maple-leaf viburnum. Timber stands

dominated by sugar maple, red oak, and aspen are

most common. American beech, basswood, white ash,

and red maple are in most stands. The shrub layer

commonly includes hazel, maple-leaf viburnum, and

witchhazel. The ground flora commonly includes

bracken fern, large-leaved aster, spinulose shield fern,

hog peanut, wild sarsaparilla, trillium, large-flowered

bellwort, false Solomon’s seal, starflower, violet, wild

lily-of-the-valley, hairy Solomon’s seal, Indian

cucumber root, and lady fern. Site characteristics

include dry-mesic or mesic moisture status and

medium or rich nutrient status. This habitat type is

primarily in areas of Aftad, Frechette, Kennan,

Keshena, Menominee, Neopit, Pecore, Perote, Rabe,

Rosholt, Scott Lake, and Tilleda soils in the eastern

part of the county and in areas of Kennan and Neopit

soils on drumlins in the central part of the county. It is

related to the AFVib and AQVib(Ha) habitat types in

the Menominee guide.

AFVib—Acer-Fagus/Viburnum habitat type

(Menominee guide only). The common name is Sugar

maple-American beech/Maple-leaf viburnum. Timber

stands dominated by sugar maple, red oak, red maple,

white ash, and American beech are common. The

shrub layer commonly includes maple-leaf viburnum.

The common ground flora includes starflower, violet,

wild lily-of-the-valley, false Solomon’s seal, hairy

Solomon’s seal, large-flowered bellwort, wild

sarsaparilla, spinulose shield fern, Indian cucumber

root, and lady fern. Site characteristics include drymesic or mesic moisture status and medium or rich

nutrient status. This habitat type is primarily in areas of

Frechette soils on the mountain moraines in the

eastern part of the county and in areas of Kennan and

Neopit soils on drumlins and Scott Lake soils in the

central part of the county. It is related to the AFVb

habitat type in the northern Wisconsin guide.

ATM—Acer saccharum-Tsuga canadensis/

Maianthemum canadense habitat type (Menominee

and northern Wisconsin guides). The common name is

Sugar maple-Eastern hemlock/Wild lily-of-the-valley.

On loamy sites, timber stands dominated by sugar

maple and aspen are common; eastern hemlock,

yellow birch, white ash, red maple, white pine, and red

oak are in most stands. On sandy sites, timber stands

dominated by eastern hemlock, red maple, yellow

birch, and aspen are common; sugar maple and white

pine are in most stands. The shrub layer commonly

includes hazel, alternate-leaved dogwood, American

fly honeysuckle, and bush honeysuckle. The ground

flora commonly includes wild lily-of-the-valley, largeleaved aster, wild sarsaparilla, bracken fern, clubmoss,

spinulose shield fern, lady fern, starflower, yellow

beadlily, ground pine, partridgeberry, rosy twistedstalk,
70 Soil Survey of

and wood anemone. Site characteristics include mesic

or dry-mesic moisture status and medium nutrient

status. This habitat type is mostly in the central and

western parts of the county in areas of Karlin,

Mequithy, Pence, and Tipler soils and in the central

and south-central parts of the county in areas of

Ishpeming, Rousseau, and Vilas soils.

ATFD—Acer saccharum-Tsuga canadensis-Fagus

grandifolia/Dryopteris spinulosa habitat type

(Menominee and northern Wisconsin guides). The

common name is Sugar maple-Eastern hemlockAmerican beech/Spinulose shield fern. Timber stands

dominated by sugar maple are common. Eastern

hemlock, American beech, basswood, white ash,

yellow birch, and red oak are in most stands. Red

maple and white birch stands also occur. The shrub

layer commonly includes gooseberry. The ground flora

commonly includes spinulose shield fern, hairy

Solomon’s seal, wild sarsaparilla, baneberry, rosy

twistedstalk, trillium, wild lily-of-the-valley,

partridgeberry, starflower, bracken fern, large-leaved

aster, and American fly honeysuckle. Site

characteristics include mesic moisture status and

medium or rich nutrient status. This habitat type

occurs in the eastern part of the county in areas of

Croswell, Lablatz, Neconish, Rousseau, and Vilas

soils.

ATDH—Acer saccharum-Tsuga canadensis/

Dryopteris spinulosa-Hydrophyllum virginianum habitat

type (Menominee and northern Wisconsin guides).

The common name is Sugar maple-Eastern hemlock/

Spinulose shield fern-Virginia waterleaf. Timber stands

dominated by sugar maple are common. Eastern

hemlock, basswood, white ash, and yellow birch are in

most stands. Red maple is typically a component of

stands on the wetter sites. The shrub layer commonly

includes gooseberry, hazel, blackberry, American fly

honeysuckle, and leatherwood. The ground flora

commonly includes spinulose shield fern, large-leaved

aster, wild lily-of-the-valley, trillium, wild sarsaparilla,

sweet cicely, jack-in-the-pulpit, large-flowered bellwort,

Virginia waterleaf, blue cohosh, sharp-lobed hepatica,

starflower, clubmoss, violet, red elderberry, and yellow

beadlily. Site characteristics include mesic moisture

status and rich nutrient status. This habitat type

commonly is in the western part of the county in areas

of Karlin, Padus, Padwet, and Tipler soils. It is also in

areas of Annalake, Moodig, and Noseum soils that

have a seasonal zone of saturation close to the

surface.

AFAd—Acer saccharum-Fagus grandifolia/

Adiantum pedatum habitat type (Menominee and

northern Wisconsin guides). The common name is

Sugar maple-American beech/Maidenhair fern. Timber

stands dominated by sugar maple are most common.

American beech, basswood, red oak, white ash, and

bitternut hickory are in most stands. The shrub layer

commonly includes gooseberry and leatherwood. The

ground flora commonly includes sharp-lobed hepatica,

maidenhair fern, Virginia waterleaf, bloodroot,

baneberry, large-flowered bellwort, trillium, false

Solomon’s seal, sweet cicely, violet, blue cohosh,

miterwort, hairy Solomon’s seal, and lady fern. Site

characteristics include dry-mesic or mesic moisture

status and rich or very rich nutrient status. This habitat

type typically is in areas of Frechette soils on the

westernmost mountain moraine in the east-central

part of the county.

AH—Acer saccharum/Hydrophyllum virginianum

habitat type (Menominee and northern Wisconsin

guides). The common name is Sugar maple/Virginia

waterleaf. Timber stands dominated by sugar maple

are common. Basswood, white ash, red maple, red

oak, and yellow birch are in most stands. The shrub

layer commonly includes gooseberry, leatherwood, red

elderberry, and alternate-leaved dogwood. The ground

flora commonly includes Virginia waterleaf, blue

cohosh, bloodroot, maidenhair fern, sweet cicely, lady

fern, downy yellow violet, early meadow rue, largeflowered bellwort, trillium, large-leaved aster, sharplobed hepatica, spinulose shield fern, wood nettle,

hairy Solomon’s seal, and wild leek. Site

characteristics include mesic moisture status and rich

or very rich nutrient status. This habitat type is

primarily in areas of Annalake and Antigo soils and in

some areas of Kennan and Neopit soils in the western

part of the county.

ATAtOn—Acer saccharum-Tsuga canadensis/

Athyrium filix-femina-Onoclea sensibilis habitat type

(northern Wisconsin guide only). The common name is

Sugar maple-Eastern hemlock/Lady fern-Sensitive

fern. Timber stands dominated by sugar maple, red

maple, and aspen are common. Eastern hemlock,

yellow birch, basswood, white ash, and black ash are

in most stands. The shrub layer commonly includes

hazel, blackberry, gooseberry, and dwarf raspberry.

The ground flora is dominated by lady fern and

spinulose shield fern but commonly includes beech

fern, oak fern, sensitive fern, interrupted fern, largeleaved aster, wild sarsaparilla, Virginia creeper, wild

lily-of-the-valley, horsetails, and jack-in-the-pulpit. Site

characteristics include mesic or wet-mesic moisture

status and medium nutrient status. This habitat type is

mostly in areas of Peshtigo soils in the eastern part of

the county. It has no counterpart in the Menominee

guide.

TMC—Tsuga canadensis/Maianthemum

canadense-Coptis groenlandica habitat type (northern
Menominee County, Wisconsin 71

Wisconsin guide). The common name is Eastern

hemlock/Wild lily-of-the-valley-Goldthread. Timber

stands dominated by eastern hemlock, red maple,

balsam fir, and sugar maple are common. White birch,

yellow birch, white spruce, and white pine are in most

stands. The shrub layer commonly includes hazel,

American fly honeysuckle, bush honeysuckle,

blackberry, and raspberry. The ground flora commonly

includes goldthread, wild lily-of-the-valley, starflower,

bunchberry, clubmoss, yellow beadlily, large-leaved

aster, wild sarsaparilla, bracken fern, spinulose shield

fern, wood sorrel, violet, and lady fern. Site

characteristics include mesic or wet-mesic moisture

status and medium nutrient status. This habitat type is

mostly in the central and western parts of the county

in areas of Ingalls, Lablatz, Moodig, Robago, Wayka,

Worcester, and Wormet soils. All of the soils have a

seasonal zone of saturation that restricts rooting

depth, and cradle-knolls resulting from the windthrow

of trees are common. This habitat type is related to the

TMC habitat type in the Menominee guide.

TMC—Tsuga/Maianthemum-Coptis habitat type

(Menominee guide only). The common name is

Eastern hemlock/Wild lily-of-the-valley-Goldthread.

Timber stands dominated by eastern hemlock are

common. Yellow birch, white pine, red maple, sugar

maple, balsam fir, and white cedar are in most stands.

Basswood and white ash are in many stands. The

shrub layer commonly includes mountain maple and

Canada yew. The ground flora commonly includes wild

lily-of-the-valley, goldthread, spinulose shield fern,

shining clubmoss, yellow beadlily, wood sorrel,

bunchberry, and starflower. On loamy sites, violet and

lady fern are common. On sandy sites, blueberry,

bracken fern, ground pine, and wintergreen are

common. Site characteristics include mesic or wetmesic moisture status and poor or medium nutrient

status. This habitat type is in the central and western

parts of the county in areas of Ingalls, Lablatz,

Moodig, Robago, Wayka, Worcester, and Wormet soils

and in the central and eastern parts of the county in

areas of Au Gres, Iosco, and Wainola soils. All of the

soils have a seasonal zone of saturation that restricts

rooting depth, and cradle-knolls resulting from the

windthrow of trees are common. This habitat type is

related to the TMC and ArAbVC habitat types in the

northern Wisconsin guide.

ArAbVC—Acer rubrum-Abies balsamea/Vaccinium

spp.-Coptis groenlandica habitat type (northern

Wisconsin guide only). The common name is Red

maple-Balsam fir/Blueberries-Goldthread. Timber

stands dominated by red maple, balsam fir, white pine,

red pine, and aspen are common. White birch and

white spruce are in most stands. The shrub layer

commonly includes blueberry, hazel, blackberry,

juneberry, and bush honeysuckle. The ground flora

commonly includes bracken fern, large-leaved aster,

wild sarsaparilla, wild lily-of-the-valley, starflower,

yellow beadlily, spinulose shield fern, clubmoss,

bunchberry, goldthread, ground pine, and wintergreen.

Site characteristics include mesic or wet-mesic

moisture status and poor nutrient status. This habitat

type is mostly in the central and eastern parts of the

county in areas of Au Gres, Iosco, and Wainola soils.

All of the soils have a seasonal zone of saturation that

restricts rooting depth, and cradle-knolls resulting from

the windthrow of trees are common. This habitat type

is related to the TMC habitat type in the Menominee

guide.

The vegetative categories for lowland soils are as

follows:

Llmin—Lowland-Loamy mineral soils. This

vegetative community occurs in areas of wet, loamy

mineral soils, such as Minocqua soils, in depressions,

mostly in the central and western parts of the county.

These soils have not been assigned a habitat type.

They commonly support timber stands dominated by

black ash, red maple, yellow birch, and eastern

hemlock. The ground flora commonly includes sedge,

goldthread, marsh shield fern, sphagnum moss,

impatiens, starflower, wild lily-of-the-valley, and yellow

beadlily.

Lsmin—Lowland-Sandy mineral soils. This

vegetative community occurs in areas of wet, sandy

mineral soils, such as Roscommon soils, in

depressions, mostly in the central and eastern parts of

the county. These soils have not been assigned a

habitat type. They commonly support sparse timber

stands dominated by quaking aspen, paper birch, and

red maple. The ground flora commonly includes

cinnamon fern, sedge, dewberry, goldthread, marsh

shield fern, bunchberry, sphagnum moss, tag alder,

and redosier dogwood.

Laor—Lowland-Acid organic soils. This vegetative

community occurs in areas of acid organic soils, such

as Loxley soils, in bogs throughout the county. These

soils have not been assigned a habitat type. They

commonly do not support trees of merchantable size

or quality. The timber stands consist mostly of widely

spaced and stunted black spruce and tamarack. The

ground flora commonly includes sphagnum moss,

leatherleaf, and bog laurel.

Lnor—Lowland-Nonacid organic soils. This

vegetative community occurs in areas of nonacid

organic soils, such as Cathro, Lupton, and Markey

soils, in depressions throughout the county. These

soils have not been assigned a habitat type. They

commonly support timber stands dominated by
72 Soil Survey of

northern whitecedar, tamarack, and balsam fir. The

ground flora commonly includes sphagnum moss,

goldthread, bunchberry, tag alder, marsh shield fern,

starflower, naked miterwort, cinnamon fern, yellow

beadlily, wild lily-of-the-valley, and wood sorrel.

Crops and Pasture

General management needed for crops and for hay

and pasture is suggested in this section. Also, prime

farmland is defined.

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.

Historically, as much as about 1,500 acres of the

county has been used as cropland. In 1997, according

to the USDA Farm Service Agency, about 550 acres in

Menominee County was used for crops and pasture.

About 50 acres was pasture. About 380 acres of the

harvested cropland was used for hay, 4 acres for oats,

and 80 acres for corn.

A large part of the cropland is used for the

production of forage hay, oats, and corn to support the

dairy industry. The hay crop is commonly a mixture of

bromegrass and timothy in areas where the soils are

well drained. The acreage used for hay, corn, and oats

has remained relatively stable for many years.

The soils in Menominee County vary in their

suitability for specialty crops. Special, more intensive

management commonly is needed if specialty crops

are grown. The latest information about growing

specialty crops can be obtained from the local office of

the Cooperative Extension Service.

The soils in Menominee County have good potential

for increased production of farm crops. Applying

proper conservation measures can help to maintain

productivity, reduce the hazard of erosion, and help to

protect water quality. Food production could be

increased considerably by applying the latest crop

production technology to all of the cropland in the

county. This soil survey can greatly facilitate the

application of such technology.

Management varies on the different kinds of soil in

Menominee County. Basic management, however, is

needed on practically all of the soils. It includes

controlling erosion; providing an adequate drainage

system; maintaining fertility; maintaining or improving

tilth; preparing a good seedbed; and timely planting,

harvesting, and pest-control measures. Basic

management of pasture includes proper stocking

rates; rotation grazing; pasture renovation; clipping or

mowing, which removes weeds and brush and

encourages uniform regrowth and grazing; and

restricted use during periods when the soil can be

damaged by grazing. Crop yields and the kinds of

crops that can be grown are limited by the frost

hazard, a short growing season, and cool

temperatures.

The paragraphs that follow describe the main

concerns in managing the cropland and pasture in the

county. These concerns are water erosion, wind

erosion, drainage, fertility, and tilth.

Water erosion is generally a hazard in areas

where the slope is more than 2 percent. Erosion is a

problem in areas where erodible soils are used for

row crops. Erosion-control measures provide a

protective cover, help to control runoff rates, increase

the rate of water infiltration, and divert runoff from

critical areas.

Wind erosion is a hazard on soils that have a

surface layer of loamy sand, sandy loam, fine sandy

loam, or muck. Most areas of these soils, however,

currently have a protective cover of vegetation. Wind

erosion can damage the soils in a short time if winds

are strong and the soils are dry and bare of

vegetation. Field borders, field windbreaks, and

vegetative wind barriers help to prevent the damage

caused by wind erosion. They also conserve moisture.

Conservation tillage, cover crops, green manure

crops, crop residue management, a cropping

sequence that includes grasses and legumes, regular

additions of manure, and tillage methods that keep the

surface rough also help to control soil blowing and

conserve the water available for plant growth.

Information about the design of measures that

control water erosion and wind erosion on each kind of

soil is provided in the Field Office Technical Guide,

which is available at the local office of the Natural

Resources Conservation Service.

Drainage is a major management concern on much

of the acreage used for crops and pasture. Most of the

wetter areas are not farmed. The poorly drained and

very poorly drained soils generally are not farmed. The

somewhat poorly drained soils are mostly used for

nonfarm purposes, primarily forest land.

Small areas of wetter soils are included with the

moderately well drained soils in mapping. A drainage

system is needed in some of these included areas to

promote uniform drying.

Surface drainage systems provide for the orderly

removal of the excess surface water resulting from

spring runoff or heavy rains. A surface drainage

system can improve the growing conditions for most

crops. Information about the design of drainage

systems for each kind of soil is provided in the Field

Office Technical Guide, which is available at local
Menominee County, Wisconsin 73

offices of the Natural Resources Conservation

Service.

Soil fertility is naturally low in the sandy Au Gres,

Croswell, Crex, Grayling, Mahtomedi, Rousseau,

Shawano, Vilas, Wainola, and Wurtsmith soils. Some

of the most fertile soils in the county are the very

deep, silty soils, such as Antigo, Kennan, and Neopit

soils, or the deep, loamy soils, such as Aftad, Annalake,

Keshena, Moodig, Padus, Peshtigo, and Tilleda soils,

which have a high available water capacity.

Fertility can be improved by applying nutrients. The

response to additions of plant nutrients is limited on

most of the soils, however, because of acid soil

conditions, wetness, low available water content

during dry periods, or a combination of these soil

properties. Most of the soils have a low supply of

potassium. Applications of nitrogen, phosphorus, and

potassium generally are needed. Applications of sulfur

are beneficial on the sandy soils.

Fertility also can be improved or maintained by

using measures that add organic material to the soil.

Examples are applying barnyard manure, plowing a

green manure crop under, and returning crop residue

to the soil.

All of the cropped soils in the county are naturally

acid. Applications of lime are needed to raise the pH

level sufficiently for good growth of crops that grow

best on nearly neutral soils.

On all soils, additions of lime and fertilizer should be

based on the results of soil tests, on the needs of the

crop, and on the expected level of yields. The

Cooperative Extension Service can help in

determining the kinds and amounts of fertilizer and

lime needed.

Soil tilth is an important factor affecting the

germination of seeds, the emergence of seedlings,

and the infiltration of water into the soil. Soils that have

good tilth are granular and porous. Tilth generally is

good in the soils in Menominee County if the surface

layer has a high or very high content of organic matter

or is loamy sand, sandy loam, fine sandy loam, or

loam.

Most of the cropped soils in the county have a

surface layer of loam that has a moderate or

moderately low content of organic matter. Cover crops,

green manure crops, crop residue management, a

cropping sequence that includes grasses and

legumes, regular additions of manure, and mulching

improve soil structure.

Surface stones are common in some areas of

Kennan, Mequithy, Moodig, Neopit, and Wayka soils,

which formed wholly or partly in glacial till. These

areas cannot be tilled unless the stones are removed.

Prime Farmland

Prime farmland is of major importance in meeting

the Nation’s short- and long-range needs for food and

fiber. The acreage of high-quality farmland is limited,

and the U.S. Department of Agriculture recognizes

that government at local, State, and Federal levels, as

well as individuals, must encourage and facilitate the

wise use of our Nation’s prime farmland.

Prime farmland soils, as defined by the U.S.

Department of Agriculture, are soils that are best

suited to food, feed, forage, fiber, and oilseed crops.

Such soils have properties that favor the economic

production of sustained high yields of crops. The soils

need only to be treated and managed by acceptable

farming methods. An adequate moisture supply and a

sufficiently long growing season are required. Prime

farmland soils produce the highest yields with minimal

expenditure of energy and economic resources, and

farming these soils results in the least damage to the

environment.

Prime farmland soils may presently be used as

cropland, pasture, or forest land or for other purposes.

They either are used for food and fiber or are available

for these uses. Urban or built-up land, public land, and

water areas cannot be considered prime farmland.

Urban or built-up land is any contiguous unit of land 10

acres or more in size that is used for such purposes

as housing, industrial, and commercial sites, sites for

institutions or public buildings, small parks, golf

courses, cemeteries, railroad yards, airports, sanitary

landfills, sewage treatment plants, and water-control

structures. Public land is land not available for farming

in national forests, national parks, military

reservations, and state parks.

Prime farmland soils commonly receive an

adequate and dependable supply of moisture from

precipitation or irrigation. The temperature and growing

season are favorable, and the level of acidity or

alkalinity and the content of salts and sodium are

acceptable. The soils have few, if any, rocks and are

permeable to water and air. They are not excessively

erodible or saturated with water for long periods, and

they are not frequently flooded during the growing

season or are protected from flooding. Slopes range

mainly from 0 to 6 percent.

Soils in which a zone with a wet soil moisture status

is high in the profile or soils that are subject to flooding

may qualify as prime farmland where these limitations

are overcome by drainage measures or flood control.

Onsite evaluation is necessary to determine the

effectiveness of corrective measures. More information

about the criteria for prime farmland can be obtained
74 Soil Survey of

at the local office of the Natural Resources

Conservation Service.

A recent trend in land use has been the conversion

of prime farmland to urban and industrial uses. The

loss of prime farmland to other uses puts pressure on

lands that are less productive than prime farmland.

About 49,370 acres, or 21 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 11.

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.”

Recreation

Menominee County provides many opportunities for

outdoor recreation for its local population and for the

seasonal influx of tourists and vacationers. Because

the county is also a reservation, there is limited

access to the general public. The major attractions are

the many species of fish and wildlife, the scenic wild

river landscapes, and the many lakes and streams.

About 93.4 percent of the forest land in the county

is under Menominee Tribal Enterprises (MTE)

management. General public access is provided on

Legend Lake, and rafting and kayaking are available

on the upper parts of the Wolf River (fig. 6).

Fish and other wildlife resources are plentiful and

readily available for fishing, hunting, trapping, and

viewing. Conservation of wildlife habitat is vitally

important if the county is to continue providing

recreational opportunities. MTE does manage the

forest land for increased wildlife populations.

Forest land resources are used for recreational

activities, such as hunting, hiking, picnicking,

gathering, horseback riding, and limited use of allterrain vehicles and snowmobiles. Many paths and

trails, including old logging and tote roads, meander

through the forest. Many trails are available to the

public for hiking.

Most water resources are used for fishing,

swimming, trapping, and waterfowl hunting. Legend

Lake provides fishing, canoeing, boating, sailing, water

skiing, jet skiing, and swimming. Skating and

snowmobiling are available in the winter, and all-terrain

vehicles can be used.

Menominee County has many miles of water

frontage along Legend, LaMotte, Moshawquit, and

Round Lakes. This frontage area is developed and

used for summer and year-round homes. Big Smokey

Falls and Shotgun Eddy’s provide access to the Wolf

River for rafting and kayaking.

The soils of the survey area are rated in tables 12a

and 12b 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 12a and 12b 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,
Menominee County, Wisconsin 75

stabilizing roads and intensively used areas, and

installing sanitary facilities and utility lines. Camp

areas are subject to heavy foot traffic and some

vehicular traffic. The ratings are based on the soil

properties that affect the ease of developing camp

areas and the performance of the areas after

development. Slope, stoniness, and depth to bedrock

or a cemented pan are the main concerns affecting

the development of camp areas. The soil properties

that affect the performance of the areas after

development are those that influence trafficability and

promote the growth of vegetation, especially in heavily

used areas. For good trafficability, the surface of camp

areas should absorb rainfall readily, remain firm under

heavy foot traffic, and not be dusty when dry. The soil

properties that influence trafficability are texture of the

surface layer, depth to a zone in which the soil

moisture status is wet, ponding, flooding, permeability,

and large stones. The soil properties that affect the

growth of plants are depth to bedrock or a cemented

pan, permeability, and toxic substances in the soil.

Picnic areas are subject to heavy foot traffic. Most

vehicular traffic is confined to access roads and

parking areas. The ratings are based on the soil

properties that affect the ease of developing picnic

areas and that influence trafficability and the growth of

vegetation after development. Slope and stoniness are

the main concerns affecting the development of picnic

Figure 6.—White-water rafting on the Wolf River, which is also used for fishing, kayaking, and swimming.
76 Soil Survey of

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,

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

Menominee County supports numerous wildlife

species because of the habitat diversity provided by

wetland, woodland, cropland, open water, and remote

areas. The rare mammals in the remote areas include

gray wolf, fisher, and bobcat. The common mammals

are white-tailed deer, black bear, coyote, red fox,

porcupine, beaver, snowshoe hare, otter, raccoon,

skunk, gray squirrel, muskrat, mink, cottontail, and

many small mammals.

Ruffed grouse, woodcock, and wild turkeys are the

common woodland game birds. Crows, ravens, hawks,

owls, woodpeckers, and a variety of songbirds also

inhabit the woodland. Redwing blackbirds, sparrows,

bobolinks, and meadowlarks are common in the

limited areas of cropland. The areas of surface water

attract a variety of birds, including wood duck, teal,

mallard, geese, herons, shore birds, loons, bald

eagles, and ospreys.

The many lakes, impoundments, and streams

support many species of fish, including muskellunge,

lake sturgeon, trout, northern pike, walleye,

largemouth bass, smallmouth bass, and panfish, such

as perch, sunfish, bluegill, crappie, and pumpkinseed.

Areas of the poorly drained or very poorly drained

Cathro, Loxley, Lupton, Markey, Minocqua, and

Roscommon soils provide good habitat for wetland

wildlife (fig. 7). These areas occur as brushy wetlands,

freshwater marshes, meadows, or wooded swamps.

They provide the diversity of habitat needed by many

species of wildlife.

Increasing the supply of food and water and the

amount of cover can enhance wildlife habitat on many

of the soils in Menominee County (fig. 8). Large stands

of upland hardwoods can be enhanced as wildlife

habitat by using logging methods that create brushy

areas and by planting clumps of conifers near trails

and clearings. Creating impoundments in

drainageways improves habitat for waterfowl and

furbearers. Management that preserves den trees,

favors the production of herbaceous vegetation and

shrubs, provides seedlings and saplings for browse,

and favors oak trees for the production of mast also

can improve the habitat. Protection from fire helps to

preserve the woodland 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
Menominee County, Wisconsin 77

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 13, 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

Figure 7.—A beaver impoundment in an area of Lupton, Markey, and Cathro mucks, 0 to 1 percent slopes.
78 Soil Survey of

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, 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, clover, alfalfa, 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 bluegrass, blueberry,

goldenrod, lambsquarters, blackberry, ragweed, foxtail,

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

Figure 8.—A small area of Cromwell sandy loam, 0 to 6 percent slopes, that has been cleared and seeded to grasses for

improvement of wildlife habitat.
Menominee County, Wisconsin 79

growth of hardwood trees and shrubs are depth of the

root zone, available water capacity, and wetness.

Examples of these plants are oak, aspen, hickory,

birch, maple, and willow. Examples of fruit-producing

shrubs that are suitable for planting on soils rated

good are dogwood, hazelnut, elderberry, gooseberry,

and viburnum.

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, balsam fir, Canada yew, and

hemlock.

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, cattail, and

cordgrass.

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 bobolink, meadowlark, song 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, woodcock, thrushes, woodpeckers, owls,

squirrels, porcupine, snowshoe hare, raccoon, bobcat,

coyote, 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.

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
80 Soil Survey of

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 14a and

14b show the degree and kind of soil limitations that

affect dwellings with and without basements, small

commercial buildings, local roads and streets, shallow

excavations, and lawns and landscaping.

The ratings in the tables are both verbal and

numerical. Rating class terms indicate the extent to

which the soils are limited by all of the soil features

that affect building site development. Not limited

indicates that the soil has features that are very

favorable for the specified use. Good performance and

very low maintenance can be expected. Somewhat

limited indicates that the soil has features that are

moderately favorable for the specified use. The

limitations can be overcome or minimized by special

planning, design, or installation. Fair performance and

moderate maintenance can be expected. Very limited

indicates that the soil has one or more features that

are unfavorable for the specified use. The limitations

generally cannot be overcome without major soil

reclamation, special design, or expensive installation

procedures. Poor performance and high maintenance

can be expected.

Numerical ratings in the tables indicate the severity

of individual limitations. The ratings are shown as

decimal fractions ranging from 0.01 to 1.00. They

indicate gradations between the point at which a soil

feature has the greatest negative impact on the use

(1.00) and the point at which the soil feature is not a

limitation (0.00).

Dwellings are single-family houses of three stories

or less. For dwellings without basements, the

foundation is assumed to consist of spread footings of

reinforced concrete built on undisturbed soil at a depth

of 2 feet or at the depth of maximum frost penetration,

whichever is deeper. For dwellings with basements,

the foundation is assumed to consist of spread

footings of reinforced concrete built on undisturbed soil

at a depth of about 7 feet. The ratings for dwellings are

based on the soil properties that affect the capacity of

the soil to support a load without movement and on

the properties that affect excavation and construction

costs. The properties that affect the load-supporting

capacity include depth to a zone in which the soil

moisture status is wet, ponding, flooding, subsidence,

linear extensibility (shrink-swell potential), and

compressibility. Compressibility is inferred from the

Unified classification. The properties that affect the

ease and amount of excavation include depth to a

zone in which the soil moisture status is wet, ponding,

flooding, slope, depth to bedrock or a cemented pan,

hardness of bedrock or a cemented pan, and the

amount and size of rock fragments.

Small commercial buildings are structures that are

less than three stories high and do not have

basements. The foundation is assumed to consist of

spread footings of reinforced concrete built on

undisturbed soil at a depth of 2 feet or at the depth of

maximum frost penetration, whichever is deeper. The

ratings are based on the soil properties that affect the

capacity of the soil to support a load without

movement and on the properties that affect excavation

and construction costs. The properties that affect the

load-supporting capacity include depth to a zone in

which the soil moisture status is wet, ponding,

flooding, subsidence, linear extensibility (shrink-swell

potential), and compressibility (which is inferred from

the Unified classification). The properties that affect

the ease and amount of excavation include flooding,

depth to a zone in which the soil moisture status is

wet, ponding, slope, depth to bedrock or a cemented

pan, hardness of bedrock or a cemented pan, and the

amount and size of rock fragments.

Local roads and streets have an all-weather surface

and carry automobile and light truck traffic all year.

They have a subgrade of cut or fill soil material; a base

of gravel, crushed rock, or soil material stabilized by

lime or cement; and a surface of flexible material

(asphalt), rigid material (concrete), or gravel with a

binder. The ratings are based on the soil properties

that affect the ease of excavation and grading and the

traffic-supporting capacity. The properties that affect

the ease of excavation and grading are depth to

bedrock or a cemented pan, hardness of bedrock or a

cemented pan, depth to a zone in which the soil

moisture status is wet, ponding, flooding, the amount
Menominee County, Wisconsin 81

of large stones, and slope. The properties that affect

the traffic-supporting capacity are soil strength (as

inferred from the AASHTO group index number),

subsidence, linear extensibility (shrink-swell potential),

the potential for frost action, depth to a zone in which

the soil moisture status is wet, and ponding.

Shallow excavations are trenches or holes dug to a

maximum depth of 5 or 6 feet for graves, utility lines,

open ditches, or other purposes. The ratings are

based on the soil properties that influence the ease of

digging and the resistance to sloughing. Depth to

bedrock or a cemented pan, hardness of bedrock or a

cemented pan, the amount of large stones, and dense

layers influence the ease of digging, filling, and

compacting. Depth to a seasonal zone in which the

soil moisture status is wet, flooding, and ponding may

restrict the period when excavations can be made.

Slope influences the ease of using machinery. Soil

texture, depth to a zone in which the soil moisture

status is wet, and linear extensibility (shrink-swell

potential) influence the resistance to sloughing.

Lawns and landscaping require soils on which turf

and ornamental trees and shrubs can be established

and maintained. Irrigation is not considered in the

ratings. The ratings are based on the soil properties

that affect plant growth and trafficability after

vegetation is established. The properties that affect

plant growth are reaction; depth to a zone in which the

soil moisture status is wet; ponding; depth to bedrock

or a cemented pan; the available water capacity in the

upper 40 inches; the content of salts, sodium, or

calcium carbonate; and sulfidic materials. The

properties that affect trafficability are flooding, depth to

a zone in which the soil moisture status is wet,

ponding, slope, stoniness, and the amount of sand,

clay, or organic matter in the surface layer.

Sanitary Facilities

Tables 15a and 15b show the degree and kind of

soil limitations that affect septic tank absorption fields,

sewage lagoons, sanitary landfills, and daily cover for

landfill. The ratings are both verbal and numerical.

Rating class terms indicate the extent to which the

soils are limited by all of the soil features that affect

these uses. Not limited indicates that the soil has

features that are very favorable for the specified use.

Good performance and very low maintenance can be

expected. Somewhat limited indicates that the soil has

features that are moderately favorable for the specified

use. The limitations can be overcome or minimized by

special planning, design, or installation. Fair

performance and moderate maintenance can be

expected. Very limited indicates that the soil has one

or more features that are unfavorable for the specified

use. The limitations generally cannot be overcome

without major soil reclamation, special design, or

expensive installation procedures. Poor performance

and high maintenance can be expected.

Numerical ratings in the tables indicate the severity

of individual limitations. The ratings are shown as

decimal fractions ranging from 0.01 to 1.00. They

indicate gradations between the point at which a soil

feature has the greatest negative impact on the use

(1.00) and the point at which the soil feature is not a

limitation (0.00).

Septic tank absorption fields are areas in which

effluent from a septic tank is distributed into the soil

through subsurface tiles or perforated pipe. Only that

part of the soil between depths of 24 and 60 inches is

evaluated. The ratings are based on the soil properties

that affect absorption of the effluent, construction and

maintenance of the system, and public health.

Permeability, depth to a zone in which the soil

moisture status is wet, ponding, depth to bedrock or a

cemented pan, and flooding affect absorption of the

effluent. Stones and boulders, ice, and bedrock or a

cemented pan interfere with installation. Subsidence

interferes with installation and maintenance. Excessive

slope may cause lateral seepage and surfacing of the

effluent in downslope areas.

Some soils are underlain by loose sand and gravel

or fractured bedrock at a depth of less than 4 feet

below the distribution lines. In these soils the

absorption field may not adequately filter the effluent,

particularly when the system is new. As a result, the

ground water may become contaminated.

Sewage lagoons are shallow ponds constructed to

hold sewage while aerobic bacteria decompose the

solid and liquid wastes. Lagoons should have a nearly

level floor surrounded by cut slopes or embankments

of compacted soil. Nearly impervious soil material for

the lagoon floor and sides is required to minimize

seepage and contamination of ground water.

Considered in the ratings are slope, permeability,

depth to a zone in which the soil moisture status is

wet, ponding, depth to bedrock or a cemented pan,

flooding, large stones, and content of organic matter.

Soil permeability is a critical property affecting the

suitability for sewage lagoons. Most porous soils

eventually become sealed when they are used as sites

for sewage lagoons. Until sealing occurs, however, the

hazard of pollution is severe. Soils that have a

permeability rate of more than 2 inches per hour are

too porous for the proper functioning of sewage

lagoons. In these soils, seepage of the effluent can

result in contamination of the ground water. Groundwater contamination is also a hazard if fractured
82 Soil Survey of

bedrock is within a depth of 40 inches, if a saturated

zone is high enough to raise the level of sewage in the

lagoon, or if floodwater overtops the lagoon.

A high content of organic matter is detrimental to

proper functioning of the lagoon because it inhibits

aerobic activity. Slope, bedrock, and cemented pans

can cause construction problems, and large stones

can hinder compaction of the lagoon floor. If the

lagoon is to be uniformly deep throughout, the slope

must be gentle enough and the soil material must be

thick enough over bedrock or a cemented pan to make

land smoothing practical.

A trench sanitary landfill is an area where solid

waste is placed in successive layers in an excavated

trench. The waste is spread, compacted, and covered

daily with a thin layer of soil excavated at the site.

When the trench is full, a final cover of soil material at

least 2 feet thick is placed over the landfill. The ratings

in the table are based on the soil properties that affect

the risk of pollution, the ease of excavation,

trafficability, and revegetation. These properties

include permeability, depth to bedrock or a cemented

pan, depth to a zone in which the soil moisture status

is wet, ponding, slope, flooding, texture, stones and

boulders, highly organic layers, soil reaction, and

content of salts and sodium. Unless otherwise stated,

the ratings apply only to that part of the soil within a

depth of about 6 feet. For deeper trenches, onsite

investigation may be needed.

Hard, nonrippable bedrock, creviced bedrock, or

highly permeable strata in or directly below the

proposed trench bottom can affect the ease of

excavation and the hazard of ground-water pollution.

Slope affects construction of the trenches and the

movement of surface water around the landfill. It also

affects the construction and performance of roads in

areas of the landfill.

Soil texture and consistence affect the ease with

which the trench is dug and the ease with which the

soil can be used as daily or final cover. They

determine the workability of the soil when dry and

when wet. Soils that are plastic and sticky when wet

are difficult to excavate, grade, or compact and are

difficult to place as a uniformly thick cover over a layer

of refuse.

The soil material used as the final cover for a trench

landfill should be suitable for plants. It should not have

excess sodium or salts and should not be too acid.

The surface layer generally has the best workability,

the highest content of organic matter, and the best

potential for plants. Material from the surface layer

should be stockpiled for use as the final cover.

In an area sanitary landfill, solid waste is placed in

successive layers on the surface of the soil. The waste

is spread, compacted, and covered daily with a thin

layer of soil from a source away from the site. A final

cover of soil material at least 2 feet thick is placed over

the completed landfill. The ratings in the table are

based on the soil properties that affect trafficability and

the risk of pollution. These properties include flooding,

permeability, depth to a zone in which the soil moisture

status is wet, ponding, slope, and depth to bedrock or

a cemented pan.

Flooding is a serious problem because it can result

in pollution in areas downstream from the landfill. If

permeability is too rapid or if fractured bedrock, a

fractured cemented pan, or a saturated zone is close

to the surface, the leachate can contaminate the water

supply. Slope is a consideration because of the extra

grading required to maintain roads in the steeper

areas of the landfill. Also, leachate may flow along the

surface of the soils in the steeper areas and cause

difficult seepage problems.

Daily cover for landfill is the soil material that is

used to cover compacted solid waste in an area

sanitary landfill. The soil material is obtained offsite,

transported to the landfill, and spread over the waste.

The ratings in the table also apply to the final cover for

a landfill. They are based on the soil properties that

affect workability, the ease of digging, and the ease of

moving and spreading the material over the refuse

daily during wet and dry periods. These properties

include soil texture, depth to a zone in which the soil

moisture status is wet, ponding, rock fragments, slope,

depth to bedrock or a cemented pan, reaction, and

content of salts, sodium, or lime.

Loamy or silty soils that are free of large stones and

excess gravel are the best cover for a landfill. Clayey

soils may be sticky and difficult to spread; sandy soils

are subject to wind erosion.

Slope affects the ease of excavation and of moving

the cover material. Also, it can influence runoff,

erosion, and reclamation of the borrow area.

After soil material has been removed, the soil

material remaining in the borrow area must be thick

enough over bedrock, a cemented pan, or a saturated

zone to permit revegetation. The soil material used as

the final cover for a landfill should be suitable for

plants. It should not have excess sodium, salts, or lime

and should not be too acid.

Construction Materials

Tables 16a and 16b 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.
Menominee County, Wisconsin 83

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 16a, 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 as possible, probable, or

improbable sources of gravel and are rated good, fair,

or poor as potential sources of sand. In this table,

gravel is defined as particles ranging from 0.2 inch to

3.0 inches in diameter. Soils rated as a possible

source of gravel contain at least 25 percent gravel, by

weight. Soils rated as a probable source contain at

least 50 percent gravel, by weight. For sand, a rating

of good or fair means that the source material is likely

to be in or below the soil. For both sand and gravel,

the bottom layer and the thickest layer of the soils are

assigned numerical ratings. These ratings indicate the

likelihood that the layer is a source of sand or gravel.

The number 0.00 indicates that the layer is a poor

source. The number 1.00 indicates that the layer is a

good source. A number between 0.00 and 1.00

indicates the degree to which the layer is a likely

source.

The soils are rated good, fair, or poor as potential

sources of reclamation material, roadfill, and topsoil.

The features that limit the soils as sources of these

materials are specified in the tables. The numerical

ratings given after the specified features indicate the

degree to which the features limit the soils as sources

of reclamation material, roadfill, or topsoil. The lower

the number, the greater the limitation.

Reclamation material is used in areas that have

been drastically disturbed by surface mining or similar

activities. When these areas are reclaimed, layers of

soil material or unconsolidated geological material, or

both, are replaced in a vertical sequence. The

reconstructed soil favors plant growth. The ratings in

the table do not apply to quarries and other mined

areas that require an offsite source of reconstruction

material. The ratings are based on the soil properties

that affect erosion and stability of the surface and the

productive potential of the reconstructed soil. These

properties include the content of sodium, salts, and

calcium carbonate; reaction; available water capacity;

erodibility; texture; content of rock fragments; and

content of organic matter and other features that affect

fertility.

Roadfill is soil material that is excavated in one

place and used in road embankments in another

place. In this table, the soils are rated as a source of

roadfill for low embankments, generally less than 6

feet high and less exacting in design than higher

embankments.

The ratings are for the whole soil, from the surface

to a depth of about 5 feet. It is assumed that soil layers

will be mixed when the soil material is excavated and

spread.

The ratings are based on the amount of suitable

material and on soil properties that affect the ease of

excavation and the performance of the material after it

is in place. The thickness of the suitable material is a

major consideration. The ease of excavation is

affected by large stones, depth to a zone in which the

soil moisture status is wet, and slope. How well the soil

performs in place after it has been compacted and

drained is determined by its strength (as inferred from

the AASHTO classification of the soil) and linear

extensibility (shrink-swell potential).

Topsoil is used to cover an area so that vegetation

can be established and maintained. The upper 40

inches of a soil is evaluated for use as topsoil. Also

evaluated is the reclamation potential of the borrow

area. The ratings are based on the soil properties that

affect plant growth; the ease of excavating, loading,

and spreading the material; and reclamation of the

borrow area. Toxic substances, soil reaction, and the

properties that are inferred from soil texture, such as

available water capacity and fertility, affect plant

growth. The ease of excavating, loading, and

spreading is affected by rock fragments, slope, depth

to a zone in which the soil moisture status is wet, soil

texture, and thickness of suitable material.

Reclamation of the borrow area is affected by slope,

depth to a zone in which the soil moisture status is

wet, rock fragments, depth to bedrock or a cemented

pan, and toxic material.

The surface layer of most soils is generally

preferred for topsoil because of its organic matter

content. Organic matter greatly increases the

absorption and retention of moisture and nutrients for

plant growth.

Water Management

Table 17 gives information on the soil properties

and site features that affect water management. The
84

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 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).

Pond reservoir areas hold water behind a dam or

embankment. Soils best suited to this use have low

seepage potential in the upper 60 inches. The

seepage potential is determined by the permeability of

the soil and the depth to fractured bedrock or other

permeable material. Excessive slope can affect the

storage capacity of the reservoir area.

Embankments, dikes, and levees are raised

structures of soil material, generally less than 20 feet

high, constructed to impound water or to protect land

against overflow. Embankments that have zoned

construction (core and shell) are not considered. In

this table, the soils are rated as a source of material

for embankment fill. The ratings apply to the soil

material below the surface layer to a depth of about 5

feet. It is assumed that soil layers will be uniformly

mixed and compacted during construction.

The ratings do not indicate the ability of the natural

soil to support an embankment. Soil properties to a

depth even greater than the height of the embankment

can affect performance and safety of the embankment.

Generally, deeper onsite investigation is needed to

determine these properties.

Soil material in embankments must be resistant to

seepage, piping, and erosion and have favorable

compaction characteristics. Unfavorable features

include less than 5 feet of suitable material and a high

content of stones or boulders, organic matter, or salts

or sodium. A zone of saturation high in the 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 zone in which the soil moisture

status is wet. Excluded are ponds that are fed only by

surface runoff and embankment ponds that impound

water 3 feet or more above the original surface.

Excavated ponds are affected by depth to a

permanent zone in which the soil moisture status is

wet, permeability of the aquifer, and quality of the

water as inferred from the salinity of the soil. Depth to

bedrock and the content of large stones affect the

ease of excavation.
85

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. These

results are reported in table 24.

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 18 gives the engineering classifications and

the range of index properties for the layers of each soil

in the survey area.

Depth to the upper and lower boundaries of each

layer is indicated.

Texture is given in the standard terms used by the

U.S. Department of Agriculture. These terms are

defined according to percentages of sand, silt, and

clay in the fraction of the soil that is less than 2

millimeters in diameter (fig. 9). “Loam,” for example, is

soil that is 7 to 27 percent clay, 28 to 50 percent silt,

and less than 52 percent sand. If the content of

particles coarser than sand is 15 percent or more, an

appropriate modifier is added, for example, “gravelly.”

Textural terms are defined in the Glossary.

Classification of the soils is determined according to

the Unified soil classification system (ASTM, 2001)

and the system adopted by the American Association

of State Highway and Transportation Officials

(AASHTO, 2000).

The Unified system classifies soils according to

properties that affect their use as construction

material. Soils are classified according to particle-size

distribution of the fraction less than 3 inches in

diameter and according to plasticity index, liquid limit,

and organic matter content. Sandy and gravelly soils

are identified as GW, GP, GM, GC, SW, SP, SM, and

SC; silty and clayey soils as ML, CL, OL, MH, CH, and

OH; and highly organic soils as PT. Soils exhibiting

engineering properties of two groups can have a dual

classification, for example, CL-ML.

The AASHTO system classifies soils according to

those properties that affect roadway construction and

maintenance. In this system, the fraction of a mineral

soil that is less than 3 inches in diameter is classified

in one of seven groups from A-1 through A-7 on the

basis of particle-size distribution, liquid limit, and

plasticity index. Soils in group A-1 are coarse grained

and low in content of fines (silt and clay). At the other

Soil Properties

Figure 9.—Percentages of clay, silt, and sand in the basic

USDA soil textural classes.
86 Soil Survey of

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.

The AASHTO classification for soils tested, with group

index numbers in parentheses, is given in table 24.

Rock fragments larger than 10 inches in diameter

and 3 to 10 inches in diameter are indicated as a

percentage of the total soil on a dry-weight basis. The

percentages are estimates determined mainly by

converting volume percentage in the field to weight

percentage.

Percentage (of soil particles) passing designated

sieves is the percentage of the soil fraction less than 3

inches in diameter based on an ovendry weight. The

sieves, numbers 4, 10, 40, and 200 (USA Standard

Series), have openings of 4.76, 2.00, 0.420, and 0.074

millimeters, respectively. Estimates are based on

laboratory tests of soils sampled in the survey area

and in nearby areas and on estimates made in the

field.

Liquid limit and plasticity index (Atterberg limits)

indicate the plasticity characteristics of a soil. The

estimates are based on test data from the survey area

or from nearby areas and on field examination.

The estimates of particle-size distribution, liquid

limit, and plasticity index are generally rounded to the

nearest 5 percent. Thus, if the ranges of gradation and

Atterberg limits extend a marginal amount (1 or 2

percentage points) across classification boundaries,

the classification in the marginal zone is generally

omitted in the table.

Physical Properties

Table 19 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 19, the estimated clay content of

each soil layer is given as a percentage, by weight, of

the soil material that is less than 2 millimeters in

diameter.

The amount and kind of clay affect the fertility and

physical condition of the soil and the ability of the soil

to adsorb cations and to retain moisture. They

influence shrink-swell potential, permeability, plasticity,

the ease of soil dispersion, and other soil properties.

The amount and kind of clay in a soil also affect tillage

and earthmoving operations.

Moist bulk density is the weight of soil (ovendry) per

unit volume. Volume is measured when the soil is at

field moisture capacity, that is, the moisture content at

1

/3- or 1/10-bar (33kPa or 10kPa) moisture tension.

Weight is determined after the soil is dried at 105

degrees C. In the table, the estimated moist bulk

density of each soil horizon is expressed in grams per

cubic centimeter of soil material that is less than 2

millimeters in diameter. Bulk density data are used to

compute shrink-swell potential, available water

capacity, total pore space, and other soil properties.

The moist bulk density of a soil indicates the pore

space available for water and roots. Depending on soil

texture, a bulk density of more than 1.4 can restrict

water storage and root penetration. Moist bulk density

is influenced by texture, kind of clay, content of organic

matter, and soil structure.

Permeability refers to the ability of a soil to transmit

water or air. The term “permeability,” as used in soil

surveys, indicates saturated hydraulic conductivity

(Ksat ). The estimates in the table indicate the rate of

water movement, in inches per hour, when the soil is

saturated. They are based on soil characteristics

observed in the field, particularly structure, porosity,

and texture. Permeability is considered in the design of

soil drainage systems and septic tank absorption

fields.

Available water capacity refers to the quantity of

water that the soil is capable of storing for use by

plants. The capacity for water storage is given in

inches of water per inch of soil for each soil layer. The

capacity varies, depending on soil properties that

affect retention of water. The most important

properties are the content of organic matter, soil

texture, bulk density, and soil structure. Available water

capacity is an important factor in the choice of plants

or crops to be grown and in the design and

management of irrigation systems. Available water

capacity is not an estimate of the quantity of water

actually available to plants at any given time.

Linear extensibility refers to the change in length of

an unconfined clod as moisture content is decreased

from a moist to a dry state. It is an expression of the

volume change between the water content of the clod
Menominee County, Wisconsin 87

at 1

/3- or 1/10-bar tension (33kPa or 10kPa tension) and

oven dryness. The volume change is reported in the

table as percent change for the whole soil. Volume

change is influenced by the amount and type of clay

minerals in the soil.

Linear extensibility is used to determine the shrinkswell potential of soils. The shrink-swell potential is low

if the soil has a linear extensibility of less than 3

percent; moderate if 3 to 6 percent; high if 6 to 9

percent; and very high if more than 9 percent. If the

linear extensibility is more than 3, shrinking and

swelling can cause damage to buildings, roads, and

other structures and to plant roots. Special design

commonly is needed.

Organic matter is the plant and animal residue in

the soil at various stages of decomposition. In table

19, 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 19 as the K

factor (Kw and Kf) and the T factor. Erosion factor K

indicates the susceptibility of a soil to sheet and rill

erosion by water. Factor K is one of several factors

used in the Universal Soil Loss Equation (USLE) and

the Revised Universal Soil Loss Equation (RUSLE) to

predict the average annual rate of soil loss by sheet

and rill erosion in tons per acre per year. The

estimates are based primarily on percentage of silt,

sand, and organic matter and on soil structure and

permeability. Values of K range from 0.02 to 0.69.

Other factors being equal, the higher the value, the

more susceptible the soil is to sheet and rill erosion by

water.

Erosion factor Kw indicates the erodibility of the

whole soil. The estimates are modified by the

presence of rock fragments.

Erosion factor Kf indicates the erodibility of the fineearth fraction, or the material less than 2 millimeters in

size.

Erosion factor T is an estimate of the maximum

average annual rate of soil erosion by wind or water

that can occur without affecting crop productivity over

a sustained period. The rate is in tons per acre per

year.

Wind erodibility groups are made up of soils that

have similar properties affecting their susceptibility to

wind erosion in cultivated areas. The soils assigned to

group 1 are the most susceptible to wind erosion, and

those assigned to group 8 are the least susceptible.

The groups are as follows:

1. Coarse sands, sands, fine sands, and very fine

sands.

2. Loamy coarse sands, loamy sands, loamy fine

sands, loamy very fine sands, ash material, and sapric

soil material.

3. Coarse sandy loams, sandy loams, fine sandy

loams, and very fine sandy loams.

4L. Calcareous loams, silt loams, clay loams, and

silty clay loams.

4. Clays, silty clays, noncalcareous clay loams,

and silty clay loams that are more than 35 percent

clay.

5. Noncalcareous loams and silt loams that are

less than 20 percent clay and sandy clay loams, sandy

clays, and hemic soil material.

6. Noncalcareous loams and silt loams that are

more than 20 percent clay and noncalcareous clay

loams that are less than 35 percent clay.

7. Silts, noncalcareous silty clay loams that are

less than 35 percent clay, and fibric soil material.

8. Soils that are not subject to wind erosion

because of rock fragments on the surface or because

of surface wetness.

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 20 shows estimates of some chemical

characteristics and features that affect soil behavior.

These estimates are given for the layers of each soil in

the survey area. The estimates are based on field

observations and on test data for these and similar

soils.

Depth to the upper and lower boundaries of each

layer is indicated.

Cation-exchange capacity is the total amount of

extractable bases that can be held by the soil,

expressed in terms of milliequivalents per 100 grams

of soil at neutrality (pH 7.0) or at some other stated pH

value. Soils having a low cation-exchange capacity

hold fewer cations and may require more frequent

applications of fertilizer than soils having a high cationexchange capacity. The ability to retain cations

reduces the hazard of ground-water pollution.
88 Soil Survey of

Effective cation-exchange capacity refers to the

sum of extractable bases plus aluminum expressed in

terms of milliequivalents per 100 grams of soil. It is

determined for soils that have pH of less than 5.5.

Soil reaction is a measure of acidity or alkalinity.

The pH of each soil horizon is based on many field

tests. For many soils, values have been verified by

laboratory analyses. Soil reaction is important in

selecting crops and other plants, in evaluating soil

amendments for fertility and stabilization, and in

determining the risk of corrosion.

Calcium carbonate equivalent is the percent of

carbonates, by weight, in the fraction of the soil less

than 2 millimeters in size. The availability of plant

nutrients is influenced by the amount of carbonates in

the soil. Incorporating nitrogen fertilizer into calcareous

soils helps to prevent nitrite accumulation and

ammonium-N volatilization.

Water Features

Soil moisture status is an estimate of the fluctuating

water content in a soil. It greatly influences vegetation

type and plant growth; physical properties of soils,

such as permeability, workability, strength, linear

extensibility, and frost action; and chemical

interactions and transport. Many other properties,

qualities, and interpretations also are affected. Soil

moisture status is important in the classification of

soils, wetland, and habitat.

Table 21 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 of the time. Dry indicates a moisture

condition under which most plants (especially crops)

cannot extract water for growth. Moist indicates a

moisture condition under which soil water is most

readily available for plant growth. Wet indicates a

condition under which water will stand in an unlined

hole or at least a condition under which the soil is too

wet for the growth of most agricultural species. A

moisture status of 4.0-6.7 (wet) indicates that most of

the time the component is saturated at some depth

between 4.0 feet and 6.7 feet during the month

designated. In some years the soil may be saturated at

a depth of less than 4.0 feet or more than 6.7 feet;

however, field observations indicate that the soil will be

saturated between these depths in most years. In the

summer, the soil may show the effects of drying plus

intermittent rains that result in a moist or wet layer

over a dry layer that gets moist or wet again.

In table 21, hydrologic soil groups are groups of

soils that, when saturated, have the same runoff

potential under similar storm and ground cover

conditions. The soil properties that affect the runoff

potential are those that influence the minimum rate of

infiltration in a bare soil after prolonged wetting and

when the soil is not frozen. These properties include

the depth to a zone in which the soil moisture status is

wet, the infiltration rate, permeability after prolonged

wetting, and the depth to a very slowly permeable

horizon or horizons. The influences of ground cover

and slope are treated independently and are not taken

into account in hydrologic soil groups.

In the definitions of the hydrologic soil groups, the

infiltration rate is the rate at which water enters the soil

at the surface and is controlled by surface conditions.

The transmission rate is the rate at which water moves

through the soil and is controlled by properties of the

soil horizons.

The four hydrologic soil groups are:

Group A. Soils having a high infiltration rate (low

runoff potential) when thoroughly wet. These consist

chiefly of very deep, well drained to excessively

drained sands or gravelly sands. These soils have a

high rate of water transmission.

Group B. Soils having a moderate infiltration rate

when thoroughly wet. These consist chiefly of

moderately deep or deep, moderately well drained or

well drained soils that have a moderately fine to

moderately coarse texture. These soils have a

moderate rate of water transmission.

Group C. Soils having a slow infiltration rate when

thoroughly wet. These consist chiefly of soils having a

horizon or horizons that impede the downward

movement of water or soils that have a moderately fine

or fine texture. These soils have a slow rate of water

transmission.

Group D. Soils having a very slow infiltration rate

(high runoff potential) when thoroughly wet. These

consist chiefly of clayey soils that have a high linear

extensibility; soils that have a zone, high in the profile,

in which the soil moisture status is wet on a

permanent basis; soils that have a claypan or clay

horizon or horizons at or near the surface; and soils

that are shallow over nearly impervious material.

These soils have a very slow rate of water transmission.

If a soil is assigned to a dual hydrologic group (A/D,

B/D, or C/D), the first letter is for drained areas and the

second is for undrained areas.

Flooding, the temporary covering of the soil surface

by flowing water, is caused by overflow from streams

or by runoff from adjacent slopes. Shallow water

standing or flowing for short periods after rainfall or

snowmelt is not considered flooding. Standing water in
Menominee County, Wisconsin 89

marshes and swamps or in closed depressions is

considered to be ponding.

Table 22 gives estimates of the frequency and

duration of flooding for every month of the year.

Flooding frequency is the annual probability of a flood

event expressed as a class. None indicates no

reasonable possibility of flooding (the chance of

flooding is nearly 0 percent in any year, or flooding is

likely less than once in 500 years). Very rare indicates

that flooding is very unlikely but possible under

extremely unusual weather conditions (the chance of

flooding is less than 1 percent in any year, or flooding

is likely less than once in 100 years but more than

once in 500 years). Rare indicates that flooding is

unlikely but possible under unusual weather conditions

(the chance of flooding is 1 to 5 percent in any year, or

flooding is likely 1 to 5 times in 100 years). Occasional

indicates that flooding occurs infrequently under usual

weather conditions (the chance of flooding is 5 to 50

percent in any year, or flooding is likely 5 to 50 times in

100 years). Frequent indicates that flooding is likely to

occur often under usual weather conditions (the

chance of flooding is more than 50 percent in any

year, or flooding is likely more than 50 times in 100

years; but the chance of flooding is less than 50

percent in all months in any year). Very frequent

indicates that flooding is likely to occur very often under

usual weather conditions (the chance of flooding is more

than 50 percent in all months of any year).

Flooding duration is the average duration of

inundation per flood occurrence expressed as a class.

Extremely brief is 0.1 hour to 4.0 hours; very brief is 4

to 48 hours; brief is 2 to 7 days; long is 7 to 30 days;

and very long is more than 30 days. About two-thirds

to three-fourths of all flooding occurs during the stated

period.

The information on flooding is based on evidence in

the soil profile, namely thin strata of gravel, sand, silt,

or clay deposited by floodwater; irregular decrease in

organic matter content with increasing depth; and little

or no horizon development.

Also considered are local information about the

extent and level of flooding and the relation of each

soil on the landscape to historic floods. Information on

the extent of flooding based on soil data is less

specific than that provided by detailed engineering

surveys that delineate flood-prone areas at specific

flood frequency levels.

Soil Features

Table 23 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 and thickness of the restrictive layer, both of

which significantly affect the ease of excavation. Depth

to top is the vertical distance from the soil surface to

the upper boundary of the restrictive layer.

Subsidence is the settlement of organic soils or of

saturated mineral soils of very low density. Subsidence

generally results from either desiccation and

shrinkage or oxidation of organic material, or both,

following drainage. Subsidence takes place gradually,

usually over a period of several years. The table shows

the expected initial subsidence, which usually is a

result of drainage, and total subsidence, which results

from a combination of factors.

Potential for frost action is the likelihood of upward

or lateral expansion of the soil caused by the formation

of segregated ice lenses (frost heave) and the

subsequent collapse of the soil and loss of strength on

thawing. Frost action occurs when moisture moves

into the freezing zone of the soil. Temperature, texture,

density, permeability, content of organic matter, and

depth to the water table are the most important factors

considered in evaluating the potential for frost action. It

is assumed that the soil is not insulated by vegetation

or snow and is not artificially drained. Silty and highly

structured, clayey soils that have a zone of saturation

close to the surface in winter are the most susceptible

to frost action. Well drained, very gravelly, or very

sandy soils are the least susceptible. Frost heave and

low soil strength during thawing cause damage to

pavements and other rigid structures.

Risk of corrosion pertains to potential soil-induced

electrochemical or chemical action that corrodes or

weakens uncoated steel or concrete. The rate of

corrosion of uncoated steel is related to such factors

as soil moisture, particle-size distribution, acidity, and

electrical conductivity of the soil. The rate of corrosion

of concrete is based mainly on the sulfate and sodium

content, texture, moisture content, and acidity of the

soil. Special site examination and design may be

needed if the combination of factors results in a severe

hazard of corrosion. The steel or concrete in

installations that intersect soil boundaries or soil layers

is more susceptible to corrosion than the steel or

concrete in installations that are entirely within one

kind of soil or within one soil layer.

For uncoated steel, the risk of corrosion, expressed

as low, moderate, or high, is based on soil drainage
90

class, total acidity, electrical resistivity near field

capacity, and electrical conductivity of the saturation

extract.

For concrete, the risk of corrosion also is expressed

as low, moderate, or high. It is based on soil texture,

acidity, and amount of sulfates in the saturation extract.

Engineering Index Test Data

Table 24 shows laboratory test data for several

pedons sampled at carefully selected sites in the

survey area. The pedons are representative of the

series described in the section “Soil Series and Their

Morphology.” The soil samples were tested by the

Wisconsin Department of Transportation, Division of

Highways and Transportation Facilities.

The testing methods generally are those of the

American Association of State Highway and

Transportation Officials (AASHTO) or the American

Society for Testing and Materials (ASTM).

The tests and methods are AASHTO

classification—M 145 (AASHTO), D 3282 (ASTM);

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

analysis—T 88 (AASHTO), D 422 (ASTM), D 2217

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

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

4318 (ASTM).
91

The system of soil classification used by the

National Cooperative Soil Survey has six categories

(Soil Survey Staff, 1998 and 1999). Beginning with the

broadest, these categories are the order, suborder,

great group, subgroup, family, and series.

Classification is based on soil properties observed in

the field or inferred from those observations or from

laboratory measurements. Table 25 shows the

classification of the soils in the survey area. The

categories are defined in the following paragraphs.

ORDER. Twelve soil orders are recognized. The

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

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

example is Spodosol.

SUBORDER. Each order is divided into suborders

primarily on the basis of properties that influence soil

genesis and are important to plant growth or

properties that reflect the most important variables

within the orders. The last syllable in the name of a

suborder indicates the order. An example is Orthods

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

GREAT GROUP. Each suborder is divided into

great groups on the basis of close similarities in kind,

arrangement, and degree of development of

pedogenic horizons; soil moisture and temperature

regimes; type of saturation; and base status. Each

great group is identified by the name of a suborder

and by a prefix that indicates a property of the soil. An

example is Haplorthods (Hapl, meaning minimal

horizonation, plus orthod, the suborder of the

Spodosols that have a horizon in which aluminum,

iron, and organic carbon have accumulated).

SUBGROUP. Each great group has a typic

subgroup. Other subgroups are intergrades or

extragrades. The typic subgroup is the central concept

of the great group; it is not necessarily the most

extensive. Intergrades are transitions to other orders,

suborders, or great groups. Extragrades have some

properties that are not representative of the great

group but do not indicate transitions to any other

taxonomic class. Each subgroup is identified by one or

more adjectives preceding the name of the great

group. An example is Alfic Haplorthods.

FAMILY. Families are established within a

subgroup on the basis of physical and chemical

properties and other characteristics that affect

management. Generally, the properties are those of

horizons below plow depth where there is much

biological activity. Among the properties and

characteristics considered are particle-size class,

mineralogy class, cation-exchange activity class, soil

temperature regime, soil depth, and reaction class. A

family name consists of the name of a subgroup

preceded by terms that indicate soil properties. An

example is coarse-loamy, mixed, superactive, frigid

Alfic Haplorthods.

SERIES. The series consists of soils within a

family that have horizons similar in color, texture,

structure, reaction, consistence, mineral and chemical

composition, and arrangement in the profile.

Soil Series and Their Morphology

In this section, each soil series recognized in the

survey area is described. Characteristics of the soil

and the material in which it formed are identified for

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

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

described. The detailed description of each soil

horizon follows standards in the “Soil Survey Manual”

(Soil Survey Division Staff, 1993). Many of the

technical terms used in the descriptions are defined in

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

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

otherwise indicated, colors in the descriptions are for

moist soil. Following the pedon description is the range

of important characteristics of the soils in the series.

Aftad Series

Depth class: Very deep

Drainage class: Moderately well drained

Permeability: Moderately slow

Landform: Lake plains and stream terraces

Parent material: Loamy lacustrine deposits

Slope range: 0 to 6 percent

Taxonomic classification: Coarse-loamy, mixed,

superactive, frigid Oxyaquic Glossudalfs

Classification of the Soils
92 Soil Survey of

Typical Pedon

Aftad loam, 0 to 6 percent slopes, approximately 1,170

feet east and 1,950 feet north of the southwest corner

of sec. 19, T. 29 N., R. 16 E.

A—0 to 4 inches; very dark gray (10YR 3/1) loam,

dark gray (10YR 4/1) dry; moderate medium

granular structure; friable; many fine roots; about 2

percent gravel and 1 percent cobbles; moderately

acid; abrupt wavy boundary.

Bw1—4 to 7 inches; brown (7.5YR 4/3) sandy loam;

weak fine subangular blocky structure; very friable;

many fine roots; common medium prominent very

dark gray (10YR 3/1) wormcasts; about 2 percent

gravel and 1 percent cobbles; moderately acid;

clear broken boundary.

Bw2—7 to 12 inches; brown (7.5YR 4/4) sandy loam;

weak fine subangular blocky structure; very friable;

many fine roots; about 3 percent gravel and 1

percent cobbles; moderately acid; clear wavy

boundary.

E—12 to 18 inches; brown (7.5YR 5/3) sandy loam,

pink (7.5YR 7/3) dry; weak medium platy

structure; very friable; common fine roots; about 3

percent gravel and 2 percent cobbles; strongly

acid; clear wavy boundary.

E/B—18 to 21 inches; 60 percent brown (7.5YR 5/3)

sandy loam (E), pink (7.5YR 7/3) dry; weak

medium platy structure; very friable; extends as

tongues into reddish brown (5YR 4/4) loam (Bt);

moderate fine angular blocky structure; friable; few

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

faces of peds; common fine roots; about 3 percent

gravel and 1 percent cobbles; strongly acid; clear

wavy boundary.

B/E—21 to 28 inches; 80 percent reddish brown (5YR

4/4) loam (Bt); moderate fine angular blocky

structure; friable; many distinct dark reddish brown

(5YR 3/4) clay films on faces of peds; penetrated

by tongues of brown (7.5YR 5/3) sandy loam (E),

pink (7.5YR 7/3) dry; weak medium platy

structure; very friable; common fine roots; about 3

percent gravel and 1 percent cobbles; strongly

acid; abrupt wavy boundary.

BC—28 to 43 inches; primarily stratified brown (7.5YR

5/4) silt loam and brown (7.5YR 4/3) very fine

sand; a few thin interbedded strata of reddish

brown (5YR 4/4) loam; weak coarse prismatic

structure parting to moderate medium subangular

blocky (weak medium and thick plates inherited

from the parent material); friable; few fine roots;

common distinct dark reddish brown (5YR 3/4)

clay films on faces of peds; common medium

prominent grayish brown (10YR 5/2) masses of

iron depletion; few fine prominent red (2.5YR 4/6)

and common fine prominent yellowish red (5YR

4/6) masses of iron accumulation; common fine

prominent dark reddish brown (5YR 2/2) ironmanganese concretions; strongly acid; abrupt

wavy boundary.

C—43 to 60 inches; primarily stratified brown (10YR

5/3) silt loam and brown (7.5YR 4/3) very fine

sand; a few thin interbedded strata of reddish

brown (2.5YR 4/4) silty clay loam; massive

(moderate fine and medium plates inherited from

the parent material); friable; few fine roots; many

coarse faint light brownish gray (10YR 6/2)

masses of iron depletion; few fine prominent dark

red (2.5YR 3/6) and many medium prominent

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

accumulation; many fine prominent dark reddish

brown (5YR 2/2) iron-manganese concretions;

moderately acid.

Range in Characteristics

Thickness of the solum: 40 to 60 inches

Content of gravel: 0 to 5 percent throughout the profile

Depth to stratified lacustrine deposits: 20 to 40 inches

O horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon:

Hue—10YR

Value—2 or 3

Chroma—1 or 2

Texture—loam

E horizon:

Hue—10YR

Value—4 or 5

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, very fine

sandy loam, or loam

Bw horizon:

Hue—10YR

Value—3 or 4

Chroma—3 or 4

Texture—sandy loam, fine sandy loam, very fine

sandy loam, or loam

E ́ horizon (if it occurs) or E ́ part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—typically sandy loam, fine sandy loam,
Menominee County, Wisconsin 93

very fine sandy loam, or loam; loamy sand,

loamy fine sand, or loamy very fine sand in

some pedons

Bt horizon (if it occurs) or Bt part of glossic horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 or 5

Chroma—3 to 6

Texture—sandy loam, fine sandy loam, very fine

sandy loam, or loam

C horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—dominantly stratified silt loam, very fine

sandy loam, loamy very fine sand, or very fine

sand; thin strata of coarser or finer texture in

many pedons

Annalake Series

Depth class: Very deep

Drainage class: Moderately well drained

Permeability: Moderate

Landform: Lake plains and stream terraces

Parent material: Loamy lacustrine deposits

Slope range: 0 to 6 percent

Taxonomic classification: Coarse-loamy, mixed,

superactive, frigid Alfic Oxyaquic Haplorthods

Typical Pedon

Annalake fine sandy loam, 0 to 6 percent slopes,

approximately 70 feet west and 2,065 feet north of the

southeast corner of sec. 1, T. 29 N., R. 13 E.

Oa—0 to 1 inch; black (7.5YR 2/1), highly

decomposed plant material; weak fine granular

structure; very friable; many fine roots; strongly

acid; abrupt wavy boundary.

E—1 to 3 inches; dark grayish brown (10YR 4/2) fine

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

weak medium granular structure; friable; many fine

roots; few black (10YR 2/1) wormcasts throughout;

very strongly acid; abrupt wavy boundary.

Bs1—3 to 6 inches; brown (7.5YR 4/3) fine sandy

loam; weak fine subangular blocky structure;

friable; many fine roots; about 1 percent gravel;

very strongly acid; clear wavy boundary.

Bs2—6 to 9 inches; brown (7.5YR 4/4) fine sandy

loam; weak medium subangular blocky structure;

friable; common fine roots; about 1 percent gravel;

strongly acid; clear wavy boundary.

Bs3—9 to 12 inches; yellowish brown (10YR 5/6) fine

sandy loam; weak medium subangular blocky

structure; friable; common fine roots; about 1

percent gravel; strongly acid; clear wavy boundary.

E/B—12 to 25 inches; 85 percent yellowish brown

(10YR 5/4) fine sandy loam, very pale brown

(10YR 7/4) dry (E); weak medium platy structure;

friable; extends as tongues into dark yellowish

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

medium subangular blocky structure; friable;

common fine roots; very few distinct dark brown

(7.5YR 3/4) clay films on faces of peds; about 1

percent gravel; strongly acid; gradual wavy

boundary.

2B/E1—25 to 32 inches; 80 percent brown (7.5YR 4/4)

very fine sandy loam (Bt); moderate medium

subangular blocky structure; friable; few distinct

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

peds; penetrated by tongues of yellowish brown

(10YR 5/4) loamy very fine sand (E); weak

medium platy structure; friable; few fine roots;

strongly acid; gradual wavy boundary.

2B/E2—32 to 40 inches; 75 percent brown (7.5YR 4/4)

very fine sandy loam (Bt); moderate medium

subangular blocky structure; friable; common dark

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

penetrated by tongues of yellowish brown (10YR

5/4) loamy very fine sand (E); weak medium platy

structure; friable; few fine roots; few medium

distinct reddish yellow (7.5YR 6/8) masses of iron

accumulation; strongly acid; clear wavy boundary.

2C1—40 to 46 inches; yellowish brown (10YR 5/6),

stratified very fine sandy loam, loamy very fine

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

many medium prominent strong brown (7.5YR

5/8) masses of iron accumulation; strongly acid;

clear wavy boundary.

2C2—46 to 58 inches; pale brown (10YR 6/3),

stratified very fine sandy loam, loamy very fine

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

common medium prominent strong brown (7.5YR

5/8) masses of iron accumulation; strongly acid;

clear wavy boundary.

2C3—58 to 62 inches; light yellowish brown (10YR

6/4), stratified very fine sandy loam, loamy very

fine sand, and silt loam; massive; friable; common

medium prominent reddish yellow (7.5YR 6/8)

masses of iron accumulation; strongly acid.

Range in Characteristics

Thickness of the solum: 30 to 60 inches

Content of gravel: 0 to 5 percent throughout the profile

Depth to stratified lacustrine deposits: 30 to 60 inches

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.
94 Soil Survey of

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—fine sandy loam

E horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2

Texture—typically sandy loam, fine sandy loam,

very fine sandy loam, or loam; loamy fine sand

or loamy very fine sand in some pedons

Bs horizon:

Hue—5YR or 7.5YR

Value—3 to 5

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, very fine

sandy loam, or loam

E ́ horizon or E ́ part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 to 4

Texture—typically sandy loam, fine sandy loam,

very fine sandy loam, or loam; loamy sand,

loamy fine sand, or loamy very fine sand in

some pedons

Bt horizon or Bt part of glossic horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 or 5

Chroma—3 to 6

Texture—sandy loam, fine sandy loam, very fine

sandy loam, or loam

C horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—dominantly stratified silt, silt loam, very

fine sandy loam, loamy very fine sand, or very

fine sand; thin strata of coarser or finer textures

in many pedons

Antigo Series

Depth class: Very deep

Drainage class: Well drained

Permeability: Moderate in the upper part of the profile

and rapid or very rapid in the lower part

Landform: Outwash plains

Parent material: Silty and loamy alluvium over sandy

outwash

Slope range: 0 to 6 percent

Taxonomic classification: Coarse-loamy over sandy or

sandy-skeletal, mixed, superactive, frigid Haplic

Glossudalfs

Typical Pedon

Antigo silt loam, 0 to 6 percent slopes, approximately

1,010 feet west and 2,420 feet north of the southeast

corner of sec. 20, T. 30 N., R. 13 E.

A—0 to 4 inches; very dark gray (10YR 3/1) silt loam,

dark gray (10YR 4/1) dry; moderate medium

granular structure; friable; many fine roots; about 3

percent gravel and 2 percent cobbles; moderately

acid; abrupt wavy boundary.

Bw1—4 to 7 inches; dark yellowish brown (10YR 3/4)

silt loam; weak fine subangular blocky structure;

very friable; many fine roots; about 2 percent

gravel; moderately acid; clear wavy boundary.

Bw2—7 to 12 inches; dark yellowish brown (10YR 4/4)

silt loam; weak fine subangular blocky structure;

very friable; many fine roots; about 2 percent

gravel; strongly acid; abrupt wavy boundary.

E/B—12 to 15 inches; 85 percent brown (10YR 5/3)

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

weak medium platy structure; very friable; extends

as tongues into brown (7.5YR 4/4) silt loam (Bt);

moderate very fine angular blocky structure;

friable; few distinct reddish brown (5YR 4/3) clay

films on faces of peds; many fine roots; about 2

percent gravel; moderately acid; abrupt wavy

boundary.

B/E—15 to 19 inches; 75 percent brown (7.5YR 4/4)

silt loam (Bt); moderate fine angular blocky

structure; friable; common distinct reddish brown

(5YR 4/3) clay films on faces of peds; penetrated

by tongues of brown (10YR 5/3) silt loam (E), very

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

structure; very friable; many fine roots; about 2

percent gravel; very strongly acid; abrupt wavy

boundary.

2Bt1—19 to 24 inches; brown (7.5YR 4/4) sandy loam;

weak medium prismatic structure parting to

moderate medium angular blocky (moderate thick

and very thick plates inherited from the parent

material); friable; common fine roots; many distinct

reddish brown (5YR 4/3) clay films on faces of

peds; common distinct brown (10YR 5/3) coatings

of clean sand grains on vertical faces of prisms;
Menominee County, Wisconsin 95

about 8 percent gravel and 2 percent cobbles;

strongly acid; abrupt wavy boundary.

3Bt2—24 to 27 inches; brown (7.5YR 4/4) loamy sand;

weak coarse prismatic structure parting to weak

coarse angular blocky (weak very thick plates

inherited from the parent material); very friable;

common fine roots; many distinct reddish brown

(5YR 4/3) clay bridges between mineral grains;

common prominent brown (10YR 5/3) coatings of

clean sand grains on vertical faces of prisms;

about 12 percent gravel; strongly acid; abrupt

wavy boundary.

3C—27 to 60 inches; primarily yellowish brown (10YR

5/4), stratified sand and gravelly sand; a few thin

interbedded strata of strongly acid, brown (7.5YR

4/4) sand and loamy sand; single grain; loose;

about 3 percent gravel and 2 percent cobbles as

an average; moderately acid.

Range in Characteristics

Thickness of the solum and depth to sandy outwash:

20 to 40 inches

Thickness of the silty mantle: 12 to 30 inches

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

to 35 percent in the loamy subsoil; 0 to 35 percent

as a weighted average in the sandy outwash; 0 to

60 percent in individual strata

Content of cobbles: 0 to 5 percent throughout the profile

O horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon:

Hue—10YR

Value—2 or 3

Chroma—1 or 2

Texture—silt loam

E horizon (if it occurs):

Hue—10YR

Value—4 or 5

Chroma—2 or 3

Texture—silt loam

Bw horizon:

Hue—10YR

Value—3 to 5

Chroma—3 or 4

Texture—silt loam

E ́ horizon (if it occurs) or E ́ part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

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

silt loam

2Bt horizon:

Hue—7.5YR or 10YR

Value—4 or 5

Chroma—4 to 6

Texture—sandy loam, gravelly sandy loam, fine

sandy loam, or loam

3Bt horizon:

Hue—7.5YR or 10YR

Value—4 or 5

Chroma—4 to 6

Texture—typically sand, loamy sand, gravelly

sand, or gravelly loamy sand; thin subhorizons

of very gravelly sand or very gravelly loamy

sand in some pedons

3C horizon:

Hue—7.5YR or 10YR

Value—5 or 6

Chroma—4

Texture—typically strata of coarse sand, sand,

gravelly coarse sand, or gravelly sand; thin

strata of very gravelly coarse sand or very

gravelly sand in some pedons

Au Gres Series

Depth class: Very deep

Drainage class: Somewhat poorly drained

Permeability: Rapid

Landform: Outwash plains and stream terraces

Parent material: Sandy outwash

Slope range: 0 to 3 percent

Taxonomic classification: Sandy, mixed, frigid Typic

Endoaquods

Typical Pedon

Au Gres loamy sand, 0 to 3 percent slopes,

approximately 1,480 feet west and 740 feet north of

the southeast corner of sec. 34, T. 29 N., R. 16 E.

Oe—0 to 1 inch; dark brown (7.5YR 3/2), moderately

decomposed plant material; weak very fine

subangular blocky structure; very friable; many

fine roots; very strongly acid; abrupt smooth

boundary.

Oa—1 to 3 inches; black (7.5YR 2/1), highly

decomposed plant material; weak very fine

subangular blocky structure; very friable; many

fine roots; about 10 percent sand grains; very

strongly acid; abrupt smooth boundary.
96 Soil Survey of

E—3 to 7 inches; grayish brown (10YR 5/2) loamy

sand, light gray (10YR 7/2) dry; weak fine

subangular blocky structure; very friable; many

fine roots; about 1 percent gravel; very strongly

acid; abrupt wavy boundary.

Bhs—7 to 10 inches; dark reddish brown (5YR 3/2)

loamy sand; weak fine subangular blocky

structure; very friable; many fine roots; about 1

percent gravel; very strongly acid; abrupt wavy

boundary.

Bs1—10 to 16 inches; brown (7.5YR 4/4) loamy sand;

weak fine subangular blocky structure; very friable;

common fine roots; few fine prominent red (2.5YR

4/6) masses of iron accumulation; about 1 percent

gravel; strongly acid; clear wavy boundary.

Bs2—16 to 21 inches; strong brown (7.5YR 4/6) sand;

weak medium subangular blocky structure; very

friable; common fine roots; few fine prominent dark

red (2.5YR 3/6) and common medium distinct

yellowish red (5YR 4/6) masses of iron

accumulation; about 2 percent gravel; strongly

acid; clear wavy boundary.

BC—21 to 44 inches; strong brown (7.5YR 5/6) sand;

single grain; loose; few fine roots; common

medium distinct yellowish red (5YR 4/6) and

common coarse prominent dark reddish brown

(2.5YR 3/4) masses of iron accumulation; about 2

percent gravel; moderately acid; gradual wavy

boundary.

C—44 to 63 inches; light yellowish brown (10YR 6/4)

sand; single grain; loose; few medium prominent

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

accumulation; about 3 percent gravel; slightly acid.

Range in Characteristics

Thickness of the solum: 20 to 48 inches

Content of gravel: 0 to 10 percent throughout the

profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—loamy sand

E horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2

Texture—loamy sand or sand

Bhs horizon:

Hue—5YR or 7.5YR

Value—2 or 3

Chroma—2 or 3

Texture—loamy sand or sand

Bs horizon:

Hue—5YR or 7.5YR

Value—3 or 4

Chroma—4 to 6

Texture—loamy sand or sand

BC horizon:

Hue—7.5YR or 10YR

Value—5 or 6

Chroma—3 to 6

Texture—sand

C horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—3 or 4

Texture—sand

Cathro Series

Depth class: Very deep

Drainage class: Very poorly drained

Permeability: Moderately rapid to moderately slow in

the organic material and moderate or moderately

slow in the mineral deposits

Landform: Outwash plains, lake plains, and moraines

Parent material: Organic material over loamy or silty

deposits

Slope range: 0 to 1 percent

Taxonomic classification: Loamy, mixed, euic, frigid

Terric Haplosaprists

Typical Pedon

Cathro muck, in an area of Lupton, Markey, and

Cathro mucks, 0 to 1 percent slopes, approximately

2,185 feet east and 1,470 feet north of the southwest

corner of sec. 22, T. 29 N., R. 13 E.

Oa1—0 to 8 inches; muck, black (10YR 2/1) broken

face, rubbed, and pressed; about 25 percent fiber,

8 percent rubbed; weak fine granular structure;

very friable; many fine roots; herbaceous and
Menominee County, Wisconsin 97

woody fibers; light yellowish brown (10YR 6/4)

sodium pyrophosphate extract; about 3 percent

brown (7.5YR 4/4) wood fragments; neutral (pH

7.0 by the Truog method); clear smooth boundary.

Oa2—8 to 32 inches; muck, black (5YR 2/1) broken

face, dark reddish brown (5YR 2/2) rubbed and

pressed; about 30 percent fiber, 7 percent rubbed;

massive; very friable; few fine roots; herbaceous

and woody fibers; dark yellowish brown (10YR

4/4) sodium pyrophosphate extract; about 1

percent brown (7.5YR 4/4) wood fragments;

moderately acid (pH 5.6 by the Truog method);

clear smooth boundary.

Oa3—32 to 37 inches; muck, reddish black (2.5YR

2/1) broken face, rubbed, and pressed; about 17

percent fiber, 5 percent rubbed; massive; very

friable; herbaceous and woody fibers; dark

yellowish brown (10YR 3/4) sodium

pyrophosphate extract; about 2 percent brown

(7.5YR 4/4) wood fragments; moderately acid (pH

5.7 by the Truog method); abrupt smooth

boundary.

Cg1—37 to 45 inches; dark gray (2.5Y 4/1) fine sandy

loam; massive; friable; about 1 percent gravel;

slightly acid; clear wavy boundary.

Cg2—45 to 60 inches; olive gray (5Y 4/2) silt loam;

massive; friable; about 1 percent gravel; slightly

acid.

Range in Characteristics

Thickness of the organic material: 16 to 51 inches

Thickness of the sphagnum moss mantle: 0 to 4

inches

Content of wood fragments in the organic material: 0

to 15 percent

Oa horizon:

Hue—5YR, 7.5YR, or 10YR

Value—2 or 3

Chroma—1 to 3

Texture—muck

C horizon:

Hue—5YR, 7.5YR, 10YR, 2.5Y, 5Y, 5GY, or 5GB

Value—4 to 6

Chroma—1 to 3

Texture—sandy loam, fine sandy loam, very fine

sandy loam, sandy clay loam, loam, clay loam,

silt loam, or silty clay loam

Cress Series

Depth class: Very deep

Drainage class: Somewhat excessively drained

Permeability: Moderate or moderately rapid in the

upper part of the profile and rapid or very rapid in

the lower part

Landform: Outwash plains, outwash fans, eskers, and

kames

Parent material: Loamy alluvium over sandy and

gravelly outwash

Slope range: 0 to 35 percent

Taxonomic classification: Sandy, mixed, frigid Typic

Dystrudepts

Typical Pedon

Cress sandy loam, 6 to 15 percent slopes,

approximately 1,550 feet west and 1,030 feet north of

the southeast corner of sec. 30, T. 30 N., R. 15 E.

A—0 to 3 inches; very dark gray (10YR 3/1) sandy

loam, dark gray (10YR 4/1) dry; moderate fine

granular structure; friable; many fine roots; about 8

percent gravel and 1 percent cobbles; moderately

acid; abrupt wavy boundary.

Bw1—3 to 6 inches; dark brown (7.5YR 3/4) sandy

loam; weak fine subangular blocky structure; very

friable; many fine roots; common medium

prominent very dark gray (10YR 3/1) wormcasts;

about 12 percent gravel and 1 percent cobbles;

strongly acid; clear wavy boundary.

Bw2—6 to 14 inches; brown (7.5YR 4/4) gravelly

sandy loam; weak medium subangular blocky

structure; very friable; common fine roots; about

19 percent gravel and 1 percent cobbles;

moderately acid; abrupt wavy boundary.

2Bw3—14 to 26 inches; strong brown (7.5YR 4/6)

gravelly loamy coarse sand; single grain; loose;

common fine roots; about 16 percent gravel and 2

percent cobbles; moderately acid; clear wavy

boundary.

2C—26 to 60 inches; brown (7.5YR 5/4), stratified

gravelly coarse sand to coarse sand; single grain;

loose; few fine roots; about 17 percent gravel and

3 percent cobbles as an average; moderately acid.

Range in Characteristics

Thickness of the solum: 26 to 50 inches

Thickness of the loamy mantle: 10 to 24 inches

Content of gravel: 0 to 20 percent in the loamy mantle;

15 to 45 percent as a weighted average in the

sandy outwash; 0 to 60 percent in individual strata

Content of cobbles: 0 to 3 percent throughout the profile

O horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material
98 Soil Survey of

A horizon:

Hue—10YR

Value—2 or 3

Chroma—1 or 2

Texture—sandy loam

E horizon (if it occurs):

Hue—10YR

Value—4 or 5

Chroma—2

Texture—gravelly sandy loam, sandy loam, or fine

sandy loam

Bw horizon:

Hue—7.5YR or 10YR

Value—3 or 4

Chroma—4

Texture—gravelly sandy loam, sandy loam, or fine

sandy loam

2Bw horizon:

Hue—7.5YR or 10YR

Value—4

Chroma—4 to 6

Texture—coarse sand, sand, loamy coarse sand,

loamy sand, or the gravelly or very gravelly

analogs of these textures

2BC horizon (if it occurs) or 2C horizon:

Hue—7.5YR or 10YR

Value—5 or 6

Chroma—4 to 6

Texture—gravelly coarse sand to sand

Crex Series

Depth class: Very deep

Drainage class: Moderately well drained

Permeability: Rapid

Landform: Outwash plains, stream terraces, lake

plains, and outwash fans

Parent material: Sandy outwash

Slope range: 0 to 3 percent

Taxonomic classification: Mixed, frigid Oxyaquic

Udipsamments

Typical Pedon

Crex fine sand, 0 to 3 percent slopes, approximately

970 feet east and 400 feet north of the southwest

corner of sec. 27, T. 28 N., R. 16 E.

A—0 to 3 inches; black (10YR 2/1) fine sand, very

dark grayish brown (10YR 3/2) dry; weak very fine

subangular blocky structure; very friable; many

fine roots; very strongly acid; abrupt wavy

boundary.

AB—3 to 5 inches; dark brown (7.5YR 3/3) fine sand,

brown (10YR 4/3) dry; weak fine subangular

blocky structure; very friable; many fine roots;

strongly acid; abrupt wavy boundary.

Bw1—5 to 10 inches; brown (7.5YR 4/4) fine sand;

weak fine subangular blocky structure; very friable;

common fine roots; strongly acid; clear wavy

boundary.

Bw2—10 to 21 inches; strong brown (7.5YR 4/6) fine

sand; weak medium subangular blocky structure;

very friable; common fine roots; moderately acid;

clear wavy boundary.

BC—21 to 37 inches; brown (7.5YR 5/4) fine sand;

single grain; loose; few fine roots; moderately acid;

gradual wavy boundary.

C1—37 to 48 inches; light brown (7.5YR 6/4) fine

sand; single grain; loose; few fine roots; few fine

prominent red (2.5YR 4/6) and few medium

prominent strong brown (7.5YR 5/8) masses of

iron accumulation; moderately acid; gradual wavy

boundary.

C2—48 to 57 inches; strong brown (7.5YR 5/6) fine

sand; single grain; loose; few fine roots; common

fine prominent dark red (2.5YR 3/6), common

medium distinct yellowish red (5YR 4/6), and

common coarse distinct light brown (7.5YR 6/4)

masses of iron accumulation; few fine prominent

dark reddish brown (5YR 2/2) iron-manganese

concretions; moderately acid; gradual wavy

boundary.

C3—57 to 60 inches; yellowish red (5YR 4/6) fine

sand; single grain; loose; common medium

prominent brown (7.5YR 5/4), common coarse

faint yellowish red (5YR 5/6), and many medium

distinct dark red (2.5YR 3/6) masses of iron

accumulation; common fine and medium

prominent very dusky red (2.5YR 2/2) ironmanganese concretions; moderately acid.

Range in Characteristics

Thickness of the solum: 25 to 40 inches

Content of gravel: 0 to 2 percent throughout the profile

O horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—fine sand
Menominee County, Wisconsin 99

AB horizon:

Hue—7.5YR or 10YR

Value—3

Chroma—3

Texture—fine sand or loamy fine sand

Bw horizon:

Hue—7.5YR or 10YR

Value—3 or 4

Chroma—4 to 6

Texture—fine sand or loamy fine sand

BC horizon:

Hue—7.5YR or 10YR

Value—5 or 6

Chroma—4 to 6

Texture—fine sand or loamy fine sand

C horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—typically fine sand; sand or loamy fine

sand in some pedons

Cromwell Series

Depth class: Very deep

Drainage class: Somewhat excessively drained

Permeability: Moderate or moderately rapid in the

upper part of the profile and rapid in the lower part

Landform: Outwash plains, stream terraces, and

outwash fans

Parent material: Loamy alluvium over sandy outwash

Slope range: 0 to 35 percent

Taxonomic classification: Sandy, mixed, frigid Typic

Dystrudepts

Typical Pedon

Cromwell sandy loam, 0 to 6 percent slopes,

approximately 935 feet east and 1,660 feet north of

the southwest corner of sec. 29, T. 30 N., R. 15 E.

A—0 to 3 inches; black (10YR 2/1) sandy loam, very

dark gray (10YR 3/1) dry; moderate medium

granular structure; friable; many fine roots;

common uncoated sand grains; few wood

charcoal fragments; about 2 percent gravel;

strongly acid; abrupt wavy boundary.

Bw1—3 to 11 inches; dark brown (7.5YR 3/4) sandy

loam; weak very fine subangular blocky structure;

friable; many fine roots; about 3 percent gravel;

strongly acid; clear wavy boundary.

Bw2—11 to 21 inches; brown (7.5YR 4/4) sandy loam;

weak fine subangular blocky structure; very friable;

common fine roots; about 3 percent gravel;

strongly acid; clear wavy boundary.

2Bw3—21 to 24 inches; strong brown (7.5YR 4/6)

loamy sand; weak fine subangular blocky

structure; very friable; few fine roots; about 3

percent gravel; strongly acid; clear wavy boundary.

2BC1—24 to 30 inches; strong brown (7.5YR 5/6)

sand; single grain; loose; few fine roots; about 3

percent gravel; moderately acid; gradual wavy

boundary.

2BC2—30 to 38 inches; yellowish brown (10YR 5/6)

sand; single grain; loose; few fine roots; about 3

percent gravel; moderately acid; gradual wavy

boundary.

2C—38 to 60 inches; light yellowish brown (10YR 6/4),

stratified sand; single grain; loose; few fine roots;

about 2 percent gravel as an average; slightly acid.

Range in Characteristics

Thickness of the solum: 24 to 50 inches

Thickness of the loamy mantle: 10 to 24 inches

Content of gravel: 0 to 15 percent throughout the

profile

Content of cobbles: 0 to 3 percent throughout the

profile

O horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon:

Hue—10YR

Value—2 or 3

Chroma—1 or 2

Texture—sandy loam

E horizon (if it occurs):

Hue—10YR

Value—4 or 5

Chroma—2

Texture—sandy loam or fine sandy loam

Bw horizon:

Hue—7.5YR or 10YR

Value—3 or 4

Chroma—4

Texture—sandy loam or fine sandy loam

2Bw horizon (if it occurs):

Hue—7.5YR or 10YR

Value—4

Chroma—4 to 6

Texture—coarse sand, loamy coarse sand, sand,

or loamy sand
100 Soil Survey of

2BC horizon or 2C horizon:

Hue—7.5YR or 10YR

Value—5 or 6

Chroma—4 to 6

Texture—typically strata of sand or coarse sand;

thin strata of gravelly sand or gravelly coarse

sand in some pedons

Croswell Series

Depth class: Very deep

Drainage class: Moderately well drained

Permeability: Rapid

Landform: Outwash plains, stream terraces, and

outwash fans

Parent material: Sandy outwash

Slope range: 0 to 3 percent

Taxonomic classification: Sandy, mixed, frigid

Oxyaquic Haplorthods

Typical Pedon

Croswell loamy sand, 0 to 3 percent slopes,

approximately 820 feet east and 1,580 feet south of

the northwest corner of sec. 29, T. 28 N., R. 16 E.

Oe—0 to 1 inch; dark brown (7.5YR 3/2), moderately

decomposed plant material; weak fine subangular

blocky structure; very friable; many fine roots; very

strongly acid; abrupt wavy boundary.

Oa—1 to 2 inches; black (10YR 2/1), highly

decomposed plant material; weak fine subangular

blocky structure; very friable; many fine roots; very

strongly acid; abrupt wavy boundary.

A—2 to 4 inches; very dark gray (10YR 3/1) loamy

sand, dark gray (10YR 4/1) dry; weak fine granular

structure; very friable; many fine roots; common

uncoated sand grains; very strongly acid; abrupt

broken boundary.

E—4 to 5 inches; brown (7.5YR 4/2) sand, grayish

brown (10YR 5/2) dry; weak medium platy

structure; very friable; many fine roots; strongly

acid; abrupt broken boundary.

Bs1—5 to 9 inches; dark reddish brown (5YR 3/4)

loamy sand; weak very fine subangular blocky

structure; very friable; many fine roots; strongly

acid; clear wavy boundary.

Bs2—9 to 16 inches; brown (7.5YR 4/4) loamy sand;

weak medium subangular blocky structure; very

friable; common fine roots; strongly acid; clear

wavy boundary.

Bs3—16 to 26 inches; strong brown (7.5YR 4/6) sand;

weak medium subangular blocky structure; very

friable; few fine roots; about 1 percent gravel;

strongly acid; clear wavy boundary.

BC—26 to 43 inches; light yellowish brown (10YR 6/4)

sand; single grain; loose; many coarse faint pale

brown (10YR 6/3) masses of iron depletion; many

fine prominent dark red (2.5YR 3/6) and many

medium prominent yellowish red (5YR 4/6)

masses of iron accumulation; about 1 percent

gravel; slightly acid; gradual wavy boundary.

C—43 to 62 inches; light brown (7.5YR 6/3) sand;

single grain; loose; common medium prominent

yellowish red (5YR 5/6) and reddish yellow (7.5YR

6/8) masses of iron accumulation; about 1 percent

gravel; slightly acid.

Range in Characteristics

Thickness of the solum: 20 to 45 inches

Content of gravel: 0 to 15 percent throughout the

profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—loamy sand

E horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2

Texture—loamy sand or sand

Bs horizon:

Hue—5YR or 7.5YR

Value—3 or 4

Chroma—4 to 6

Texture—loamy sand or sand

BC horizon:

Hue—7.5YR or 10YR

Value—5 or 6

Chroma—4 to 6

Texture—sand

C horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—sand
Menominee County, Wisconsin 101

Frechette Series

Depth class: Very deep

Drainage class: Well drained

Permeability: Moderate

Landform: Moraines

Parent material: Calcareous, loamy glacial till

Slope range: 2 to 35 percent

Taxonomic classification: Coarse-loamy, mixed, active,

frigid Typic Glossudalfs

Typical Pedon

Frechette fine sandy loam, 6 to 15 percent slopes,

approximately 1,700 feet north and 1,350 feet east of

the southwest corner of sec. 8, T. 30 N., R. 16 E.

A—0 to 4 inches; very dark gray (10YR 3/1) fine sandy

loam, dark gray (10YR 4/1) dry; moderate medium

granular structure; friable; many fine roots; few

uncoated sand grains; about 4 percent gravel and

2 percent cobbles; strongly acid; abrupt wavy

boundary.

Bw1—4 to 7 inches; dark yellowish brown (10YR 3/4)

fine sandy loam; weak fine subangular blocky

structure; very friable; many fine roots; many

medium and coarse distinct very dark gray (10YR

3/1) wormcasts; about 13 percent gravel and 1

percent cobbles; strongly acid; abrupt wavy

boundary.

Bw2—7 to 12 inches; dark yellowish brown (10YR 4/4)

fine sandy loam; weak medium subangular blocky

structure; very friable; many fine roots; about 9

percent gravel and 3 percent cobbles; strongly

acid; abrupt wavy boundary.

E/B—12 to 18 inches; 85 percent brown (10YR 5/3)

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

dry; moderate medium platy structure; very friable;

surrounds remnants of reddish brown (5YR 4/4)

fine sandy loam (Bt); moderate fine subangular

blocky structure; friable; common distinct dark

reddish brown (5YR 3/4) clay films on faces of

peds; common fine roots; about 10 percent gravel

and 2 percent cobbles; moderately acid; clear

wavy boundary.

B/E1—18 to 30 inches; 70 percent reddish brown

(5YR 4/4) fine sandy loam (Bt); moderate fine

angular blocky structure; firm; many distinct dark

reddish brown (5YR 3/4) clay films on faces of

peds; penetrated by tongues of brown (7.5YR 5/3)

sandy loam (E), pink (7.5YR 7/3) dry; weak

medium platy structure; very friable; common fine

roots; about 4 percent gravel and 2 percent

cobbles; moderately acid; gradual wavy boundary.

B/E2—30 to 45 inches; 85 percent reddish brown

(5YR 4/4) sandy loam (Bt); moderate coarse

angular blocky structure (weak thick plates

inherited from the parent material); friable;

common distinct dark reddish brown (5YR 3/4)

clay films on faces of peds; penetrated by tongues

of brown (7.5YR 5/3) sandy loam (E), pink (7.5YR

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

few fine roots; about 6 percent gravel and 2

percent cobbles; slightly acid; gradual wavy

boundary.

Bt—45 to 63 inches; brown (7.5YR 4/4) fine sandy

loam; weak coarse prismatic structure parting to

weak coarse angular blocky (weak medium plates

inherited from the parent material); friable; few fine

roots; few distinct dark brown (7.5YR 3/4) clay

films on faces of peds; common faint brown

(7.5YR 5/3) coatings of clean sand grains on

vertical faces of prisms; about 4 percent gravel

and 2 percent cobbles; neutral; gradual wavy

boundary.

C—63 to 80 inches; brown (7.5YR 4/3) sandy loam;

massive (weak medium plates inherited from the

parent material); friable; few fine roots; slightly

effervescent; about 9 percent gravel and 2 percent

cobbles; moderately alkaline.

Range in Characteristics

Thickness of the solum: 45 to 75 inches

Depth to carbonates: 45 to 75 inches

Content of gravel: 2 to 15 percent throughout the

profile

Content of cobbles: 0 to 5 percent throughout the

profile

O horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon:

Hue—10YR

Value—2 or 3

Chroma—1 or 2

Texture—sandy loam or fine sandy loam

E horizon (if it occurs):

Hue—10YR

Value—4 or 5

Chroma—2

Texture—sandy loam, fine sandy loam, or loam

Bw horizon:

Hue—7.5YR or 10YR

Value—3 to 5
102 Soil Survey of

Chroma—3 or 4

Texture—sandy loam, fine sandy loam, or loam

E ́ horizon (if it occurs) or E part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—loamy sand, sandy loam, fine sandy

loam, or loam

Bt horizon or Bt part of glossic horizon:

Hue—5YR or 7.5YR

Value—4 or 5

Chroma—3 or 4

Texture—typically sandy loam, fine sandy loam, or

loam; thin subhorizons of sandy clay loam in

some pedons

C horizon:

Hue—5YR or 7.5YR

Value—4 or 5

Chroma—3 or 4

Texture—typically sandy loam or fine sandy loam;

loam in some pedons

Grayling Series

Depth class: Very deep

Drainage class: Excessively drained

Permeability: Rapid

Landform: Outwash plains, stream terraces, and

outwash fans

Parent material: Sandy outwash

Slope range: 0 to 35 percent

Taxonomic classification: Mixed, frigid Typic

Udipsamments

Typical Pedon

Grayling sand, 0 to 6 percent slopes, approximately

270 feet north and 120 feet west of the southeast

corner of sec. 36, T. 28 N., R. 16 E.

Oa—0 to 2 inches; black (10YR 2/1), highly

decomposed plant material; weak fine subangular

blocky structure; very friable; many fine roots;

about 20 percent sand grains; few wood charcoal

fragments; very strongly acid; abrupt wavy

boundary.

A—2 to 5 inches; very dark grayish brown (10YR 3/2)

sand, dark grayish brown (10YR 4/2) dry; weak

fine subangular blocky structure; very friable;

many fine roots; about 1 percent gravel; very

strongly acid; abrupt wavy boundary.

Bw1—5 to 9 inches; dark brown (7.5YR 3/4) sand;

weak medium subangular blocky structure; very

friable; common fine roots; about 1 percent gravel;

strongly acid; clear wavy boundary.

Bw2—9 to 18 inches; brown (7.5YR 4/4) sand; weak

medium subangular blocky structure; very friable;

common fine roots; about 1 percent gravel;

moderately acid; clear wavy boundary.

Bw3—18 to 26 inches; strong brown (7.5YR 4/6) sand;

weak coarse subangular blocky structure; very

friable; few fine roots; about 1 percent gravel;

moderately acid; clear wavy boundary.

BC—26 to 37 inches; yellowish brown (10YR 5/6)

sand; single grain; loose; few fine roots; about 2

percent gravel; moderately acid; gradual wavy

boundary.

C—37 to 62 inches; light yellowish brown (10YR 6/4)

sand; single grain; loose; few fine roots; about 2

percent gravel; slightly acid.

Range in Characteristics

Thickness of the solum: 24 to 40 inches

Content of gravel: 0 to 5 percent throughout the profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—sand or loamy sand

AB horizon (if it occurs):

Hue—7.5YR or 10YR

Value—3

Chroma—3

Texture—sand or loamy sand

Bw horizon:

Hue—7.5YR or 10YR

Value—3 or 4

Chroma—4 to 6

Texture—sand or loamy sand

BC horizon:

Hue—7.5YR or 10YR

Value—5

Chroma—4 to 6

Texture—sand
Menominee County, Wisconsin 103

C horizon:

Hue—7.5YR or 10YR

Value—5 or 6

Chroma—4

Texture—sand

Ingalls Series

Depth class: Very deep

Drainage class: Somewhat poorly drained

Permeability: Rapid in the upper part of the profile and

moderately slow in the lower part

Landform: Stream terraces and lake plains

Parent material: Sandy outwash over silty, loamy, and

sandy lacustrine sediment

Slope range: 0 to 3 percent

Taxonomic classification: Sandy over loamy, mixed,

active, frigid Typic Endoaquods

Typical Pedon

Ingalls loamy sand, 0 to 3 percent slopes,

approximately 485 feet west and 2,585 feet north of

the southeast corner of sec. 35, T. 29 N., R. 14 E.

Oa—0 to 2 inches; black (7.5YR 2/1), highly

decomposed plant material; weak fine granular

structure; very friable; many fine roots; extremely

acid; abrupt smooth boundary.

E—2 to 5 inches; light brownish gray (10YR 6/2) loamy

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

granular structure; very friable; many fine roots;

very strongly acid; abrupt smooth boundary.

Bhs—5 to 7 inches; dark reddish brown (5YR 3/4)

loamy sand; weak fine subangular blocky

structure; friable; common fine roots; very strongly

acid; abrupt wavy boundary.

Bs1—7 to 13 inches; brown (7.5YR 4/4) loamy sand;

weak fine subangular blocky structure; friable; few

fine roots; very strongly acid; clear wavy boundary.

Bs2—13 to 26 inches; strong brown (7.5YR 4/6) sand;

weak fine subangular blocky structure; friable; few

fine roots; common medium distinct yellowish red

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

strongly acid; clear wavy boundary.

C1—26 to 33 inches; pale brown (10YR 6/3) sand;

single grain; loose; common coarse prominent

yellowish red (5YR 4/6) masses of iron

accumulation; strongly acid; clear wavy boundary.

2C2—33 to 38 inches; brown (7.5YR 5/4), stratified

very fine sandy loam, loamy very fine sand, and

silts; massive; friable; common medium distinct

strong brown (7.5YR 5/8) masses of iron

accumulation; moderately acid; gradual wavy

boundary.

2C3—38 to 50 inches; light yellowish brown (10YR

6/4), stratified very fine sandy loam, loamy very

fine sand, and silts; massive; friable; common

medium prominent reddish yellow (7.5YR 6/8) and

strong brown (7.5YR 5/8) masses of iron

accumulation; neutral; gradual wavy boundary.

2C4—50 to 62 inches; light yellowish brown (10YR

6/4), stratified very fine sandy loam, loamy very

fine sand, and silts; massive; friable; common

medium prominent strong brown (7.5YR 5/8)

masses of iron accumulation; very slightly

effervescent; moderately alkaline.

Range in Characteristics

Thickness of the solum: 18 to 40 inches

Thickness of the sandy mantle: 20 to 40 inches

Content of gravel: 0 to 10 percent throughout the

profile

Content of cobbles: 0 to 2 percent throughout the

profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—loamy sand

E horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2

Texture—sand, fine sand, loamy sand, or loamy

fine sand

Bhs horizon:

Hue—5YR or 7.5YR

Value—2 or 3

Chroma—2 or 3

Texture—sand, fine sand, loamy sand, or loamy

fine sand

Bs horizon:

Hue—5YR or 7.5YR

Value—3 or 4

Chroma—4 to 6

Texture—sand, fine sand, loamy sand, or loamy

fine sand
104 Soil Survey of

BC horizon:

Hue—7.5YR or 10YR

Value—5 or 6

Chroma—4 to 6

Texture—sand or fine sand

C horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—sand or fine sand

2C horizon:

Hue—5YR, 7.5YR, 10YR, 2.5Y, or 5Y

Value—4 to 6

Chroma—2 to 4

Texture—dominantly silt loam, very fine sandy

loam, loamy very fine sand, or very fine sand;

thin strata of silty clay loam, loam, fine sandy

loam, loamy fine sand, fine sand, or sand in

many pedons

Iosco Series

Depth class: Very deep

Drainage class: Somewhat poorly drained

Permeability: Rapid in the upper part of the profile and

moderate or moderately slow in the lower part

Landform: Moraines

Parent material: Sandy outwash over loamy or silty

glacial till

Slope range: 0 to 4 percent

Taxonomic classification: Sandy over loamy, mixed,

active, frigid Argic Endoaquods

Typical Pedon

Iosco loamy sand, 0 to 4 percent slopes,

approximately 1,230 feet north and 680 feet west of

the southeast corner of sec. 36, T. 28 N., R. 15 E.

Oe—0 to 1 inch; dark brown (7.5YR 3/2), moderately

decomposed plant material; weak fine subangular

blocky structure; very friable; many fine roots;

moderately acid; abrupt wavy boundary.

Oa—1 to 2 inches; black (7.5YR 2/1), highly

decomposed plant material; weak medium

granular structure; very friable; many fine roots;

strongly acid; abrupt wavy boundary.

E—2 to 4 inches; brown (7.5YR 4/2) loamy sand,

brown (7.5YR 5/2) dry; weak medium platy

structure; very friable; many fine roots; about 2

percent gravel; strongly acid; abrupt wavy

boundary.

Bs1—4 to 6 inches; dark brown (7.5YR 3/4) loamy

sand; weak fine subangular blocky structure; very

friable; many fine roots; about 2 percent gravel;

strongly acid; clear broken boundary.

Bs2—6 to 13 inches; brown (7.5YR 4/4) loamy sand;

weak medium subangular blocky structure; very

friable; many fine roots; about 2 percent gravel;

moderately acid; clear wavy boundary.

Bs3—13 to 22 inches; brown (7.5YR 4/3) loamy sand;

weak medium subangular blocky structure; very

friable; common fine roots; few fine prominent dark

red (2.5YR 3/6) and common fine prominent red

(2.5YR 4/6) masses of iron accumulation; few fine

distinct dark reddish brown (5YR 3/2) ironmanganese concretions; about 2 percent gravel;

moderately acid; clear wavy boundary.

E ́—22 to 35 inches; brown (10YR 5/3) sand, very pale

brown (10YR 7/3) dry; single grain; loose; few fine

roots; common fine prominent dark red (2.5YR

3/6), common medium prominent yellowish red

(5YR 4/6), and common coarse faint yellowish

brown (10YR 5/4) masses of iron accumulation;

common medium and coarse prominent dark

reddish brown (5YR 3/2) iron-manganese

concretions; few very coarse irregular very firm

chunks of dark reddish brown (5YR 3/2) ortstein;

about 3 percent gravel and 4 percent cobbles;

moderately acid; abrupt wavy boundary.

2E/B—35 to 42 inches; 70 percent brown (7.5YR 5/3)

sandy loam (2E ́), pink (7.5YR 7/3) dry; weak

medium platy structure; very friable; extends as

tongues into reddish brown (5YR 4/4) sandy clay

loam (2Bt); moderate fine subangular blocky

structure; friable; few distinct dark reddish brown

(5YR 3/4) clay films on faces of peds and many

distinct dark brown (7.5YR 3/2) clay films in pores;

few fine roots; few medium faint and prominent

brown (7.5YR 5/2) masses of iron depletion; few

fine prominent dark red (2.5YR 3/6) and common

medium distinct and prominent yellowish red (5YR

4/6) masses of iron accumulation; many fine and

medium distinct and prominent dark reddish

brown (5YR 3/2) iron-manganese concretions;

about 6 percent gravel and 2 percent cobbles;

slightly acid; clear wavy boundary.

2Bt—42 to 56 inches; reddish brown (5YR 4/4) sandy

clay loam; moderate fine angular blocky structure;

friable; few fine roots; common distinct dark

reddish brown (5YR 3/4) clay films on faces of

peds and many prominent dark brown (7.5YR 3/2)

clay films in pores; common prominent brown

(7.5YR 5/3) coatings of clean sand grains on

vertical faces of peds; common fine prominent

brown (7.5YR 5/2) masses of iron depletion;

common fine distinct yellowish red (5YR 4/6)
Menominee County, Wisconsin 105

masses of iron accumulation; many fine distinct

dark reddish brown (5YR 2/2) iron-manganese

concretions; about 6 percent gravel and 2

percent cobbles; slightly acid; gradual wavy

boundary.

2C—56 to 62 inches; reddish brown (5YR 4/3) loam;

massive; friable; few fine roots; common fine

prominent brown (7.5YR 5/2) masses of iron

depletion; many fine distinct yellowish red (5YR

4/6) masses of iron accumulation; common fine

faint dark reddish brown (5YR 2/2) ironmanganese concretions; about 5 percent gravel

and 2 percent cobbles; neutral.

Range in Characteristics

Thickness of the sandy mantle: 20 to 40 inches

Thickness of the solum and depth to carbonates: 40 to

70 inches

Content of gravel: 0 to 15 percent throughout the

profile

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

and 0 to 7 percent in the till

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—loamy sand

E horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2

Texture—sand, loamy sand, fine sand, or loamy

fine sand

Bhs horizon (if it occurs):

Hue—5YR or 7.5YR

Value—2 or 3

Chroma—2 or 3

Texture—sand, loamy sand, fine sand, or loamy

fine sand

Bs horizon:

Hue—5YR or 7.5YR

Value—3 or 4

Chroma—3 to 6

Texture—sand, loamy sand, fine sand, or loamy

fine sand

E ́ horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sand, loamy sand, fine sand, or loamy

fine sand

2E ́ part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—typically sandy loam or fine sandy loam;

loamy sand or loamy fine sand in some pedons

2Bt horizon or 2Bt part of glossic horizon:

Hue—2.5YR or 5YR

Value—4 or 5

Chroma—3 or 4

Texture—typically loam, clay loam, or sandy clay

loam; subhorizons of silt loam in some pedons

2C horizon:

Hue—2.5YR or 5YR

Value—4 or 5

Chroma—3 or 4

Texture—typically silt loam or loam; clay loam or

sandy clay loam in some pedons

Ishpeming Series

Depth class: Moderately deep to igneous bedrock

Drainage class: Somewhat excessively drained

Permeability: Rapid

Landform: Outwash plains and stream terraces

Parent material: Sandy outwash over bedrock

Slope range: 0 to 15 percent

Taxonomic classification: Sandy, mixed, frigid Entic

Haplorthods

Typical Pedon

Ishpeming sand, in an area of Ishpeming-Rock

outcrop complex, 0 to 6 percent slopes, approximately

2,550 feet south and 80 feet east of the northwest

corner of sec. 11, T. 28 N., R. 15 E.

Oa—0 to 2 inches; black (7.5YR 2/1), highly

decomposed plant material; weak fine subangular

blocky structure; very friable; many fine roots;

about 30 percent sand grains; very strongly acid;

abrupt wavy boundary.

E—2 to 7 inches; brown (7.5YR 5/2) sand, pinkish

gray (7.5YR 7/2) dry; single grain; loose; many fine
106 Soil Survey of

roots; about 3 percent gravel; strongly acid; abrupt

wavy boundary.

Bs1—7 to 12 inches; dark reddish brown (5YR 3/4)

sand; weak fine subangular blocky structure; very

friable; many fine roots; about 3 percent gravel;

strongly acid; clear wavy boundary.

Bs2—12 to 20 inches; brown (7.5YR 4/4) sand; weak

medium subangular blocky structure; very friable;

many fine roots; about 4 percent gravel; strongly

acid; clear wavy boundary.

BC—20 to 27 inches; strong brown (7.5YR 4/6) sand;

single grain; loose; common fine roots; about 5

percent gravel; strongly acid; abrupt wavy

boundary.

2R—27 inches; igneous bedrock.

Range in Characteristics

Depth to bedrock: 20 to 40 inches

Thickness of the solum: 20 to 40 inches

Content of gravel: 0 to 10 percent throughout the

profile

Content of cobbles: 0 to 10 percent throughout the

profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—sand

E horizon:

Hue—7.5YR

Value—4 to 6

Chroma—2

Texture—sand

Bs horizon:

Hue—5YR or 7.5YR

Value—3 or 4

Chroma—4 to 6

Texture—sand, loamy sand, fine sand, or loamy

fine sand

BC horizon:

Hue—7.5YR

Value—5

Chroma—4 to 6

Texture—sand, loamy sand, fine sand, or loamy

fine sand

2R layer:

Kind of bedrock—hard, fractured igneous or

metamorphic bedrock

Karlin Series

Depth class: Very deep

Drainage class: Somewhat excessively drained

Permeability: Moderately rapid in the upper part of the

profile and rapid in the lower part

Landform: Outwash plains, stream terraces, and

outwash fans

Parent material: Loamy alluvium over sandy outwash

Slope range: 0 to 35 percent

Taxonomic classification: Sandy, mixed, frigid Entic

Haplorthods

Taxadjunct features: The Karlin soils in this survey

area have a spodic horizon that is sandy loam.

Also, they have more organic carbon than is defined

as the range for the series. These soils are

classified as sandy, mixed, frigid Typic Haplorthods.

Typical Pedon

Karlin sandy loam, 6 to 15 percent slopes,

approximately 500 feet north and 1,060 feet west of

the southeast corner of sec. 31, T. 30 N., R. 13 E.

Oa—0 to 1 inch; black (10YR 2/1), highly decomposed

plant material; weak very fine subangular blocky

structure; very friable; many fine roots; very

strongly acid; abrupt wavy boundary.

E—1 to 3 inches; brown (7.5YR 4/2) sandy loam,

pinkish gray (7.5YR 6/2) dry; weak fine subangular

blocky structure; very friable; many fine roots;

about 1 percent gravel; moderately acid; abrupt

wavy boundary.

Bhs—3 to 5 inches; dark reddish brown (5YR 3/2)

sandy loam; weak fine subangular blocky

structure; very friable; many fine roots; about 2

percent gravel; strongly acid; clear wavy boundary.

Bs1—5 to 15 inches; dark brown (7.5YR 3/4) sandy

loam; weak medium subangular blocky structure;

very friable; many fine roots; about 4 percent

gravel; strongly acid; clear wavy boundary.

2Bs2—15 to 20 inches; brown (7.5YR 4/4) sand; weak

medium subangular blocky structure; very friable;

common fine roots; about 2 percent gravel;

moderately acid; clear broken boundary.

2BC—20 to 33 inches; yellowish brown (10YR 5/4)
Menominee County, Wisconsin 107

sand; single grain; loose; few fine roots; about 1

percent gravel; moderately acid; gradual wavy

boundary.

2C—33 to 61 inches; light yellowish brown (10YR 6/4)

sand; single grain; loose; few fine roots; about 1

percent gravel; moderately acid.

Range in Characteristics

Thickness of the solum: 22 to 40 inches

Thickness of the loamy mantle: 10 to 20 inches

Content of gravel: 0 to 15 percent throughout the

profile

Content of cobbles: 0 to 5 percent throughout the

profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—sandy loam

E horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2

Texture—loamy sand, loamy fine sand, sandy

loam, or fine sandy loam

Bhs horizon:

Hue—5YR or 7.5YR

Value—3

Chroma—2 or 3

Texture—sandy loam or fine sandy loam

Bs horizon:

Hue—5YR or 7.5YR

Value—3 or 4

Chroma—4

Texture—sandy loam or fine sandy loam

2Bs horizon:

Hue—5YR or 7.5YR

Value—4

Chroma—4 to 6

Texture—sand, loamy sand, fine sand, or loamy

fine sand

2BC horizon:

Hue—7.5YR or 10YR

Value—5 or 6

Chroma—4 to 6

Texture—sand or fine sand

2C horizon:

Hue—7.5YR or 10YR

Value—5 or 6

Chroma—4 to 6

Texture—sand

Kennan Series

Depth class: Very deep

Drainage class: Well drained

Permeability: Moderate in the upper part of the profile

and moderate or moderately rapid in the lower

part

Landform: Moraines and drumlins

Parent material: Silty or loamy alluvium over sandy or

loamy glacial till

Slope range: 6 to 35 percent

Taxonomic classification: Coarse-loamy, mixed,

superactive, frigid Haplic Glossudalfs

Taxadjunct features: The Kennan soils in this survey

area have a thicker glossic horizon than is defined

as the range for the series. These soils are

classified as coarse-loamy, mixed, superactive,

frigid Typic Glossudalfs.

Typical Pedon

Kennan silt loam, 6 to 15 percent slopes, very

bouldery, approximately 1,490 feet north and 1,990

feet west of the southeast corner of sec. 31, T. 30 N.,

R. 13 E.

Oa—0 to 2 inches; black (10YR 2/1), highly

decomposed plant material; weak fine subangular

blocky structure; very friable; many fine roots;

neutral; abrupt wavy boundary.

E—2 to 4 inches; dark grayish brown (10YR 4/2) silt

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

medium platy structure; very friable; many fine

roots; about 11 percent gravel and 3 percent

cobbles; strongly acid; abrupt wavy boundary.

Bw—4 to 10 inches; dark yellowish brown (10YR 3/4)

silt loam; weak fine subangular blocky structure;

very friable; many fine roots; about 5 percent

gravel and 4 percent cobbles; strongly acid; clear

wavy boundary.

E ́—10 to 15 inches; brown (10YR 5/3) silt loam, very

pale brown (10YR 7/3) dry; moderate medium
108 Soil Survey of

platy structure; friable; common fine roots; about 1

percent gravel and 1 percent cobbles; strongly

acid; clear wavy boundary.

E/B—15 to 21 inches; 60 percent brown (10YR 5/3)

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

dry; moderate medium platy structure; very friable;

surrounds remnants of brown (7.5YR 4/4) fine

sandy loam (Bt); moderate fine angular blocky

structure; firm; common distinct dark reddish

brown (5YR 3/4) clay films on faces of peds; few

fine roots; about 4 percent gravel and 2 percent

cobbles; strongly acid; clear wavy boundary.

B/E1—21 to 36 inches; 60 percent brown (7.5YR 4/4)

gravelly sandy loam (Bt); weak coarse prismatic

structure parting to moderate fine and medium

angular blocky; firm; many distinct dark reddish

brown (2.5YR 3/4) clay films on faces of peds;

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

gravelly sandy loam (E ́), very pale brown (10YR

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

few fine roots; about 14 percent gravel and 6

percent cobbles; strongly acid; clear wavy boundary.

B/E2—36 to 58 inches; 70 percent brown (7.5YR 4/4)

gravelly sandy loam (Bt); weak coarse prismatic

structure parting to moderate coarse subangular

blocky; friable; common distinct dark reddish

brown (5YR 3/4) clay films on faces of peds;

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

gravelly loamy sand (E ́), very pale brown (10YR

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

few fine roots; about 14 percent gravel and 5

percent cobbles; strongly acid; gradual wavy

boundary.

B/E3—58 to 66 inches; 80 percent dark yellowish

brown (10YR 4/4) gravelly sandy loam (Bt); weak

coarse prismatic structure parting to weak

medium subangular blocky; friable; few distinct

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

of peds; penetrated by tongues of brown (10YR

5/3) gravelly loamy sand (E ́), very pale brown

(10YR 7/3) dry; weak medium platy structure; very

friable; few fine roots; about 15 percent gravel and

5 percent cobbles; moderately acid; gradual wavy

boundary.

C—66 to 80 inches; brown (10YR 4/3) gravelly loamy

sand; massive; very friable; about 15 percent

gravel and 4 percent cobbles; slightly acid.

Range in Characteristics

Thickness of the solum: 40 to 85 inches

Content of gravel: 0 to 15 percent in the upper part of

the solum and 2 to 25 percent in the lower part of

the solum and in the substratum

Content of cobbles: 0 to 15 percent throughout the

profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—5YR, 7.5YR, or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon (if it occurs):

Hue—10YR

Value—2 or 3

Chroma—1 or 2

Texture—fine sandy loam or silt loam

E horizon:

Hue—10YR

Value—4 or 5

Chroma—2

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

silt loam

Bw horizon:

Hue—10YR

Value—3 or 4

Chroma—3 or 4

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

silt loam

E ́ horizon or E ́ part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—loamy sand, gravelly loamy sand, sandy

loam, gravelly sandy loam, fine sandy loam,

loam, or silt loam

Bt horizon (if it occurs) or Bt part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 or 5

Chroma—3 or 4

Texture—typically sandy loam, gravelly sandy

loam, fine sandy loam, or loam; loamy sand or

gravelly loamy sand in the lower part of some

pedons

C horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—3 or 4

Texture—loamy sand, sandy loam, gravelly loamy

sand, or gravelly sandy loam
Menominee County, Wisconsin 109

Keshena Series

Depth class: Very deep

Drainage class: Moderately well drained

Permeability: Moderate in the upper part of the profile

and moderately slow in the lower part

Landform: Moraines

Parent material: Calcareous, loamy or silty glacial till

Slope range: 2 to 6 percent

Taxonomic classification: Fine-loamy, mixed, active,

frigid Oxyaquic Glossudalfs

Typical Pedon

Keshena fine sandy loam, 2 to 6 percent slopes,

approximately 1,910 feet west and 2,590 feet north of

the southeast corner of sec. 5, T. 28 N., R. 16 E.

A—0 to 3 inches; very dark gray (10YR 3/1) fine sandy

loam, gray (10YR 5/1) dry; moderate medium

granular structure; friable; many fine roots; few

uncoated sand grains; about 3 percent gravel and

2 percent cobbles; very strongly acid; abrupt wavy

boundary.

Bw1—3 to 7 inches; dark brown (10YR 3/3) fine sandy

loam; weak fine subangular blocky structure; very

friable; many fine roots; many medium and coarse

distinct very dark gray (10YR 3/1) wormcasts;

about 5 percent gravel and 2 percent cobbles;

strongly acid; clear wavy boundary.

Bw2—7 to 12 inches; dark yellowish brown (10YR 4/4)

fine sandy loam; weak medium subangular blocky

structure; very friable; many fine roots; about 12

percent gravel and 2 percent cobbles; moderately

acid; clear wavy boundary.

E/B—12 to 19 inches; 70 percent brown (7.5YR 5/3)

fine sandy loam (E), pink (7.5YR 7/3) dry; weak

medium platy structure; very friable; extends as

tongues into reddish brown (5YR 4/4) loam (Bt);

moderate fine subangular blocky structure; friable;

few distinct dark reddish brown (5YR 3/4) clay

films on faces of peds; many fine roots; about 9

percent gravel and 2 percent cobbles; strongly

acid; clear wavy boundary.

B/E1—19 to 30 inches; 75 percent reddish brown

(5YR 4/4) loam (Bt); moderate fine angular blocky

structure; firm; common distinct dark reddish

brown (5YR 3/4) clay films on faces of peds;

penetrated by tongues of brown (7.5YR 5/3) sandy

loam (E), pink (7.5YR 7/3) dry; weak medium platy

structure; very friable; common fine roots; few fine

prominent red (2.5YR 4/6) masses of iron

accumulation; common fine and medium distinct

and prominent dark reddish brown (5YR 2/2) ironmanganese concretions; about 4 percent gravel

and 1 percent cobbles; strongly acid; gradual wavy

boundary.

B/E2—30 to 49 inches; 85 percent reddish brown

(5YR 4/4) loam (Bt); moderate medium angular

blocky structure; firm; many distinct dark reddish

brown (5YR 3/4) clay films on faces of peds;

penetrated by tongues of brown (7.5YR 5/3) loam

(E), pink (7.5YR 7/3) dry; weak medium platy

structure; very friable; common fine roots; few fine

prominent dark red (2.5YR 3/6) and common fine

prominent red (2.5YR 4/6) masses of iron

accumulation; common fine and medium distinct

and prominent dark reddish brown (5YR 2/2) ironmanganese concretions; about 2 percent gravel

and 1 percent cobbles; moderately acid; gradual

wavy boundary.

Bt1—49 to 61 inches; reddish brown (5YR 4/4) loam;

weak coarse prismatic structure parting to weak

coarse angular blocky; firm; few fine roots;

common distinct dark reddish brown (5YR 3/3)

clay films on faces of peds; many distinct brown

(7.5YR 5/3) coatings of clean sand grains on

vertical faces of prisms; few fine prominent

dark red (2.5YR 3/6) masses of iron

accumulation; common fine and medium

distinct dark reddish brown (5YR 2/2) ironmanganese concretions; about 1 percent gravel

and 1 percent cobbles; moderately acid; gradual

wavy boundary.

Bt2—61 to 75 inches; reddish brown (5YR 4/4) loam;

weak coarse prismatic structure parting to weak

medium subangular blocky; friable; few fine roots;

common distinct dark reddish brown (5YR 3/3)

clay films on faces of peds; common distinct

brown (7.5YR 5/3) coatings of clean sand grains

on vertical faces of prisms; few fine prominent

dark red (2.5YR 3/6) masses of iron accumulation;

few fine distinct dark reddish brown (5YR 2/2)

iron-manganese concretions; about 1 percent

gravel and 1 percent cobbles; moderately acid;

gradual wavy boundary.

C—75 to 80 inches; reddish brown (5YR 4/3) silt loam;

massive (moderate thin plates inherited from the

parent material); friable; few fine roots; slightly

effervescent; about 3 percent gravel and 1 percent

cobbles; slightly alkaline.

Range in Characteristics

Thickness of the solum: 40 to 70 inches

Depth to carbonates: 40 to 70 inches

Content of gravel: 2 to 15 percent throughout the

profile

Content of cobbles: 0 to 5 percent throughout the

profile
110 Soil Survey of

O horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon:

Hue—10YR

Value—2 or 3

Chroma—1 or 2

Texture—fine sandy loam

E horizon (if it occurs):

Hue—10YR

Value—4 or 5

Chroma—2

Texture—sandy loam, fine sandy loam, or loam

Bw horizon:

Hue—7.5YR or 10YR

Value—3 to 5

Chroma—3 or 4

Texture—sandy loam, fine sandy loam, or loam

E ́ horizon (if it occurs) or E part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, or loam

Bt horizon or Bt part of glossic horizon:

Hue—2.5YR or 5YR

Value—4 or 5

Chroma—3 or 4

Texture—typically loam, clay loam, or sandy clay

loam; subhorizons of silt loam in some pedons

C horizon:

Hue—2.5YR or 5YR

Value—4 or 5

Chroma—3 or 4

Texture—typically silt loam or loam; clay loam in

some pedons

Lablatz Series

Depth class: Very deep

Drainage class: Somewhat poorly drained

Permeability: Moderate

Landform: Moraines

Parent material: Calcareous, loamy glacial till

Slope range: 0 to 4 percent

Taxonomic classification: Coarse-loamy, mixed, active,

frigid Alfic Epiaquods

Typical Pedon

Lablatz sandy loam, 0 to 4 percent slopes,

approximately 1,550 feet west and 160 feet north of

the southeast corner of sec. 30, T. 28 N., R. 15 E.

Oa—0 to 4 inches; black (5YR 2/1), highly

decomposed plant material; weak fine subangular

blocky structure; very friable; many fine roots;

about 5 percent sand grains; few wood charcoal

fragments; very strongly acid; abrupt wavy

boundary.

E—4 to 7 inches; grayish brown (10YR 5/2) sandy

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

structure; very friable; many fine roots; about 5

percent gravel and 1 percent cobbles; very

strongly acid; abrupt wavy boundary.

Bhs—7 to 9 inches; dark brown (7.5YR 3/2) sandy

loam; weak very fine subangular blocky structure;

very friable; many fine roots; few fine distinct dark

reddish brown (5YR 2/2) iron-manganese

concretions; about 5 percent gravel and 1 percent

cobbles; very strongly acid; pellets of ortstein 2 to

5 millimeters in diameter; abrupt wavy boundary.

Bs1—9 to 12 inches; brown (7.5YR 4/4) sandy loam;

weak fine subangular blocky structure; very friable;

many fine roots; few fine prominent yellowish red

(5YR 4/6) masses of iron accumulation; common

fine prominent dark reddish brown (5YR 2/2) ironmanganese concretions; about 5 percent gravel

and 2 percent cobbles; strongly acid; clear wavy

boundary.

Bs2—12 to 16 inches; brown (7.5YR 5/4) fine sandy

loam; weak medium subangular blocky structure;

very friable; many fine roots; common fine

prominent yellowish red (5YR 4/6) masses of iron

accumulation; many fine prominent dark reddish

brown (5YR 2/2) iron-manganese concretions;

about 7 percent gravel and 2 percent cobbles;

strongly acid; clear wavy boundary.

E/B—16 to 22 inches; 85 percent brown (10YR 5/3)

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

weak medium platy structure; very friable; extends

as tongues into reddish brown (5YR 4/4) loam

(Bt); moderate fine angular blocky structure;

friable; few distinct dark reddish brown (5YR 3/4)

clay films on faces of peds; common fine roots;

common fine prominent red (2.5YR 4/6) and many

medium prominent strong brown (7.5YR 5/6)

masses of iron accumulation; many fine prominent

dark reddish brown (5YR 2/2) iron-manganese

concretions; about 5 percent gravel and 2 percent

cobbles; very strongly acid; clear wavy boundary.

B/E—22 to 30 inches; 75 percent reddish brown (5YR
Menominee County, Wisconsin 111

4/4) loam (Bt); moderate fine angular blocky

structure; firm; common distinct dark reddish

brown (5YR 3/4) clay films on faces of peds and

many reddish brown (5YR 5/3) clay films in pores;

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

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

medium platy structure; very friable; few fine roots;

common fine prominent dark red (2.5YR 3/6) and

many medium distinct yellowish red (5YR 4/6)

masses of iron accumulation; many fine prominent

dark reddish brown (5YR 2/2) iron-manganese

concretions; about 4 percent gravel and 2 percent

cobbles; moderately acid; gradual wavy boundary.

Bt—30 to 41 inches; reddish brown (5YR 4/3) fine

sandy loam; weak coarse prismatic structure

parting to weak fine angular blocky (moderate

thick plates inherited from the parent material);

firm; few fine roots; many distinct dark reddish

brown (5YR 3/3) clay films on faces of peds;

common fine distinct brown (7.5YR 5/2) masses of

iron depletion; many medium prominent strong

brown (7.5YR 4/6) masses of iron accumulation;

common fine and medium prominent dark reddish

brown (5YR 2/2) iron-manganese concretions;

about 4 percent gravel and 2 percent cobbles;

neutral; gradual wavy boundary.

C—41 to 64 inches; brown (7.5YR 4/3) fine sandy

loam; massive (weak medium plates inherited

from the parent material); friable; few fine roots;

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

masses of iron depletion; common medium

prominent dark yellowish brown (10YR 4/6)

masses of iron accumulation; moderately

effervescent; about 4 percent gravel and 2 percent

cobbles; moderately alkaline.

Range in Characteristics

Thickness of the solum: 40 to 70 inches

Depth to carbonates: 40 to 70 inches

Content of gravel: 0 to 15 percent throughout the

profile

Content of cobbles: 0 to 5 percent throughout the

profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—5YR, 7.5YR, or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—sandy loam

E horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2

Texture—sandy loam

Bhs horizon:

Hue—5YR or 7.5YR

Value—3

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, or loam

Bs horizon:

Hue—5YR or 7.5YR

Value—3 to 5

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam

E ́ horizon (if it occurs) or E ́ part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, or loam

Bt horizon or Bt part of glossic horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 or 5

Chroma—3 to 6

Texture—typically sandy loam, fine sandy loam, or

loam; thin subhorizons of sandy clay loam in

some pedons

C horizon:

Hue—5YR, 7.5YR, 10YR, 2.5Y, or 5Y

Value—4 to 6

Chroma—3 to 6

Texture—typically sandy loam or fine sandy loam;

loam in some pedons

Loxley Series

Depth class: Very deep

Drainage class: Very poorly drained

Permeability: Moderately slow to moderately rapid

Landform: Outwash plains, lake plains, and moraines

Parent material: Organic material

Slope range: 0 to 1 percent

Taxonomic classification: Dysic, frigid Typic

Haplosaprists
112 Soil Survey of

Typical Pedon

Loxley peat, 0 to 1 percent slopes, approximately

1,090 feet east and 950 feet south of the northwest

corner of sec. 22, T. 30 N., R. 13 E.

Oi1—0 to 5 inches; peat, very dark grayish brown

(10YR 3/2) broken face and rubbed, light gray

(10YR 7/2) pressed; about 95 percent fiber, 90

percent rubbed; massive; very friable; many fine

roots; primarily sphagnum fibers; very pale brown

(10YR 7/3) sodium pyrophosphate extract;

extremely acid (pH 3.5 by the Truog method); clear

smooth boundary.

Oi2—5 to 10 inches; peat, very dark grayish brown

(2.5Y 3/2) broken face, dark brown (10YR 3/3)

rubbed, light yellowish brown (2.5Y 6/3) pressed;

about 80 percent fiber, 50 percent rubbed;

massive; very friable; common fine roots; primarily

sphagnum fibers; very pale brown (10YR 8/3)

sodium pyrophosphate extract; few reddish brown

(5YR 4/4) wood fragments; extremely acid (pH 3.7

by the Truog method); clear smooth boundary.

Oa1—10 to 37 inches; muck, dark reddish brown (5YR

3/2) broken face, dark reddish brown (5YR 2/2)

rubbed, dark brown (7.5YR 3/2) pressed; about 40

percent fiber, 10 percent rubbed; weak thick platy

structure; very friable; few fine roots in the upper

14 inches; primarily herbaceous fibers; very pale

brown (10YR 7/4) sodium pyrophosphate extract;

about 5 percent reddish brown (5YR 4/4) wood

fragments; extremely acid (pH 3.8 by the Truog

method); gradual wavy boundary.

Oa2—37 to 60 inches; muck, dark reddish brown (5YR

2/2) broken face, rubbed, and pressed; about 20

percent fiber, 5 percent rubbed; massive; very

friable; primarily herbaceous fibers; light yellowish

brown (10YR 6/4) sodium pyrophosphate extract;

few brown (7.5YR 4/4) wood fragments; extremely

acid (pH 3.9 by the Truog method).

Range in Characteristics

Thickness of the organic material: More than 51

inches

Thickness of the sphagnum moss mantle: 4 to 11

inches

Content of wood fragments: 0 to 5 percent

Oi horizon:

Hue—10YR or 2.5Y

Value—3 to 7

Chroma—2 to 6

Texture—peat

Oe horizon (if it occurs):

Hue—5YR, 7.5YR, 10YR, or 2.5Y

Value—2 to 4

Chroma—1 to 4

Texture—mucky peat

Oa horizon:

Hue—5YR, 7.5YR, or 10YR

Value—2 or 3

Chroma—1 to 3

Texture—muck

Lupton Series

Depth class: Very deep

Drainage class: Very poorly drained

Permeability: Moderately slow to moderately rapid

Landform: Outwash plains, lake plains, and moraines

Parent material: Organic material

Slope range: 0 to 1 percent

Taxonomic classification: Euic, frigid Typic

Haplosaprists

Typical Pedon

Lupton muck, in an area of Lupton, Markey, and

Cathro mucks, 0 to 1 percent slopes, approximately

2,100 feet east and 900 feet north of the southwest

corner of sec. 30, T. 28 N., R. 15 E.

Oa1—0 to 7 inches; muck, black (5YR 2/1) broken

face, black (7.5YR 2/1) rubbed, dark reddish

brown (5YR 2/2) pressed; about 5 percent fiber, 2

percent rubbed; weak fine subangular blocky

structure; very friable; many fine roots; primarily

woody fibers; dark brown (10YR 3/3) sodium

pyrophosphate extract; about 10 percent dark

reddish brown (5YR 3/4) wood fragments; slightly

acid (pH 6.2 by the Truog method); clear smooth

boundary.

Oa2—7 to 35 inches; muck, dark reddish brown (5YR

3/2) broken face, dark reddish brown (5YR 2/2)

rubbed, dark reddish brown (5YR 3/3) pressed;

about 20 percent fiber, 4 percent rubbed; weak

coarse subangular blocky structure; very friable;

primarily woody fibers; brown (10YR 5/3) sodium

pyrophosphate extract; about 15 percent dark

reddish brown (5YR 3/4) wood fragments; neutral

(pH 7.1 by the Truog method); clear smooth

boundary.

Oa3—35 to 55 inches; muck, dark reddish brown (5YR

2/2) broken face and rubbed, dark brown (7.5YR

3/2) pressed; about 15 percent fiber, 6 percent

rubbed; massive; very friable; primarily

herbaceous fibers; brown (10YR 5/3) sodium

pyrophosphate extract; about 3 percent dark

reddish brown (5YR 3/2) wood twigs; slightly
Menominee County, Wisconsin 113

alkaline (pH 7.5 by the Truog method); clear

smooth boundary.

Oa4—55 to 60 inches; muck, black (10YR 2/1) broken

face and rubbed, very dark brown (10YR 2/2)

pressed; about 5 percent fiber, 1 percent rubbed;

massive; very friable; primarily herbaceous fibers;

pale brown (10YR 6/3) sodium pyrophosphate

extract; about 1 percent dark reddish brown (5YR

3/2) wood twigs; slightly alkaline (pH 7.5 by the

Truog method).

Range in Characteristics

Thickness of the organic material: More than 51

inches

Thickness of the sphagnum moss mantle: 0 to 6

inches

Content of wood fragments: 0 to 30 percent

Oa horizon:

Hue—5YR, 7.5YR, or 10YR

Value—2 or 3

Chroma—1 to 3

Texture—muck

Mahtomedi Series

Depth class: Very deep

Drainage class: Excessively drained

Permeability: Rapid

Landform: Outwash plains, outwash fans, eskers, and

kames

Parent material: Sandy and gravelly outwash

Slope range: 0 to 35 percent

Taxonomic classification: Mixed, frigid Typic

Udipsamments

Typical Pedon

Mahtomedi loamy sand, 0 to 6 percent slopes,

approximately 330 feet south and 2,640 feet east of

the northwest corner of sec. 27, T. 28 N., R. 15 E.

A—0 to 4 inches; very dark gray (10YR 3/1) loamy

sand, dark gray (10YR 4/1) dry; moderate medium

granular structure; friable; many fine roots;

common uncoated sand grains; about 6 percent

gravel; strongly acid; abrupt wavy boundary.

Bw1—4 to 7 inches; dark brown (7.5YR 3/4) loamy

sand; weak fine subangular blocky structure;

friable; many fine roots; common medium

prominent very dark gray (10YR 3/1) wormcasts;

about 7 percent gravel; moderately acid; clear

wavy boundary.

Bw2—7 to 13 inches; brown (7.5YR 4/4) sand; weak

medium subangular blocky structure; very friable;

common fine roots; about 9 percent gravel;

moderately acid; clear wavy boundary.

Bw3—13 to 20 inches; strong brown (7.5YR 4/6) sand;

weak medium subangular blocky structure; very

friable; common fine roots; about 11 percent

gravel and 1 percent cobbles; strongly acid; clear

wavy boundary.

BC1—20 to 26 inches; strong brown (7.5YR 5/6)

gravelly sand; single grain; loose; few fine roots;

about 21 percent gravel and 1 percent cobbles;

strongly acid; clear wavy boundary.

BC2—26 to 38 inches; yellowish brown (10YR 5/6)

gravelly sand; single grain; loose; few fine roots;

about 16 percent gravel and 1 percent cobbles;

moderately acid; clear wavy boundary.

C—38 to 60 inches; light yellowish brown (10YR 6/4),

stratified sand and gravelly sand; single grain;

loose; few fine roots; about 17 percent gravel and

1 percent cobbles as an average; slightly acid.

Range in Characteristics

Thickness of the solum: 20 to 40 inches

Content of gravel: 0 to 35 percent in the solum; 15 to

35 percent as a weighted average in the

substratum; 0 to 60 percent in individual strata

Content of cobbles: 0 to 10 percent throughout the

profile

O horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 to 3

Texture—loamy sand

AB horizon (if it occurs):

Hue—7.5YR or 10YR

Value—3

Chroma—3

Texture—sand or loamy sand

Bw horizon:

Hue—7.5YR or 10YR

Value—3 or 4

Chroma—4 to 6

Texture—sand, loamy sand, gravelly sand, or

gravelly loamy sand

BC horizon:

Hue—7.5YR or 10YR

Value—5
114 Soil Survey of

Chroma—4 to 6

Texture—sand, coarse sand, gravelly sand, or

gravelly coarse sand

C horizon:

Hue—7.5YR or 10YR

Value—5 or 6

Chroma—4

Texture—typically strata of sand, coarse sand,

gravelly sand, or gravelly coarse sand; thin

strata of very gravelly sand or very gravelly

coarse sand in many pedons

Markey Series

Depth class: Very deep

Drainage class: Very poorly drained

Permeability: Moderately rapid to moderately slow in

the organic material and rapid or very rapid in the

mineral deposits

Landform: Outwash plains

Parent material: Organic material over sandy outwash

Slope range: 0 to 1 percent

Taxonomic classification: Sandy or sandy-skeletal,

mixed, euic, frigid Terric Haplosaprists

Typical Pedon

Markey muck, in an area of Lupton, Markey, and

Cathro mucks, 0 to 1 percent slopes, approximately

370 feet south and 1,910 feet west of the northeast

corner of sec. 35, T. 29 N., R. 16 E.

Oa1—0 to 8 inches; muck, black (5YR 2/1) broken

face and rubbed, dark reddish brown (5YR 2/2)

pressed; about 20 percent fiber, 8 percent rubbed;

weak medium granular structure; very friable;

many fine roots; herbaceous and woody fibers;

very pale brown (10YR 7/4) sodium

pyrophosphate extract; about 10 percent brown

(7.5YR 4/4) wood fragments; moderately acid (pH

5.7 by the Truog method); clear smooth boundary.

Oa2—8 to 28 inches; muck, dark reddish brown (5YR

3/2) broken face, black (5YR 2/1) rubbed, dark

reddish brown (5YR 3/3) pressed; about 12

percent fiber, 2 percent rubbed; weak coarse

subangular blocky structure; very friable;

herbaceous and woody fibers; about 40 percent

mineral ash material in the lower 2 inches; brown

(10YR 4/3) sodium pyrophosphate extract; about

15 percent brown (7.5YR 4/4) wood fragments;

slightly acid (pH 6.4 by the Truog method); abrupt

smooth boundary.

C—28 to 60 inches; pale brown (10YR 6/3) sand;

single grain; loose; about 3 percent gravel; slightly

alkaline.

Range in Characteristics

Thickness of the organic material: 16 to 51 inches

Thickness of the sphagnum moss mantle: 0 to 4

inches

Content of wood fragments in the organic material: 0

to 15 percent

Content of gravel: 0 to 15 percent in the sandy

outwash

Content of cobbles: 0 to 5 percent in the sandy

outwash

Oa horizon:

Hue—5YR, 7.5YR, or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—muck

A horizon (if it occurs):

Hue—10YR

Value—2 or 3

Chroma—1

Texture—typically coarse sand, sand, fine sand, or

the gravelly analogs of these textures; loamy

sand or gravelly loamy sand in some pedons

C horizon:

Hue—7.5YR, 10YR, 2.5Y, or 5Y

Value—3 to 6

Chroma—1 to 3

Texture—typically coarse sand, sand, fine sand, or

the gravelly analogs of these textures; loamy

sand or gravelly loamy sand in some pedons

Menominee Series

Depth class: Very deep

Drainage class: Well drained

Permeability: Rapid in the upper part of the profile and

moderate or moderately slow in the lower part

Landform: Moraines

Parent material: Sandy outwash over loamy or silty

glacial till

Slope range: 6 to 35 percent

Taxonomic classification: Sandy over loamy, mixed,

active, frigid Alfic Haplorthods

Typical Pedon

Menominee loamy fine sand, 6 to 15 percent slopes,

approximately 1,250 feet north and 2,020 feet east of

the southwest corner of sec. 36, T. 29 N., R. 16 E.
Menominee County, Wisconsin 115

Oe—0 to 1 inch; dark brown (7.5YR 3/2), moderately

decomposed plant material; weak fine subangular

blocky structure; very friable; many fine roots;

about 10 percent sand grains; moderately acid;

abrupt wavy boundary.

Oa—1 to 2 inches; very dark gray (10YR 3/1), highly

decomposed plant material; weak fine granular

structure; very friable; many fine roots; about 30

percent sand grains; strongly acid; abrupt wavy

boundary.

E—2 to 4 inches; brown (7.5YR 5/2) loamy fine sand,

pinkish gray (7.5YR 7/2) dry; weak medium platy

structure; very friable; many fine roots; about 2

percent gravel and 1 percent cobbles; moderately

acid; abrupt wavy boundary.

Bs1—4 to 8 inches; dark brown (7.5YR 3/4) loamy fine

sand; weak fine subangular blocky structure; very

friable; many fine roots; about 2 percent gravel and

1 percent cobbles; moderately acid; clear wavy

boundary.

Bs2—8 to 17 inches; brown (7.5YR 4/4) loamy fine

sand; weak medium subangular blocky structure;

very friable; many fine roots; about 2 percent

gravel and 2 percent cobbles; strongly acid;

gradual wavy boundary.

Bs3—17 to 27 inches; strong brown (7.5YR 4/6) fine

sand; weak medium subangular blocky structure;

very friable; common fine roots; about 6 percent

gravel and 5 percent cobbles; moderately acid;

clear wavy boundary.

2E/B—27 to 37 inches; 70 percent brown (10YR 5/3)

sandy loam (2E), very pale brown (10YR 7/3) dry;

moderate medium platy structure; friable; extends

as tongues into reddish brown (5YR 4/4) loam

(2Bt); moderate fine subangular blocky structure;

firm; common distinct dark reddish brown (5YR

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

about 7 percent gravel and 3 percent cobbles;

moderately acid; clear wavy boundary.

2B/E—37 to 60 inches; 80 percent reddish brown

(5YR 4/4) loam (2Bt); moderate medium angular

blocky structure; firm; common distinct dark

reddish brown (5YR 3/4) clay films on faces of

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

fine sandy loam (2E), very pale brown (10YR 7/3)

dry; moderate medium platy structure; few fine

roots; about 4 percent gravel and 2 percent

cobbles; slightly acid; gradual wavy boundary.

2Bt—60 to 74 inches; reddish brown (5YR 4/4) loam;

weak coarse prismatic structure parting to weak

medium angular blocky; friable; few fine roots;

many distinct dark reddish brown (5YR 3/4) clay

films on faces of peds and many prominent dark

brown (7.5YR 3/2) clay films in pores; many

prominent brown (10YR 5/3) coatings of clean

sand grains on vertical faces of prisms; about 4

percent gravel and 2 percent cobbles; neutral;

gradual wavy boundary.

2C—74 to 80 inches; reddish brown (5YR 4/3) silt

loam; massive (moderate thin plates inherited from

the parent material); friable; few fine roots; slightly

effervescent; about 4 percent gravel and 2 percent

cobbles; moderately alkaline.

Range in Characteristics

Thickness of the sandy mantle: 20 to 40 inches

Thickness of the solum and depth to carbonates: 40 to

80 inches

Content of gravel: 0 to 15 percent in the sandy mantle

and 0 to 10 percent in the till

Content of cobbles: 0 to 7 percent throughout the profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—loamy fine sand

E horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2

Texture—sand, loamy sand, fine sand, or loamy

fine sand

Bs horizon:

Hue—5YR or 7.5YR

Value—3 or 4

Chroma—4 to 6

Texture—sand, loamy sand, fine sand, or loamy

fine sand

E ́ horizon (if it occurs):

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sand, loamy sand, fine sand, or loamy

fine sand
116 Soil Survey of

2E part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—typically sandy loam or fine sandy loam;

loamy sand or loamy fine sand in some pedons

2Bt horizon or 2Bt part of glossic horizon:

Hue—2.5YR or 5YR

Value—4 or 5

Chroma—3 or 4

Texture—typically loam, clay loam, or sandy clay

loam; subhorizons of silt loam in some pedons

2C horizon:

Hue—2.5YR or 5YR

Value—4 or 5

Chroma—3 or 4

Texture—typically silt loam or loam; clay loam or

sandy clay loam in some pedons

Mequithy Series

Depth class: Moderately deep to igneous bedrock

Drainage class: Well drained

Permeability: Moderate

Landform: Outwash plains and stream terraces

Parent material: Loamy deposits over bedrock

Slope range: 0 to 15 percent

Taxonomic classification: Coarse-loamy, mixed,

superactive, frigid Alfic Haplorthods

Typical Pedon

Mequithy fine sandy loam, in an area of MequithyRock outcrop complex, 6 to 15 percent slopes,

approximately 430 feet east and 2,330 feet north of

the southwest corner of sec. 19, T. 29 N., R. 14 E.

A—0 to 3 inches; very dark gray (10YR 3/1) fine sandy

loam, gray (10YR 5/1) dry; moderate fine and

medium granular structure; friable; many fine

roots; common prominent black (5YR 2/1) wood

charcoal fragments; about 3 percent gravel and 2

percent cobbles; strongly acid; abrupt wavy

boundary.

E—3 to 4 inches; brown (7.5YR 5/2) fine sandy loam,

pinkish gray (7.5YR 7/2) dry; weak medium platy

structure; very friable; many fine roots; about 3

percent gravel and 2 percent cobbles; very

strongly acid; abrupt broken boundary.

Bs1—4 to 7 inches; dark brown (7.5YR 3/4) fine sandy

loam; weak very fine subangular blocky structure;

very friable; many fine roots; about 5 percent

gravel and 4 percent cobbles; very strongly acid;

clear wavy boundary.

Bs2—7 to 13 inches; brown (7.5YR 4/4) fine sandy

loam; weak fine subangular blocky structure; very

friable; many fine roots; about 3 percent gravel and

3 percent cobbles; strongly acid; gradual wavy

boundary.

2E/B—13 to 21 inches; 80 percent brown (7.5YR 5/3)

sandy loam (E), pink (7.5YR 7/3) dry; weak

medium platy structure; very friable; extends as

tongues into and surrounds remnants of yellowish

red (5YR 4/6) sandy loam (Bt); moderate fine

subangular blocky structure; friable; few distinct

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

of peds; common fine roots; about 6 percent

gravel and 2 percent cobbles; strongly acid; clear

wavy boundary.

2B/E—21 to 27 inches; 85 percent yellowish red (5YR

4/6) sandy loam (Bt); moderate medium

subangular blocky structure (weak thick and very

thick plates inherited from the parent material);

friable; few distinct dark reddish brown (5YR 3/4)

clay films on faces of peds; penetrated by tongues

of brown (7.5YR 5/3) sandy loam (E), pink (7.5YR

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

fine roots; about 8 percent gravel and 5 percent

cobbles; very strongly acid; abrupt wavy boundary.

2R—27 inches; unweathered igneous bedrock.

Range in Characteristics

Depth to bedrock: 20 to 40 inches

Thickness of the solum: 20 to 40 inches

Content of gravel: 0 to 15 percent in the upper part of

the solum and 5 to 30 percent in the lower part

Content of cobbles: 0 to 15 percent throughout the

profile

O horizon (if it occurs):

Hue—5YR, 7.5YR, or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—fine sandy loam

E horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2

Texture—sandy loam, fine sandy loam, or loam

Bs horizon:

Hue—5YR or 7.5YR
Menominee County, Wisconsin 117

Value—3 or 4

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam

E ́ horizon (if it occurs) or E ́ part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

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

the gravelly analogs of these textures

Bt horizon (if it occurs) or Bt part of glossic horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 or 5

Chroma—4 to 6

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

the gravelly analogs of these textures

2R layer:

Kind of bedrock—hard, fractured igneous or

metamorphic bedrock

Minocqua Series

Depth class: Very deep

Drainage class: Poorly drained

Permeability: Moderate in the upper part of the profile

and rapid or very rapid in the lower part

Landform: Outwash plains and stream terraces

Parent material: Loamy alluvium over sandy outwash

Slope range: 0 to 2 percent

Taxonomic classification: Coarse-loamy over sandy or

sandy-skeletal, mixed, superactive, nonacid, frigid

Typic Endoaquepts

Typical Pedon

Minocqua muck, 0 to 2 percent slopes, approximately

390 feet north and 1,560 feet west of the southeast

corner of sec. 30, T. 30 N., R. 13 E.

Oa—0 to 6 inches; muck, black (7.5YR 2/1) broken

face, black (5YR 2/1) rubbed and pressed; about

10 percent fiber, 3 percent rubbed; weak fine

subangular blocky structure; very friable; many

fine roots; primarily herbaceous fibers; brown

(10YR 5/3) sodium pyrophosphate extract; about 5

percent dark brown (7.5YR 3/4) wood fragments;

slightly acid (pH 6.4 by the Truog method); abrupt

smooth boundary.

A—6 to 8 inches; very dark gray (10YR 3/1) silt loam,

dark gray (10YR 4/1) dry; weak fine subangular

blocky structure; friable; many fine roots; many

fine prominent dark brown (7.5YR 3/4) masses of

iron accumulation; about 2 percent gravel;

moderately acid; abrupt wavy boundary.

Bg1—8 to 11 inches; dark gray (10YR 4/1) silt loam;

weak medium subangular blocky structure; friable;

common fine roots; many fine prominent dark

brown (7.5YR 3/4) masses of iron accumulation;

about 1 percent gravel; moderately acid; clear

broken boundary.

Bg2—11 to 24 inches; grayish brown (2.5Y 5/2) silt

loam; weak coarse subangular blocky structure (a

few vertical cleavage planes); friable; few fine

roots; few fine prominent dark reddish brown (5YR

3/4) and many fine prominent dark yellowish

brown (10YR 4/6) masses of iron accumulation;

about 1 percent gravel; slightly acid; gradual wavy

boundary.

Bg3—24 to 30 inches; gray (5Y 5/1) silt loam; weak

coarse subangular blocky structure (a few vertical

cleavage planes); friable; few fine roots; few fine

prominent reddish brown (5YR 4/4) and many

medium prominent dark yellowish brown (10YR

4/6) masses of iron accumulation; about 1 percent

gravel; slightly acid; clear wavy boundary.

2Bg4—30 to 35 inches; grayish brown (10YR 5/2)

loam; weak coarse subangular blocky structure (a

few vertical cleavage planes); very friable; few fine

roots; few fine prominent dark brown (7.5YR 3/4)

and common fine prominent strong brown (7.5YR

4/6) masses of iron accumulation; about 2 percent

gravel; slightly acid; abrupt wavy boundary.

2Bw—35 to 38 inches; brown (10YR 4/3) sandy loam;

weak coarse subangular blocky structure; very

friable; few fine roots; common fine prominent

strong brown (7.5YR 4/6) masses of iron

accumulation; about 8 percent gravel; slightly acid;

abrupt wavy boundary.

3C—38 to 66 inches; yellowish brown (10YR 5/4),

stratified sand; single grain; loose; about 3 percent

gravel as an average; neutral.

Range in Characteristics

Thickness of the organic material: 2 to 6 inches

Thickness of the solum and depth to sandy outwash:

20 to 40 inches

Thickness of the silty mantle: 0 to 40 inches

Content of gravel: 0 to 35 percent in the silty or loamy

mantle (typically less than 15 percent); 0 to 35

percent as a weighted average in the sandy

outwash; 0 to 60 percent in individual strata

Content of cobbles: 0 to 5 percent throughout the

profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—5YR, 7.5YR, or 10YR
118 Soil Survey of

Value—2 or 3

Chroma—1 or 2

Texture—muck or mucky peat

A horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

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

silt loam

Bg or 2Bg horizon:

Hue—7.5YR, 10YR, 2.5Y, or 5Y

Value—4 to 6

Chroma—1 or 2

Texture—typically sandy loam, fine sandy loam,

loam, or silt loam; gravelly sandy loam or

gravelly fine sandy loam in some pedons

3B horizon (if it occurs):

Hue—7.5YR, 10YR, 2.5Y, or 5Y

Value—4 to 6

Chroma—1 to 3

Texture—typically sand, loamy sand, gravelly

sand, or gravelly loamy sand; very gravelly

sand or very gravelly loamy sand in some

pedons

3C horizon:

Hue—10YR, 2.5Y, or 5Y

Value—4 to 6

Chroma—2 to 4

Texture—typically strata of coarse sand, sand,

gravelly coarse sand, or gravelly sand; thin

strata of very gravelly coarse sand or very

gravelly sand in some pedons

Moodig Series

Depth class: Very deep

Drainage class: Somewhat poorly drained

Permeability: Moderate in the upper part of the profile

and moderate or moderately rapid in the lower

part

Landform: Moraines and drumlins

Parent material: Sandy or loamy glacial till

Slope range: 0 to 4 percent

Taxonomic classification: Coarse-loamy, mixed,

superactive, frigid Alfic Epiaquods

Typical Pedon

Moodig fine sandy loam, 0 to 4 percent slopes,

bouldery, approximately 975 feet east and 640 feet

north of the southwest corner of sec. 32, T. 30 N., R.

13 E.

Oe—0 to 1 inch; very dark grayish brown (10YR 3/2),

moderately decomposed plant material; weak fine

subangular blocky structure; very friable; many

fine roots; very strongly acid; abrupt wavy

boundary.

Oa—1 to 2 inches; black (10YR 2/1), highly

decomposed plant material; weak fine subangular

blocky structure; very friable; many fine roots; very

strongly acid; abrupt wavy boundary.

E—2 to 5 inches; grayish brown (10YR 5/2) fine sandy

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

platy structure; very friable; many fine roots; about

2 percent gravel and 1 percent cobbles; very

strongly acid; abrupt wavy boundary.

Bhs—5 to 9 inches; dark reddish brown (5YR 3/2) fine

sandy loam; weak fine subangular blocky

structure; very friable; many fine roots; about 3

percent gravel and 1 percent cobbles; strongly

acid; abrupt wavy boundary.

Bs—9 to 14 inches; dark brown (7.5YR 3/4) fine sandy

loam; weak medium subangular blocky structure;

very friable; many fine roots; few fine prominent

dark red (2.5YR 3/6) and common fine prominent

yellowish red (5YR 4/6) masses of iron

accumulation; about 3 percent gravel and 1

percent cobbles; strongly acid; clear wavy

boundary.

E/B—14 to 19 inches; 80 percent brown (10YR 5/3)

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

moderate medium platy structure; friable; extends

as tongues into yellowish brown (10YR 5/4) sandy

loam (Bt); weak fine subangular blocky structure;

friable; few prominent dark reddish brown (5YR

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

roots; few medium faint and distinct light brownish

gray (10YR 6/2) masses of iron depletion;

common fine prominent dark red (2.5YR 3/6) and

common medium prominent yellowish red (5YR

4/6) masses of iron accumulation; few fine

prominent dark reddish brown (2.5YR 2/3) ironmanganese concretions; about 8 percent gravel

and 2 percent cobbles; strongly acid; clear wavy

boundary.

B/E—19 to 25 inches; 60 percent strong brown (7.5YR

4/6) sandy loam (Bt); weak coarse prismatic

structure parting to moderate fine subangular

blocky; friable; few prominent dark reddish brown

(5YR 3/4) clay films on faces of peds; penetrated

by tongues of brown (10YR 5/3) sandy loam (E),

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

medium platy structure; friable; few fine roots; few

medium distinct and prominent grayish brown

(2.5Y 5/2) and brown (7.5YR 5/2) masses of iron

depletion; few fine prominent dark red (2.5YR 3/6)
Menominee County, Wisconsin 119

and common medium distinct and prominent

yellowish red (5YR 4/6) masses of iron

accumulation; few fine prominent dark reddish

brown (5YR 2/2) iron-manganese concretions;

about 8 percent gravel and 1 percent cobbles;

strongly acid; gradual wavy boundary.

Btg1—25 to 33 inches; brown (7.5YR 5/2) sandy loam;

weak coarse prismatic structure parting to

moderate medium subangular blocky; friable; few

fine roots; few distinct brown (7.5YR 4/2) clay films

on faces of peds; few medium prominent grayish

brown (2.5Y 5/2) masses of iron depletion; few

fine prominent dark red (2.5YR 3/6) and many

medium prominent yellowish red (5YR 4/6)

masses of iron accumulation; common fine

prominent black (5YR 2/1) iron-manganese

concretions; about 10 percent gravel and 2

percent cobbles; moderately acid; clear wavy

boundary.

Btg2—33 to 41 inches; gray (5Y 5/1) sandy loam;

weak coarse prismatic structure parting to weak

medium subangular blocky; friable; few fine roots;

common distinct gray (5Y 6/1) clay films on faces

of peds; few medium distinct dark greenish gray

(5G 4/1) masses of iron depletion; common

medium prominent dark yellowish brown (10YR

4/6) and yellowish red (5YR 4/6) masses of iron

accumulation; about 9 percent gravel and 2

percent cobbles; moderately acid; clear irregular

boundary.

Bt—41 to 49 inches; brown (10YR 5/3) sandy loam;

weak coarse prismatic structure parting to weak

medium subangular blocky; friable; few fine roots;

few distinct brown (7.5YR 4/2) clay films on faces

of peds; many medium prominent grayish brown

(2.5Y 5/2) masses of iron depletion; common

medium distinct dark yellowish brown (10YR 4/6)

masses of iron accumulation; about 6 percent

gravel and 1 percent cobbles; slightly acid; gradual

wavy boundary.

C—49 to 62 inches; brown (7.5YR 5/3) sandy loam;

massive; very friable; few fine roots; about 9

percent gravel and 2 percent cobbles; slightly acid.

Range in Characteristics

Thickness of the solum: 40 to 80 inches

Content of gravel: 0 to 15 percent in the upper part of

the solum and 2 to 35 percent in the lower part of

the solum and in the substratum

Content of cobbles: 0 to 15 percent throughout the

profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—5YR, 7.5YR, or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—fine sandy loam

E horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2

Texture—sandy loam, fine sandy loam, or loam

Bhs horizon:

Hue—5YR or 7.5YR

Value—3

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, or loam

Bs horizon:

Hue—5YR or 7.5YR

Value—3 or 4

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam

E ́ horizon (if it occurs) or E ́ part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—loamy sand, gravelly loamy sand, sandy

loam, gravelly sandy loam, fine sandy loam, or

loam

Bt horizon or Bt part of glossic horizon:

Hue—7.5YR, 10YR, 2.5Y, or 5Y

Value—4 or 5

Chroma—1 to 6

Texture—typically sandy loam, gravelly sandy loam,

fine sandy loam, or loam; loamy sand or gravelly

loamy sand in the lower part of some pedons

C horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—3 or 4

Texture—loamy sand, sandy loam, gravelly loamy

sand, or gravelly sandy loam
120 Soil Survey of

Morganlake Series

Depth class: Very deep

Drainage class: Moderately well drained

Permeability: Moderately rapid or rapid in the upper

part of the profile and moderately slow in the lower

part

Landform: Moraines

Parent material: Sandy outwash over loamy or silty

glacial till

Slope range: 0 to 6 percent

Taxonomic classification: Sandy over loamy, mixed,

active, frigid Alfic Oxyaquic Haplorthods

Typical Pedon

Morganlake loamy fine sand, 0 to 6 percent slopes,

approximately 1,090 feet east and 2,530 feet north of

the southwest corner of sec. 36, T. 29 N., R. 16 E.

Oe—0 to 1 inch; dark brown (7.5YR 3/2), moderately

decomposed plant material; weak fine subangular

blocky structure; very friable; many fine roots;

moderately acid; abrupt wavy boundary.

Oa—1 to 2 inches; black (10YR 2/1), highly

decomposed plant material; weak fine granular

structure; very friable; many fine roots; moderately

acid; abrupt wavy boundary.

E—2 to 4 inches; brown (7.5YR 4/2) loamy fine sand,

pinkish gray (7.5YR 6/2) dry; weak medium platy

structure; very friable; many fine roots; about 1

percent gravel; strongly acid; abrupt wavy

boundary.

Bs1—4 to 7 inches; dark reddish brown (5YR 3/4)

loamy fine sand; weak fine subangular blocky

structure; very friable; many fine roots; about 2

percent gravel; strongly acid; abrupt broken

boundary.

Bs2—7 to 14 inches; brown (7.5YR 4/4) loamy fine

sand; weak medium subangular blocky structure;

very friable; many fine roots; about 2 percent

gravel; strongly acid; clear wavy boundary.

Bs3—14 to 26 inches; strong brown (7.5YR 4/6) fine

sand; weak medium subangular blocky structure;

very friable; common fine roots; about 3 percent

gravel; moderately acid; abrupt wavy boundary.

2E/B—26 to 36 inches; 70 percent brown (10YR 5/3)

fine sandy loam (2E), very pale brown (10YR 7/3)

dry; weak medium platy structure; very friable;

extends as tongues into reddish brown (5YR 4/4)

loam (2Bt); moderate fine subangular blocky

structure; friable; few distinct dark reddish brown

(5YR 3/4) clay films on faces of peds; few fine

roots; common medium distinct yellowish red

(5YR 4/6) and few fine distinct and prominent dark

red (2.5YR 3/6) masses of iron accumulation;

common fine distinct and prominent dark reddish

brown (5YR 2/2) iron-manganese concretions;

about 5 percent gravel and 2 percent cobbles;

moderately acid; clear wavy boundary.

2Bt1—36 to 51 inches; reddish brown (5YR 4/4) loam;

weak coarse prismatic structure parting to

moderate medium angular blocky (moderate thick

plates inherited from the parent material); firm; few

fine roots; common distinct dark reddish brown

(5YR 3/4) clay films on faces of peds and many

prominent dark brown (7.5YR 3/2) clay films in

pores; common prominent brown (10YR 5/3)

coatings of clean sand grains on vertical faces of

prisms; few fine prominent dark red (2.5YR 3/6)

and common medium distinct yellowish red (5YR

4/6) masses of iron accumulation; few distinct dark

reddish brown (5YR 2/2) iron-manganese

concretions; about 4 percent gravel and 1 percent

cobbles; moderately acid; clear wavy boundary.

2Bt2—51 to 65 inches; reddish brown (5YR 4/3) loam;

weak coarse prismatic structure parting to weak

medium angular blocky (weak medium plates

inherited from the parent material); friable; few fine

roots; few distinct reddish brown (5YR 5/3) clay

films on faces of peds and many distinct dark

brown (7.5YR 3/2) clay films in pores; common

prominent brown (10YR 5/3) coatings of clean

sand grains on vertical faces of prisms; few fine

prominent gray (5Y 5/1) masses of iron depletion;

few fine prominent dark red (2.5YR 3/6) and many

medium prominent strong brown (7.5YR 4/6)

masses of iron accumulation; few fine distinct dark

reddish brown (5YR 2/2) iron-manganese

concretions; about 4 percent gravel and 1

percent cobbles; moderately acid; gradual wavy

boundary.

2C—65 to 80 inches; reddish brown (5YR 5/3) silt

loam; massive (weak medium plates inherited

from the parent material); friable; few fine roots;

few medium prominent gray (5Y 5/1) masses of

iron depletion; few fine prominent dark red (2.5YR

3/6) and common medium prominent strong

brown (7.5YR 4/6) masses of iron accumulation;

few fine prominent dark reddish brown (5YR 2/2)

iron-manganese concretions; about 4 percent

gravel and 1 percent cobbles; slightly acid.

Range in Characteristics

Thickness of the sandy mantle: 20 to 40 inches

Thickness of the solum and depth to carbonates: 40 to

80 inches

Content of gravel: 0 to 15 percent in the sandy mantle

and 0 to 10 percent in the till
Menominee County, Wisconsin 121

Content of cobbles: 0 to 7 percent throughout the

profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—loamy fine sand

E horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2

Texture—sand, loamy sand, fine sand, or loamy

fine sand

Bs horizon:

Hue—5YR or 7.5YR

Value—3 or 4

Chroma—4 to 6

Texture—sand, loamy sand, fine sand, or loamy

fine sand

E ́ horizon (if it occurs):

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sand, loamy sand, fine sand, or loamy

fine sand

2E part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—typically sandy loam or fine sandy loam;

loamy sand or loamy fine sand in some pedons

2Bt horizon or 2Bt part of glossic horizon:

Hue—2.5YR or 5YR

Value—4 or 5

Chroma—3 or 4

Texture—typically loam, clay loam, or sandy clay

loam; subhorizons of silt loam in some pedons

2C horizon:

Hue—2.5YR or 5YR

Value—4 or 5

Chroma—3 or 4

Texture—typically silt loam or loam; clay loam or

sandy clay loam in some pedons

Moshawquit Series

Depth class: Very deep

Drainage class: Well drained

Permeability: Rapid in the upper part of the profile,

moderate in the middle part, and rapid or very

rapid in the lower part

Landform: Moraines and outwash fans

Parent material: Sandy outwash over loamy till over

calcareous, sandy outwash

Slope range: 2 to 15 percent

Taxonomic classification: Loamy, mixed, active, frigid

Arenic Glossudalfs

Typical Pedon

Moshawquit loamy sand, 6 to 15 percent slopes,

approximately 430 feet west and 1,800 feet north of

the southeast corner of sec. 20, T. 29 N., R. 16 E.

Oa—0 to 1 inch; very dark brown (7.5YR 2/2), highly

decomposed plant material; weak fine subangular

blocky structure; very friable; many fine roots;

strongly acid; abrupt wavy boundary.

A—1 to 3 inches; very dark gray (10YR 3/1) loamy

sand, dark gray (10YR 4/1) dry; weak fine

subangular blocky structure; very friable; many

fine roots; common uncoated sand grains; about 1

percent gravel; strongly acid; abrupt wavy

boundary.

Bw1—3 to 7 inches; dark brown (7.5YR 3/4) loamy

sand; weak fine subangular blocky structure; very

friable; many fine roots; about 2 percent gravel;

strongly acid; clear wavy boundary.

Bw2—7 to 14 inches; brown (7.5YR 4/4) sand; weak

medium subangular blocky structure; very friable;

common fine roots; about 2 percent gravel;

strongly acid; gradual wavy boundary.

Bw3—14 to 26 inches; strong brown (7.5YR 4/6) sand;

weak medium subangular blocky structure; very

friable; common fine roots; about 3 percent gravel

and 1 percent cobbles; moderately acid; abrupt

wavy boundary.

2E/B—26 to 30 inches; 70 percent brown (10YR 5/3)

loamy sand (2E), very pale brown (10YR 7/3) dry;

weak medium platy structure; very friable;

surrounded by reddish brown (5YR 4/4) sandy

loam (2Bt); moderate fine angular blocky structure;

friable; common distinct dark reddish brown (5YR

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

roots; about 5 percent gravel and 1 percent

cobbles; strongly acid; clear wavy boundary.
122 Soil Survey of

2B/E1—30 to 39 inches; 70 percent reddish brown

(5YR 4/4) sandy loam (2Bt); moderate fine angular

blocky structure; friable; many distinct dark reddish

brown (5YR 3/4) clay films on faces of peds;

surrounded by brown (7.5YR 5/3) sandy loam

(2E), pink (7.5YR 7/3) dry; weak medium platy

structure; very friable; few fine roots; about 6

percent gravel and 1 percent cobbles; moderately

acid; clear wavy boundary.

2B/E2—39 to 48 inches; 80 percent reddish brown

(5YR 4/3) sandy loam (2Bt); weak medium

subangular blocky structure; friable; common

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

faces of peds; surrounded by brown (7.5YR 5/3)

sandy loam (2E), pink (7.5YR 7/3) dry; weak

medium platy structure; very friable; few fine roots;

about 7 percent gravel and 1 percent cobbles;

moderately acid; abrupt wavy boundary.

3C—48 to 60 inches; light yellowish brown (10YR 6/4)

sand; single grain; loose; about 2 percent gravel;

slightly alkaline.

Range in Characteristics

Thickness of the sandy mantle: 20 to 40 inches

Thickness of the loamy deposits (material in the 2E/B

and 2B/E horizons): 10 to 30 inches

Thickness of the solum and depth to underlying sandy

deposits: 40 to 60 inches

Depth to carbonates: 40 to 80 inches

Content of gravel: 0 to 15 percent in the sandy mantle,

2 to 15 percent in the loamy deposits, and 0 to 35

percent in the underlying sandy deposits

Content of cobbles: 0 to 5 percent throughout the profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon:

Hue—10YR

Value—2 or 3

Chroma—1 to 3

Texture—loamy sand

Bw horizon:

Hue—7.5YR or 10YR

Value—3 to 5

Chroma—3 to 6

Texture—sand, loamy sand, fine sand, or loamy

fine sand

E ́ horizon (if it occurs):

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sand, loamy sand, fine sand, or loamy

fine sand

2E part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sand, loamy sand, sandy loam, fine

sand, loamy fine sand, or fine sandy loam

2Bt horizon (if it occurs) or 2Bt part of glossic horizon:

Hue—5YR or 7.5YR

Value—4 or 5

Chroma—3 or 4

Texture—typically sandy loam, fine sandy loam, or

loam; thin subhorizons of sandy clay loam in

some pedons

3Bt or 3BC horizon (if it occurs):

Hue—5YR or 7.5YR

Value—4 or 5

Chroma—4 to 6

Texture—sand, coarse sand, loamy sand, sandy

loam, or the gravelly analogs of these textures;

stratified in some pedons

3C horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—3 or 4

Texture—strata of sand, coarse sand, gravelly

sand, or gravelly coarse sand

Neconish Series

Depth class: Very deep

Drainage class: Moderately well drained

Permeability: Rapid

Landform: Outwash plains, stream terraces, lake

plains, and outwash fans

Parent material: Sandy outwash

Slope range: 0 to 3 percent

Taxonomic classification: Sandy, isotic, frigid Oxyaquic

Haplorthods

Typical Pedon

Neconish fine sand, 0 to 3 percent slopes,

approximately 165 feet west and 1,175 feet north of

the southeast corner of sec. 33, T. 29 N., R. 16 E.

Oa—0 to 1 inch; black (10YR 2/1), highly decomposed

plant material; weak medium granular structure;
Menominee County, Wisconsin 123

very friable; many fine roots; about 5 percent sand

grains; very strongly acid; abrupt wavy boundary.

E—1 to 4 inches; grayish brown (10YR 5/2) fine sand,

light gray (10YR 7/2) dry; weak fine subangular

blocky structure; very friable; many fine roots;

extremely acid; abrupt wavy boundary.

Bs1—4 to 8 inches; dark brown (7.5YR 3/4) fine sand;

weak very fine subangular blocky structure; very

friable; many fine roots; very strongly acid; abrupt

wavy boundary.

Bs2—8 to 11 inches; brown (7.5YR 4/4) fine sand;

weak fine subangular blocky structure; very friable;

common fine roots; strongly acid; clear wavy

boundary.

Bs3—11 to 30 inches; strong brown (7.5YR 4/6) fine

sand; weak medium subangular blocky structure;

very friable; few fine roots; very strongly acid;

gradual wavy boundary.

BC—30 to 36 inches; brown (7.5YR 5/4) fine sand;

single grain; loose; few fine roots; few medium

prominent strong brown (7.5YR 5/8) masses of

iron accumulation; strongly acid; clear wavy

boundary.

C1—36 to 50 inches; strong brown (7.5YR 5/6) fine

sand; single grain; loose; few fine prominent red

(2.5YR 4/6), common medium prominent yellowish

red (5YR 5/8), and common coarse distinct light

brown (7.5YR 6/4) masses of iron accumulation;

strongly acid; clear wavy boundary.

C2—50 to 61 inches; light brown (7.5YR 6/4) fine

sand; single grain; loose; common medium

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

accumulation; strongly acid.

Range in Characteristics

Thickness of the solum: 25 to 45 inches

Content of gravel: 0 to 2 percent throughout the profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—fine sand

E horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2

Texture—fine sand or loamy fine sand

Bs horizon:

Hue—5YR or 7.5YR

Value—3 or 4

Chroma—4 to 6

Texture—fine sand or loamy fine sand

BC horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—4 to 6

Texture—fine sand or loamy fine sand

C horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—typically fine sand; sand or loamy fine

sand in some pedons

Neopit Series

Depth class: Very deep

Drainage class: Moderately well drained

Permeability: Moderate in the upper part of the profile

and moderate or moderately rapid in the lower

part

Landform: Moraines and drumlins

Parent material: Silty or loamy alluvium over sandy or

loamy glacial till

Slope range: 2 to 6 percent

Taxonomic classification: Coarse-loamy, mixed,

superactive, frigid Oxyaquic Glossudalfs

Typical Pedon

Neopit silt loam, 2 to 6 percent slopes, very bouldery,

approximately 2,030 feet west and 2,200 feet north of

the southeast corner of sec. 31, T. 30 N., R. 13 E.

Oa—0 to 1 inch; black (10YR 2/1), highly decomposed

plant material; weak fine subangular blocky

structure; very friable; many fine roots; neutral;

abrupt wavy boundary.

E—1 to 4 inches; dark grayish brown (10YR 4/2) silt

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

medium platy structure; very friable; many fine

roots; about 6 percent gravel and 5 percent

cobbles; very strongly acid; abrupt wavy

boundary.

Bw—4 to 12 inches; dark yellowish brown (10YR 4/4)

silt loam; weak fine subangular blocky structure;

very friable; many fine roots; about 7 percent
124 Soil Survey of

gravel and 5 percent cobbles; very strongly acid;

clear wavy boundary.

E ́—12 to 15 inches; brown (10YR 5/3) silt loam, very

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

platy structure; friable; common fine roots; about 4

percent gravel and 2 percent cobbles; very

strongly acid; clear wavy boundary.

E/B—15 to 20 inches; 80 percent brown (10YR 5/3)

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

dry; weak medium platy structure; very friable;

surrounds remnants of brown (7.5YR 4/4) loam

(Bt); moderate fine angular blocky structure; firm;

common distinct dark reddish brown (5YR 3/4)

clay films on faces of peds; common fine roots;

about 3 percent gravel and 1 percent cobbles;

strongly acid; clear wavy boundary.

B/E1—20 to 26 inches; 70 percent brown (7.5YR 4/4)

loam (Bt); moderate fine angular blocky structure;

firm; many distinct dark reddish brown (5YR 3/4)

clay films on faces of peds; penetrated by tongues

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

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

structure; very friable; few fine roots; few fine

prominent yellowish red (5YR 4/6) masses of iron

accumulation; about 3 percent gravel and 1

percent cobbles; strongly acid; clear wavy

boundary.

B/E2—26 to 36 inches; 80 percent brown (7.5YR 4/4)

sandy loam (Bt); moderate medium subangular

blocky structure; firm; many distinct dark reddish

brown (5YR 3/3) clay films on faces of peds;

penetrated by tongues of brown (7.5YR 5/3) sandy

loam (E ́), pink (7.5YR 7/3) dry; weak medium

platy structure; very friable; few fine roots; few fine

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

accumulation; few fine distinct and prominent dark

reddish brown (5YR 2/2) iron-manganese

concretions; about 5 percent gravel and 2 percent

cobbles; strongly acid; gradual wavy boundary.

B/E3—36 to 67 inches; 85 percent dark yellowish

brown (10YR 4/4) gravelly sandy loam (Bt); weak

medium subangular blocky structure (moderate

medium plates inherited from the parent material);

friable; few prominent reddish brown (5YR 4/3)

clay films on faces of peds; penetrated by tongues

of brown (10YR 5/3) gravelly sandy loam (E ́),

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

platy structure; very friable; few fine roots; few fine

prominent red (2.5YR 4/6) and common medium

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

accumulation; few fine prominent dark reddish

brown (5YR 2/2) iron-manganese concretions;

about 10 percent gravel and 7 percent cobbles;

strongly acid; gradual wavy boundary.

C—67 to 80 inches; brown (10YR 4/3) loamy sand;

massive; friable; about 12 percent gravel and 2

percent cobbles; moderately acid.

Range in Characteristics

Thickness of the solum: 45 to 85 inches

Content of gravel: 0 to 15 percent in the upper part of

the solum and 2 to 25 percent in the lower part of

the solum and in the substratum

Content of cobbles: 0 to 15 percent throughout the

profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon (if it occurs):

Hue—10YR

Value—2 or 3

Chroma—1 or 2

Texture—fine sandy loam or silt loam

E horizon:

Hue—10YR

Value—4 or 5

Chroma—2

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

silt loam

Bw horizon:

Hue—10YR

Value—3 or 4

Chroma—3 or 4

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

silt loam

E ́ horizon or E ́ part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—loamy sand, gravelly loamy sand, sandy

loam, gravelly sandy loam, fine sandy loam,

loam, or silt loam

Bt horizon (if it occurs) or Bt part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 or 5

Chroma—3 or 4

Texture—typically sandy loam, gravelly sandy

loam, fine sandy loam, or loam; loamy sand or
Menominee County, Wisconsin 125

gravelly loamy sand in the lower part of some

pedons

C horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—3 or 4

Texture—loamy sand, sandy loam, gravelly loamy

sand, or gravelly sandy loam

Noseum Series

Depth class: Very deep

Drainage class: Moderately well drained

Permeability: Moderately rapid in the upper part of the

profile and rapid in the lower part

Landform: Outwash plains, stream terraces, and

outwash fans

Parent material: Loamy alluvium over sandy outwash

Slope range: 0 to 3 percent

Taxonomic classification: Sandy, isotic, frigid Oxyaquic

Haplorthods

Typical Pedon

Noseum fine sandy loam, 0 to 3 percent slopes,

approximately 2,070 feet east and 2,070 feet south of

the northwest corner of sec. 34, T. 30 N., R. 13 E.

Oa—0 to 1 inch; black (7.5YR 2/1), highly

decomposed plant material; weak fine subangular

blocky structure; very friable; many fine roots;

about 10 percent sand grains; very strongly acid;

abrupt wavy boundary.

E—1 to 3 inches; brown (7.5YR 5/2) fine sandy loam,

pinkish gray (7.5YR 7/2) dry; weak medium platy

structure; very friable; many fine roots; about 1

percent gravel; very strongly acid; abrupt wavy

boundary.

Bs1—3 to 7 inches; dark brown (7.5YR 3/4) fine sandy

loam; weak fine subangular blocky structure; very

friable; many fine roots; about 3 percent gravel;

strongly acid; clear wavy boundary.

Bs2—7 to 14 inches; brown (7.5YR 4/4) fine sandy

loam; weak fine subangular blocky structure; very

friable; many fine roots; about 3 percent gravel;

strongly acid; clear wavy boundary.

2Bs3—14 to 19 inches; strong brown (7.5YR 4/6)

loamy fine sand; weak medium subangular blocky

structure; very friable; common fine roots; about 2

percent gravel; strongly acid; clear wavy boundary.

2BC1—19 to 22 inches; strong brown (7.5YR 5/6) fine

sand; weak medium subangular blocky structure

(weak medium to very thick plates inherited from

the parent material); very friable; few fine roots;

about 1 percent gravel; strongly acid; clear wavy

boundary.

2BC2—22 to 27 inches; yellowish brown (10YR 5/6)

fine sand; weak medium subangular blocky

structure (weak medium to very thick plates

inherited from the parent material); very friable;

few fine roots; strongly acid; clear wavy boundary.

2BC3—27 to 32 inches; yellowish brown (10YR 5/4)

fine sand; weak medium subangular blocky

structure (weak medium to very thick plates

inherited from the parent material); very friable;

few fine roots; strongly acid; gradual wavy

boundary.

2C1—32 to 44 inches; yellowish brown (10YR 5/4) fine

sand; single grain; loose; few fine roots; few fine

prominent red (2.5YR 4/8) and few medium

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

iron accumulation; common medium prominent

black (5YR 2/1) iron-manganese concretions;

moderately acid; gradual wavy boundary.

2C2—44 to 61 inches; yellowish brown (10YR 5/4) fine

sand; single grain; loose; few fine roots; common

fine prominent dark reddish brown (2.5YR 3/4),

common medium prominent red (2.5YR 4/6), and

common coarse prominent yellowish red (5YR

5/6) masses of iron accumulation; strongly acid.

Range in Characteristics

Thickness of the solum: 22 to 40 inches

Thickness of the loamy mantle: 10 to 20 inches

Content of gravel: 0 to 15 percent throughout the

profile

Content of cobbles: 0 to 5 percent throughout the

profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—fine sandy loam

E horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2
126 Soil Survey of

Texture—loamy sand, loamy fine sand, sandy

loam, or fine sandy loam

Bs horizon:

Hue—5YR or 7.5YR

Value—3 or 4

Chroma—4

Texture—sandy loam or fine sandy loam

2Bs horizon:

Hue—5YR or 7.5YR

Value—4

Chroma—4 to 6

Texture—sand, loamy sand, fine sand, or loamy

fine sand

2BC horizon:

Hue—7.5YR or 10YR

Value—5 or 6

Chroma—4 to 6

Texture—sand or fine sand

2C horizon:

Hue—7.5YR or 10YR

Value—5 or 6

Chroma—3 to 6

Texture—sand or fine sand

Padus Series

Depth class: Very deep

Drainage class: Well drained

Permeability: Moderate in the upper part of the profile

and rapid or very rapid in the lower part

Landform: Outwash plains, stream terraces, eskers,

and kames

Parent material: Loamy alluvium over sandy outwash

Slope range: 0 to 35 percent

Taxonomic classification: Coarse-loamy, mixed,

superactive, frigid Alfic Haplorthods

Typical Pedon

Padus fine sandy loam, 0 to 6 percent slopes,

approximately 2,030 feet east and 2,300 feet north of

the southwest corner of sec. 29, T. 30 N., R. 13 E.

Oa—0 to 1 inch; black (10YR 2/1), highly decomposed

plant material; weak fine granular structure; very

friable; many fine roots; about 20 percent sand

grains; strongly acid; abrupt wavy boundary.

E—1 to 4 inches; dark grayish brown (10YR 4/2) fine

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

weak medium platy structure; very friable; many

fine roots; about 2 percent gravel; strongly acid;

abrupt wavy boundary.

Bs1—4 to 6 inches; dark brown (7.5YR 3/4) fine sandy

loam; weak fine subangular blocky structure; very

friable; many fine roots; about 2 percent gravel;

strongly acid; clear broken boundary.

Bs2—6 to 13 inches; brown (7.5YR 4/4) fine sandy

loam; weak medium subangular blocky structure;

friable; many fine roots; about 2 percent gravel;

strongly acid; clear wavy boundary.

E/B—13 to 22 inches; 60 percent brown (10YR 5/3)

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

dry; moderate medium platy structure; friable;

extends as tongues into brown (7.5YR 4/4) fine

sandy loam (Bt); moderate fine subangular blocky

structure; friable; few distinct dark reddish brown

(5YR 3/4) clay films on faces of peds; common

fine roots; about 4 percent gravel and 4 percent

cobbles; very strongly acid; clear wavy boundary.

Bt1—22 to 27 inches; brown (7.5YR 4/4) sandy loam;

weak coarse prismatic structure parting to

moderate medium subangular blocky (moderate

thick and very thick plates inherited from the

parent material); firm; few fine roots; common

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

faces of peds; common prominent brown (10YR

5/3) coatings of clean sand grains on vertical

faces of prisms; about 10 percent gravel and 2

percent cobbles; very strongly acid; abrupt wavy

boundary.

2Bt2—27 to 31 inches; brown (7.5YR 4/4) loamy sand;

a few thin interbedded strata of sandy loam and

strong brown (7.5YR 4/6) sand; weak fine

subangular blocky structure; very friable; few fine

roots; common distinct dark reddish brown (5YR

3/4) clay bridges between mineral grains; about 7

percent gravel; strongly acid; abrupt wavy

boundary.

2C—31 to 61 inches; primarily yellowish brown (10YR

5/4), stratified sand and coarse sand; single grain;

loose; few fine roots; about 4 percent gravel as an

average; moderately acid.

Range in Characteristics

Thickness of the solum and thickness of the loamy

mantle: 24 to 40 inches

Content of gravel: 0 to 35 percent in the loamy mantle

(typically less than 15 percent); 0 to 35 percent as

a weighted average in the sandy outwash; 0 to 60

percent in individual strata

Content of cobbles: 0 to 5 percent throughout the

profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR
Menominee County, Wisconsin 127

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—fine sandy loam

E horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2

Texture—sandy loam, fine sandy loam, or loam

Bs horizon:

Hue—5YR or 7.5YR

Value—3 or 4

Chroma—4

Texture—sandy loam, fine sandy loam, or loam

Bw horizon (if it occurs):

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam

E ́ horizon (if it occurs) or E ́ part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, or loam

Bt horizon or Bt part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 or 5

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam

2Bt horizon:

Hue—7.5YR or 10YR

Value—4 or 5

Chroma—4 to 6

Texture—typically sand, loamy sand, gravelly

sand, or gravelly loamy sand; thin subhorizons

of very gravelly sand or very gravelly loamy

sand in some pedons

2C horizon:

Hue—7.5YR or 10YR

Value—5 or 6

Chroma—4

Texture—typically strata of coarse sand, sand,

gravelly coarse sand, or gravelly sand; thin

strata of very gravelly coarse sand or very

gravelly sand in some pedons

Padwet Series

Depth class: Very deep

Drainage class: Moderately well drained

Permeability: Moderate in the upper part of the profile

and rapid or very rapid in the lower part

Landform: Outwash plains

Parent material: Loamy alluvium over sandy outwash

Slope range: 0 to 6 percent

Taxonomic classification: Coarse-loamy, mixed,

superactive, frigid Alfic Haplorthods

Typical Pedon

Padwet fine sandy loam, 0 to 6 percent slopes,

approximately 880 feet north and 2,090 feet west of

the southeast corner of sec. 18, T. 30 N., R. 13 E.

A—0 to 3 inches; very dark gray (10YR 3/1) fine sandy

loam, gray (10YR 5/1) dry; moderate medium

granular structure; friable; many fine roots;

common uncoated sand grains; about 4 percent

gravel and 4 percent cobbles; strongly acid; abrupt

wavy boundary.

E—3 to 5 inches; dark grayish brown (10YR 4/2) fine

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

moderate medium platy structure; very friable;

many fine roots; many medium faint very dark gray

(10YR 3/1) wormcasts; about 4 percent gravel and

4 percent cobbles; moderately acid; abrupt wavy

boundary.

Bs1—5 to 7 inches; dark brown (7.5YR 3/4) fine sandy

loam; weak fine subangular blocky structure; very

friable; many fine roots; about 4 percent gravel and

2 percent cobbles; moderately acid; abrupt wavy

boundary.

Bs2—7 to 13 inches; brown (7.5YR 4/4) fine sandy

loam; weak fine subangular blocky structure; very

friable; many fine roots; about 4 percent gravel and

2 percent cobbles; moderately acid; abrupt wavy

boundary.

E/B—13 to 22 inches; 70 percent brown (10YR 5/3)

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

moderate medium platy structure; very friable;

extends as tongues into brown (7.5YR 4/4) sandy

loam (Bt); moderate fine subangular blocky

structure; friable; few distinct dark brown (7.5YR

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

roots; about 9 percent gravel and 2 percent

cobbles; strongly acid; clear wavy boundary.

B/E—22 to 32 inches; 80 percent brown (7.5YR 4/4)

sandy loam (Bt); moderate fine subangular blocky

structure; friable; common distinct dark brown

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

by tongues of brown (10YR 5/3) sandy loam (E),
128 Soil Survey of

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

medium platy structure; very friable; common fine

roots; few medium faint and prominent grayish

brown (10YR 5/2) masses of iron depletion; few

fine prominent dark red (2.5YR 3/6) and common

fine prominent yellowish red (5YR 4/6) masses of

iron accumulation; about 8 percent gravel and 2

percent cobbles; very strongly acid; clear wavy

boundary.

Bt—32 to 38 inches; brown (7.5YR 4/4) sandy loam;

weak coarse prismatic structure parting to

moderate fine angular blocky (moderate medium

and thick plates inherited from the parent

material); friable; few fine roots; common distinct

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

peds; common prominent brown (10YR 5/3)

coatings of clean sand grains on vertical faces of

prisms; common fine prominent yellowish red

(5YR 4/6) masses of iron accumulation; common

fine prominent dark reddish brown (5YR 2/2) ironmanganese concretions; about 7 percent gravel

and 2 percent cobbles; strongly acid; abrupt wavy

boundary.

2C—38 to 60 inches; primarily light yellowish brown

(10YR 6/4), stratified sand and coarse sand; a few

thin interbedded strata of brown (7.5YR 4/4) sand

(containing about 10 percent gravel); single grain;

loose; about 2 percent gravel as an average;

moderately acid.

Range in Characteristics

Thickness of the solum and thickness of the loamy

mantle: 24 to 40 inches

Content of gravel: 0 to 35 percent in the loamy mantle

(typically less than 15 percent); 0 to 35 percent as

a weighted average in the sandy outwash; 0 to 60

percent in individual strata

Content of cobbles: 0 to 5 percent throughout the

profile

O horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—fine sandy loam

E horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2

Texture—sandy loam, fine sandy loam, or loam

Bs horizon:

Hue—5YR or 7.5YR

Value—3 or 4

Chroma—4

Texture—sandy loam, fine sandy loam, or loam

Bw horizon (if it occurs):

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam

E ́ horizon (if it occurs) or E ́ part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, or loam

Bt horizon or Bt part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 or 5

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam

2Bt horizon (if it occurs):

Hue—7.5YR or 10YR

Value—4 or 5

Chroma—4 to 6

Texture—typically sand, loamy sand, gravelly

sand, or gravelly loamy sand; thin subhorizons

of very gravelly sand or very gravelly loamy

sand in some pedons

2C horizon:

Hue—7.5YR or 10YR

Value—5 or 6

Chroma—4 to 6

Texture—typically strata of coarse sand, sand,

gravelly coarse sand, or gravelly sand; thin

strata of very gravelly coarse sand or very

gravelly sand in some pedons

Pecore Series

Depth class: Very deep

Drainage class: Well drained

Permeability: Moderate in the upper part of the profile

and rapid or very rapid in the lower part

Landform: Moraines

Parent material: Loamy glacial till over calcareous,

sandy outwash

Slope range: 2 to 35 percent
Menominee County, Wisconsin 129

Taxonomic classification: Fine-loamy, mixed, active,

frigid Haplic Glossudalfs

Typical Pedon

Pecore loam, 15 to 35 percent slopes, approximately

310 feet west and 1,400 feet north of the southeast

corner of sec. 5, T. 28 N., R. 16 E.

Oa—0 to 2 inches; black (5YR 2/1), highly

decomposed plant material; weak medium

granular structure; very friable; many fine roots;

about 10 percent sand grains; moderately acid;

abrupt wavy boundary.

Bw1—2 to 4 inches; dark brown (10YR 3/3) loam;

weak fine subangular blocky structure; very friable;

many fine roots; about 3 percent gravel and 1

percent cobbles; moderately acid; abrupt wavy

boundary.

Bw2—4 to 10 inches; brown (10YR 4/3) loam; weak

medium subangular blocky structure; very friable;

many fine roots; about 4 percent gravel and 2

percent cobbles; moderately acid; clear wavy

boundary.

E/B—10 to 15 inches; 80 percent brown (7.5YR 5/2)

loam (E), pinkish gray (7.5YR 7/2) dry; weak

medium platy structure; very friable; extends as

tongues into reddish brown (2.5YR 4/4) loam (Bt);

moderate fine angular blocky structure; firm;

common distinct dark reddish brown (2.5YR 3/4)

clay films on faces of peds; common fine roots;

about 3 percent gravel and 1 percent cobbles;

strongly acid; clear wavy boundary.

B/E—15 to 27 inches; 80 percent reddish brown

(2.5YR 4/4) clay loam (Bt); moderate fine angular

blocky structure; firm; common distinct dark

reddish brown (2.5YR 3/4) clay films on faces of

peds; penetrated by tongues of brown (7.5YR 5/2)

loam (E), pinkish gray (7.5YR 7/2) dry; weak

medium platy structure; very friable; common fine

roots; about 3 percent gravel and 1 percent

cobbles; strongly acid; gradual wavy boundary.

Bt1—27 to 37 inches; reddish brown (2.5YR 4/4) clay

loam; weak coarse prismatic structure parting to

moderate fine angular blocky; firm; few fine roots;

many distinct reddish brown (2.5YR 4/3) and

common distinct dark reddish brown (5YR 3/3)

clay films on faces of peds; many prominent brown

(7.5YR 5/3) coatings of clean silt and sand grains

on vertical faces of prisms; about 2 percent gravel

and 1 percent cobbles; moderately acid; gradual

wavy boundary.

Bt2—37 to 47 inches; reddish brown (2.5YR 4/4) silt

loam; weak coarse prismatic structure parting to

moderate medium angular blocky (weak thick

plates inherited from the parent material); friable;

few fine roots; common distinct reddish brown

(5YR 4/3) clay films on faces of peds and many

prominent light reddish brown (2.5YR 6/3) clay

films in pores; common prominent brown (7.5YR

5/3) coatings of clean silt and sand grains on

vertical faces of prisms; about 2 percent gravel

and 1 percent cobbles; slightly acid; abrupt

smooth boundary.

2C—47 to 62 inches; primarily light yellowish brown

(10YR 6/4), stratified sand and coarse sand; a few

thin interbedded strata of yellowish red (5YR 4/6)

sand in the upper part; single grain; loose; few fine

roots; about 2 percent gravel as an average;

neutral.

Range in Characteristics

Thickness of the solum, thickness of the loamy

mantle, and depth to carbonates: 40 to 60 inches

Content of gravel: 2 to 15 percent in the loamy mantle;

0 to 35 percent as a weighted average in the

sandy outwash

Content of cobbles: 0 to 5 percent throughout the

profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon (if it occurs):

Hue—10YR

Value—2 or 3

Chroma—1 or 2

Texture—loam

E horizon (if it occurs):

Hue—10YR

Value—4 or 5

Chroma—2

Texture—sandy loam, fine sandy loam, or loam

Bw horizon:

Hue—7.5YR or 10YR

Value—3 to 5

Chroma—3 or 4

Texture—sandy loam, fine sandy loam, or loam

E ́ horizon (if it occurs) or E part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, or loam
130 Soil Survey of

Bt horizon or Bt part of glossic horizon:

Hue—2.5YR or 5YR

Value—4 or 5

Chroma—3 or 4

Texture—typically loam, clay loam, or sandy clay

loam; subhorizons of silt loam in some pedons

2Bt horizon (if it occurs):

Hue—5YR or 7.5YR

Value—4 to 6

Chroma—3 or 4

Texture—sand, loamy sand, gravelly sand, or

gravelly loamy sand

2C horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—3 or 4

Texture—stratified gravelly coarse sand to sand

Pence Series

Depth class: Very deep

Drainage class: Somewhat excessively drained

Permeability: Moderately rapid in the upper part of the

profile and rapid or very rapid in the lower part

Landform: Outwash plains, outwash fans, eskers, and

kames

Parent material: Loamy alluvium over sandy and

gravelly outwash

Slope range: 0 to 35 percent

Taxonomic classification: Sandy, mixed, frigid Typic

Haplorthods

Typical Pedon

Pence sandy loam, 15 to 35 percent slopes,

approximately 1,620 feet east and 30 feet south of the

northwest corner of sec. 8, T. 30 N., R. 14 E.

Oa—0 to 2 inches; black (7.5YR 2/1), highly

decomposed plant material; weak fine subangular

blocky structure; very friable; many fine roots;

about 10 percent sand grains; extremely acid;

abrupt wavy boundary.

E—2 to 5 inches; brown (7.5YR 5/2) sandy loam,

pinkish gray (7.5YR 7/2) dry; weak fine subangular

blocky structure; very friable; many fine roots;

about 6 percent gravel; very strongly acid; abrupt

wavy boundary.

Bs1—5 to 8 inches; dark brown (7.5YR 3/4) sandy

loam; weak fine subangular blocky structure;

friable; many fine roots; about 12 percent gravel;

very strongly acid; clear wavy boundary.

Bs2—8 to 14 inches; brown (7.5YR 4/4) gravelly sandy

loam; weak medium subangular blocky structure;

very friable; common fine roots; about 16 percent

gravel and 1 percent cobbles; very strongly acid;

clear wavy boundary.

2Bs3—14 to 18 inches; strong brown (7.5YR 4/6)

gravelly loamy sand; weak coarse subangular

blocky structure; very friable; few fine roots; about

20 percent gravel and 1 percent cobbles; strongly

acid; clear wavy boundary.

2C—18 to 62 inches; yellowish brown (10YR 5/4),

stratified coarse sand and gravelly coarse sand;

single grain; loose; few fine roots; about 20 percent

gravel as an average; moderately acid.

Range in Characteristics

Thickness of the solum: 18 to 36 inches

Thickness of the loamy mantle: 10 to 20 inches

Content of gravel: 0 to 35 percent in the loamy

mantle; 15 to 35 percent as a weighted average

in the sandy outwash; 0 to 60 percent in individual

strata

Content of cobbles: 0 to 10 percent throughout the

profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—sandy loam

E horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2

Texture—loamy sand or sandy loam

Bs horizon:

Hue—5YR or 7.5YR

Value—3 or 4

Chroma—4

Texture—sandy loam or gravelly sandy loam

2Bs horizon:

Hue—5YR or 7.5YR

Value—4

Chroma—4 to 6

Texture—coarse sand, sand, loamy sand, or the

gravelly analogs of these textures
Menominee County, Wisconsin 131

2BC horizon (if it occurs) or 2C horizon:

Hue—7.5YR or 10YR

Value—5 or 6

Chroma—4 to 6

Texture—typically strata of coarse sand, sand,

gravelly coarse sand, or gravelly sand; thin

strata of very gravelly coarse sand or very

gravelly sand in some pedons

Perote Series

Depth class: Very deep

Drainage class: Well drained

Permeability: Moderate in the upper part of the profile

and rapid or very rapid in the lower part

Landform: Moraines

Parent material: Loamy glacial till over calcareous,

sandy outwash

Slope range: 2 to 35 percent

Taxonomic classification: Coarse-loamy, mixed, active,

frigid Haplic Glossudalfs

Typical Pedon

Perote fine sandy loam, 2 to 6 percent slopes,

approximately 2,340 feet west and 1,070 feet south of

the northeast corner of sec. 29, T. 29 N., R. 16 E.

Oa—0 to 2 inches; black (7.5YR 2/1), highly

decomposed plant material; weak medium

granular structure; very friable; many fine roots;

about 10 percent sand grains; very strongly acid;

abrupt wavy boundary.

Bw1—2 to 4 inches; dark yellowish brown (10YR 3/4)

fine sandy loam; weak fine subangular blocky

structure; very friable; many fine roots; about 3

percent gravel and 2 percent cobbles; very

strongly acid; abrupt wavy boundary.

Bw2—4 to 11 inches; dark yellowish brown (10YR 4/4)

fine sandy loam; weak medium subangular blocky

structure; very friable; many fine roots; about 7

percent gravel and 2 percent cobbles; very

strongly acid; clear wavy boundary.

E/B—11 to 16 inches; 70 percent brown (10YR 5/3)

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

dry; weak medium platy structure; very friable;

extends as tongues into reddish brown (5YR 4/4)

fine sandy loam (Bt); moderate fine angular blocky

structure; friable; few distinct dark reddish brown

(5YR 3/3) clay films on faces of peds; common

fine roots; about 3 percent gravel and 1 percent

cobbles; strongly acid; clear wavy boundary.

B/E—16 to 29 inches; 80 percent reddish brown (5YR

4/4) loam (Bt); moderate fine angular blocky

structure; firm; many distinct dark reddish brown

(5YR 3/3) clay films on faces of peds; penetrated

by tongues of brown (10YR 5/3) sandy loam (E),

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

platy structure; very friable; common fine roots;

about 2 percent gravel and 1 percent cobbles;

strongly acid; gradual wavy boundary.

Bt1—29 to 39 inches; reddish brown (5YR 4/4) loam;

weak coarse prismatic structure parting to

moderate medium angular blocky; firm; few fine

roots; common distinct dark reddish brown (5YR

3/3) clay films on faces of peds; many prominent

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

grains on vertical faces of prisms; about 3 percent

gravel and 1 percent cobbles; strongly acid;

gradual wavy boundary.

Bt2—39 to 51 inches; brown (7.5YR 4/3) fine sandy

loam; weak coarse prismatic structure parting to

weak coarse angular blocky (moderate thin plates

inherited from the parent material); friable; few fine

roots; few distinct dark reddish brown (5YR 3/3)

clay films on faces of peds; many distinct dark

reddish brown (5YR 3/3) clay films in pores;

common distinct pale brown (10YR 6/3)

coatings of clean sand grains on vertical faces of

prisms; about 3 percent gravel and 1 percent

cobbles; moderately acid; abrupt smooth

boundary.

2C—51 to 62 inches; primarily pale brown (10YR 6/3),

stratified sand and coarse sand; a few thin

interbedded strata of fine sand; single grain; loose;

few fine roots; about 9 percent gravel as an

average; slightly alkaline.

Range in Characteristics

Thickness of the solum, thickness of the loamy

mantle, and depth to carbonates: 40 to 60 inches

Content of gravel: 2 to 15 percent in the loamy mantle;

0 to 35 percent as a weighted average in the

sandy outwash

Content of cobbles: 0 to 5 percent throughout the

profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon (if it occurs):

Hue—10YR

Value—2 or 3
132 Soil Survey of

Chroma—1 or 2

Texture—fine sandy loam

E horizon (if it occurs):

Hue—10YR

Value—4 or 5

Chroma—2

Texture—sandy loam, fine sandy loam, or loam

Bw horizon:

Hue—7.5YR or 10YR

Value—3 to 5

Chroma—3 or 4

Texture—sandy loam, fine sandy loam, or loam

E ́ horizon (if it occurs) or E part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—loamy sand, sandy loam, fine sandy

loam, or loam

Bt horizon or Bt part of glossic horizon:

Hue—5YR or 7.5YR

Value—4 or 5

Chroma—3 or 4

Texture—sandy loam, fine sandy loam, or loam

2Bt horizon (if it occurs):

Hue—5YR or 7.5YR

Value—4 to 6

Chroma—3 or 4

Texture—sand, loamy sand, gravelly sand, or

gravelly loamy sand

2C horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—3 or 4

Texture—stratified gravelly coarse sand to sand

Peshtigo Series

Depth class: Very deep

Drainage class: Somewhat poorly drained

Permeability: Moderate in the upper part of the profile

and moderately slow in the lower part

Landform: Moraines

Parent material: Calcareous, loamy or silty glacial till

Slope range: 0 to 4 percent

Taxonomic classification: Fine-loamy, mixed, active,

frigid Aquic Glossudalfs

Typical Pedon

Peshtigo loam, 0 to 4 percent slopes, approximately

20 feet east and 820 feet south of the northwest

corner of sec. 31, T. 28 N., R. 16 E.

A—0 to 5 inches; very dark brown (10YR 2/2) loam,

dark gray (10YR 4/1) dry; weak medium granular

structure; friable; many fine roots; few uncoated

sand grains; about 2 percent gravel and 4 percent

cobbles; strongly acid; abrupt wavy boundary.

E—5 to 11 inches; brown (10YR 4/3) loam, light gray

(10YR 7/2) dry; weak thin platy structure; very

friable; many fine roots; few fine prominent strong

brown (7.5YR 4/6) and common fine distinct dark

brown (7.5YR 3/4) masses of iron accumulation;

many medium faint very dark brown (10YR 2/2)

wormcasts; about 12 percent gravel and 4 percent

cobbles; strongly acid; clear wavy boundary.

E/B—11 to 15 inches; 80 percent brown (10YR 5/3)

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

dry; weak medium platy structure; very friable;

extends as tongues into reddish brown (5YR 4/4)

sandy clay loam (Bt); moderate fine subangular

blocky structure; friable; few distinct dark brown

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

roots; few fine distinct and prominent grayish

brown (10YR 5/2) masses of iron depletion;

common fine prominent dark red (2.5YR 3/6) and

many fine prominent strong brown (7.5YR 4/6)

masses of iron accumulation; common fine and

medium distinct and prominent dark reddish

brown (5YR 3/2) iron-manganese concretions;

common medium prominent very dark brown

(10YR 2/2) wormcasts; about 4 percent gravel and

3 percent cobbles; strongly acid; clear wavy

boundary.

B/E—15 to 29 inches; 70 percent reddish brown (5YR

4/4) loam (Bt); moderate fine angular blocky

structure (moderate thick plates inherited from the

parent material); firm; common distinct dark

reddish brown (5YR 3/4) clay films on faces of

peds; penetrated by tongues of brown (7.5YR 5/3)

sandy loam (E), pink (7.5YR 7/3) dry; weak

medium platy structure; very friable; common fine

roots; few fine distinct and prominent grayish

brown (10YR 5/2) masses of iron depletion; few

fine prominent dark red (2.5YR 3/6) and common

fine distinct and prominent yellowish red (5YR 4/6)

masses of iron accumulation; many fine distinct

and prominent dark reddish brown (5YR 2/2) ironmanganese concretions; few medium prominent

very dark brown (10YR 2/2) wormcasts; about 1

percent gravel and 2 percent cobbles; moderately

acid; gradual wavy boundary.

Bt1—29 to 46 inches; reddish brown (5YR 4/4) clay

loam; moderate medium prismatic structure
Menominee County, Wisconsin 133

parting to strong medium angular blocky

(moderate very thick plates inherited from the

parent material); firm; common fine roots; common

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

on faces of peds; many prominent brown (7.5YR

5/3) coatings of clean sand grains on vertical

faces of prisms; common fine prominent brown

(7.5YR 5/2) masses of iron depletion; few fine

prominent dark red (2.5YR 3/6) and common fine

distinct yellowish red (5YR 4/6) masses of iron

accumulation; many fine distinct dark reddish

brown (5YR 2/2) iron-manganese concretions;

about 1 percent gravel and 2 percent cobbles;

moderately acid; gradual wavy boundary.

Bt2—46 to 62 inches; reddish brown (5YR 4/4) clay

loam; weak coarse prismatic structure parting to

weak coarse angular blocky (weak medium plates

inherited from the parent material); friable; few fine

roots; common prominent dark reddish brown

(5YR 3/3) clay films on faces of peds and many

prominent brown (7.5YR 4/2) clay films in pores;

few prominent brown (7.5YR 5/3) coatings of

clean sand grains on vertical faces of prisms;

common medium prominent brown (7.5YR 5/2)

masses of iron depletion; common medium

distinct yellowish red (5YR 4/6) masses of iron

accumulation; many fine distinct dark reddish

brown (5YR 2/2) iron-manganese concretions;

about 1 percent gravel and 2 percent cobbles;

slightly acid; gradual wavy boundary.

C—62 to 80 inches; reddish brown (5YR 4/4) clay

loam; massive (moderate medium plates inherited

from the parent material); friable; few fine roots;

few fine distinct yellowish red (5YR 4/6) masses of

iron accumulation; few fine distinct dark reddish

brown (5YR 2/2) iron-manganese concretions;

slightly effervescent; about 1 percent gravel and 2

percent cobbles; slightly alkaline.

Range in Characteristics

Thickness of the solum: 40 to 70 inches

Depth to carbonates: 40 to 70 inches

Content of gravel: 0 to 10 percent throughout the

profile

Content of cobbles: 0 to 5 percent throughout the

profile

O horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon:

Hue—10YR

Value—2 or 3

Chroma—1 or 2

Texture—loam

Bw horizon (if it occurs):

Hue—10YR

Value—3 to 5

Chroma—3 or 4

Texture—sandy loam, fine sandy loam, or loam

E horizon or E part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, or loam

Bt horizon or Bt part of glossic horizon:

Hue—2.5YR or 5YR

Value—4 or 5

Chroma—3 or 4

Texture—typically loam, clay loam, or sandy clay

loam; subhorizons of silt loam in some pedons

C horizon:

Hue—2.5YR or 5YR

Value—4 or 5

Chroma—3 or 4

Texture—silt loam, loam, or clay loam

Rabe Series

Depth class: Very deep

Drainage class: Well drained

Permeability: Rapid in the upper part of the profile and

moderate in the lower part

Landform: Moraines

Parent material: Sandy outwash over loamy glacial till

Slope range: 2 to 35 percent

Taxonomic classification: Loamy, mixed, active, frigid

Arenic Glossudalfs

Typical Pedon

Rabe loamy sand, 15 to 35 percent slopes,

approximately 2,630 feet west and 1,170 feet north of

the southeast corner of sec. 31, T. 28 N., R. 15 E.

Oa—0 to 1 inch; black (10YR 2/1), highly decomposed

plant material; weak very fine subangular blocky

structure; very friable; many fine roots; about 5

percent sand grains; few black (5YR 2/1) wood

charcoal fragments; very strongly acid; abrupt

wavy boundary.
134 Soil Survey of

A—1 to 2 inches; very dark grayish brown (10YR 3/2)

loamy sand, grayish brown (10YR 5/2) dry; weak

fine subangular blocky structure; very friable;

many fine roots; common medium and coarse faint

black (10YR 2/1) wormcasts; about 4 percent

gravel; very strongly acid; abrupt wavy boundary.

Bw1—2 to 5 inches; dark yellowish brown (10YR 3/4)

loamy sand; weak fine subangular blocky

structure; very friable; many fine roots; about 2

percent gravel and 1 percent cobbles; strongly

acid; clear wavy boundary.

Bw2—5 to 13 inches; brown (7.5YR 4/4) sand; weak

medium subangular blocky structure; very friable;

many fine roots; about 2 percent gravel and 1

percent cobbles; strongly acid; clear wavy

boundary.

Bw3—13 to 25 inches; brown (7.5YR 5/4) sand; weak

medium subangular blocky structure; very friable;

common fine roots; about 2 percent gravel and 1

percent cobbles; moderately acid; abrupt wavy

boundary.

2E/B—25 to 35 inches; 70 percent brown (10YR 5/3)

sand (2E), light gray (10YR 7/2) dry; weak

medium platy structure; very friable; extends as

tongues into reddish brown (5YR 4/4) loam (2Bt);

moderate fine angular blocky structure; firm;

common distinct dark reddish brown (5YR 3/4)

clay films on faces of peds; few fine roots; about 5

percent gravel and 2 percent cobbles; moderately

acid; clear wavy boundary.

2B/E—35 to 47 inches; 80 percent reddish brown

(5YR 4/4) sandy loam (2Bt); moderate medium

angular blocky structure; firm; many distinct dark

reddish brown (5YR 2/2 and 3/3) clay films on

faces of peds; penetrated by tongues of brown

(10YR 5/3) sand (2E), light gray (10YR 7/2) dry;

weak medium platy structure; friable; few fine

roots; about 4 percent gravel and 2 percent

cobbles; strongly acid; gradual wavy boundary.

2Bt—47 to 58 inches; reddish brown (5YR 4/3) sandy

loam; weak coarse prismatic structure parting to

weak medium subangular blocky; friable; few fine

roots; few faint dark reddish brown (5YR 3/3) clay

films on faces of peds; many faint brown (7.5YR

5/3) coatings of clean sand grains on vertical

faces of prisms; about 4 percent gravel and 2

percent cobbles; moderately acid; gradual wavy

boundary.

2C—58 to 80 inches; brown (5YR 5/3) sandy loam;

massive (weak medium plates inherited from the

parent material); friable; few fine roots; very slightly

effervescent; about 4 percent gravel and 2 percent

cobbles; slightly alkaline.

Range in Characteristics

Thickness of the sandy mantle: 20 to 40 inches

Thickness of the solum and depth to carbonates: 40 to

80 inches

Content of gravel: 0 to 15 percent in the sandy mantle

and 2 to 15 percent in the till

Content of cobbles: 0 to 5 percent throughout the

profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—loamy sand

E horizon (if it occurs):

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sand, loamy sand, fine sand, or loamy

fine sand

Bw horizon:

Hue—7.5YR or 10YR

Value—3 to 5

Chroma—4 to 6

Texture—sand, loamy sand, fine sand, or loamy

fine sand

E ́ horizon (if it occurs):

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sand, loamy sand, fine sand, or loamy

fine sand

2E part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sand, loamy sand, sandy loam, fine

sand, loamy fine sand, or fine sandy loam

2Bt horizon or 2Bt part of glossic horizon:

Hue—7.5YR or 5YR

Value—4 or 5
Menominee County, Wisconsin 135

Chroma—3 or 4

Texture—typically sandy loam, fine sandy loam, or

loam; thin subhorizons of sandy clay loam in

some pedons

2C horizon:

Hue—7.5YR or 5YR

Value—4 to 6

Chroma—3 or 4

Texture—typically sandy loam or fine sandy loam;

loam in some pedons

Robago Series

Depth class: Very deep

Drainage class: Somewhat poorly drained

Permeability: Moderate

Landform: Lake plains and stream terraces

Parent material: Loamy lacustrine deposits

Slope range: 0 to 3 percent

Taxonomic classification: Coarse-loamy, mixed,

superactive, frigid Argic Endoaquods

Typical Pedon

Robago fine sandy loam, 0 to 3 percent slopes,

approximately 2,067 feet west and 858 feet north of

the southeast corner of sec. 32, T. 28 N., R. 15 E.

Oe—0 to 1 inch; dark brown (7.5YR 3/2), moderately

decomposed plant material; weak fine subangular

blocky structure; very friable; many fine roots;

strongly acid; abrupt wavy boundary.

Oa—1 to 3 inches; black (7.5YR 2/1), highly

decomposed plant material; weak fine subangular

blocky structure; very friable; many fine roots;

strongly acid; abrupt wavy boundary.

E—3 to 4 inches; brown (7.5YR 4/2) fine sandy loam,

light brownish gray (10YR 6/2) dry; weak medium

platy structure; very friable; many fine roots; about

1 percent gravel; very strongly acid; abrupt wavy

boundary.

Bs1—4 to 7 inches; dark brown (7.5YR 3/4) fine sandy

loam; weak fine subangular blocky structure; very

friable; many fine roots; about 1 percent gravel;

very strongly acid; abrupt wavy boundary.

Bs2—7 to 12 inches; brown (7.5YR 4/4) fine sandy

loam; weak medium subangular blocky structure;

very friable; many fine roots; few fine distinct

strong brown (7.5YR 4/6) masses of iron

accumulation; about 1 percent gravel; strongly

acid; clear wavy boundary.

E ́—12 to 18 inches; brown (7.5YR 5/3) sandy loam,

pink (7.5YR 7/3) dry; moderate thin platy structure;

friable; common fine roots; common fine distinct

strong brown (7.5YR 4/6) masses of iron

accumulation and few fine dark reddish brown

(5YR 2/2) iron-manganese concretions; about 1

percent gravel; strongly acid; clear wavy boundary.

E/B—18 to 26 inches; 80 percent brown (7.5YR 5/3)

sandy loam (E), pink (7.5YR 7/3) dry; weak

medium platy structure; friable; surrounds

remnants of brown (7.5YR 4/4) sandy loam (Bt);

weak medium subangular blocky structure; friable;

common fine roots; few distinct dark brown (7.5YR

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

prominent yellowish red (5YR 4/6) masses of iron

accumulation and many fine dark reddish brown

(5YR 2/2) iron-manganese concretions; about 2

percent gravel; slightly acid; clear wavy boundary.

Bt—26 to 35 inches; reddish brown (5YR 4/3) sandy

loam; weak coarse prismatic structure parting to

weak medium subangular blocky (strong thin and

medium plates inherited from the parent material);

firm; few fine roots; common distinct reddish

brown (5YR 4/3) clay films on faces of peds;

common fine prominent dark red (2.5YR 3/6) and

many fine distinct yellowish red (5YR 4/6) masses

of iron accumulation; common fine prominent light

brownish gray (2.5Y 6/2) iron depletions and many

fine dark reddish brown (5YR 2/2) ironmanganese concretions; about 1 percent gravel;

slightly acid; abrupt wavy boundary.

C—35 to 80 inches; brown (10YR 4/3), stratified very

fine sandy loam, silt loam, and very fine sand;

massive; friable; common fine prominent dark red

(2.5YR 3/6) and many medium prominent

yellowish red (5YR 4/6) masses of iron

accumulation and common fine dark reddish

brown (5YR 2/2) iron-manganese concretions;

slightly acid.

Range in Characteristics

Thickness of the solum: 20 to 40 inches

Content of gravel: 0 to 5 percent throughout the profile

Depth to stratified lacustrine deposits: 20 to 40 inches

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon:

Hue—7.5YR or 10YR

Value—2 or 3
136 Soil Survey of

Chroma—1 or 2

Texture—fine sandy loam

E horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2

Texture—sandy loam, fine sandy loam, or loam

Bhs horizon:

Hue—5YR or 7.5YR

Value—3

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, or loam

Bs horizon:

Hue—5YR or 7.5YR

Value—3 or 4

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam

E ́ horizon or E ́ part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—typically sandy loam, fine sandy loam, or

loam; loamy sand, loamy fine sand, or loamy

very fine sand in some pedons

Bt horizon or Bt part of glossic horizon:

Hue—5YR or 7.5YR

Value—4 or 5

Chroma—3 or 4

Texture—sandy loam, fine sandy loam, or loam

C horizon:

Hue—5YR, 7.5YR, 10YR, 2.5Y, or 5Y

Value—4 to 6

Chroma—3 or 4

Texture—dominantly silt loam, very fine sandy

loam, loamy very fine sand, or very fine sand;

thin strata of silty clay loam, loam, fine sandy

loam, loamy fine sand, fine sand, or sand in

many pedons

Roscommon Series

Depth class: Very deep

Drainage class: Poorly drained

Permeability: Rapid

Landform: Outwash plains, stream terraces, and lake

plains

Parent material: Sandy outwash

Slope range: 0 to 2 percent

Taxonomic classification: Mixed, frigid Mollic

Psammaquents

Typical Pedon

Roscommon muck, 0 to 2 percent slopes,

approximately 780 feet east and 930 feet north of the

southwest corner of sec. 35, T. 28 N., R. 16 E.

Oe—0 to 1 inch; mucky peat, dark reddish brown (5YR

3/2) broken face, dark reddish brown (5YR 2/2)

rubbed, dark reddish brown (5YR 3/3) pressed;

about 60 percent fiber, 30 percent rubbed; weak

fine subangular blocky structure; very friable;

many fine roots; primarily herbaceous fibers; a few

woody fibers; about 10 percent mineral ash

material; very pale brown (10YR 7/4) sodium

pyrophosphate extract; about 5 percent dark

brown (7.5YR 3/4) wood fragments; very strongly

acid (pH 4.7 by the Truog method); abrupt wavy

boundary.

Oa—1 to 6 inches; muck, black (5YR 2/1) broken face

and rubbed, very dark gray (5YR 3/1) pressed;

about 30 percent fiber, 10 percent rubbed; weak

fine subangular blocky structure; very friable;

many fine roots; primarily herbaceous fibers; a few

woody fibers; about 20 percent mineral ash

material; dark brown (10YR 3/3) sodium

pyrophosphate extract; about 5 percent dark

brown (7.5YR 3/4) wood fragments; very strongly

acid (pH 4.6 by the Truog method); abrupt wavy

boundary.

Cg1—6 to 18 inches; dark grayish brown (2.5Y 4/2)

fine sand; a few thin discontinuous strata of very

dark gray (10YR 3/1) and very dark grayish brown

(2.5Y 3/2) fine sand; single grain; loose; few fine

roots; many coarse prominent yellowish brown

(10YR 5/8) masses of iron accumulation in the

upper 1 inch; slightly acid; clear wavy boundary.

Cg2—18 to 22 inches; dark grayish brown (10YR 4/2)

fine sand; single grain; loose; slightly alkaline;

clear wavy boundary.

Cg3—22 to 35 inches; grayish brown (10YR 5/2) sand;

single grain; loose; about 2 percent gravel; slightly

alkaline; gradual wavy boundary.

C—35 to 66 inches; primarily brown (10YR 5/3) sand;

a few thin discontinuous interbedded strata of

brown (7.5YR 5/3) sand in the upper part; single

grain; loose; about 2 percent gravel as an average;

slightly alkaline.

Range in Characteristics

Thickness of the organic material: 2 to 6 inches

Content of gravel: 0 to 10 percent in the sandy

outwash

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.
Menominee County, Wisconsin 137

O horizon:

Hue—5YR, 7.5YR, or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—muck or mucky peat

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 to 4

Chroma—1 or 2

Texture—sand, mucky sand, fine sand, or mucky

fine sand

B horizon (if it occurs):

Hue—10YR

Value—4 or 5

Chroma—2 or 3

Texture—sand or fine sand

C horizon:

Hue—10YR, 2.5Y, or 5Y

Value—4 to 6

Chroma—1 to 3

Texture—sand or fine sand

Rosholt Series

Depth class: Very deep

Drainage class: Well drained

Permeability: Moderate or moderately rapid in the

upper part of the profile and rapid or very rapid in

the lower part

Landform: Outwash plains, stream terraces, outwash

fans, eskers, and kames

Parent material: Loamy alluvium over sandy outwash

Slope range: 0 to 35 percent

Taxonomic classification: Coarse-loamy, mixed,

superactive, frigid Haplic Glossudalfs

Typical Pedon

Rosholt fine sandy loam, 0 to 6 percent slopes,

approximately 550 feet east and 290 feet north of the

southwest corner of sec. 1, T. 29 N., R. 14 E.

A—0 to 4 inches; very dark gray (10YR 3/1) fine sandy

loam, dark gray (10YR 4/1) dry; moderate medium

granular structure; friable; many fine roots; about 2

percent gravel; moderately acid; abrupt wavy

boundary.

Bw—4 to 10 inches; dark brown (10YR 4/4) fine sandy

loam, yellowish brown (10YR 5/4) dry; weak fine

and medium subangular blocky structure; very

friable; many fine roots; common medium

prominent very dark gray (10YR 3/1) wormcasts;

about 3 percent gravel and 1 percent cobbles;

strongly acid; clear wavy boundary.

E/B—10 to 17 inches; 80 percent brown (7.5YR 5/3)

fine sandy loam (E), pink (7.5YR 7/3) dry; weak

medium platy structure; very friable; extends as

tongues into brown (7.5YR 4/4) sandy loam (Bt);

moderate fine angular blocky structure; friable;

common distinct dark brown (7.5YR 3/4) clay films

on faces of peds; common fine roots; about 5

percent gravel and 2 percent cobbles; moderately

acid; clear wavy boundary.

B/E—17 to 22 inches; 80 percent brown (7.5YR 4/4)

sandy loam (Bt); moderate fine angular blocky

structure; firm; many distinct dark brown (7.5YR

3/4) clay films on faces of peds; penetrated by

tongues of brown (7.5YR 5/3) sandy loam (E),

pink (7.5YR 7/3) dry; weak medium platy

structure; friable; common fine roots; about 12

percent gravel and 2 percent cobbles; very

strongly acid; abrupt wavy boundary.

2Bt1—22 to 26 inches; strong brown (7.5YR 4/6)

loamy sand; weak medium subangular blocky

structure; very friable; common fine roots; few

distinct dark brown (7.5YR 3/4) clay films on faces

of peds and many clay bridges between mineral

grains; about 11 percent gravel and 2 percent

cobbles; moderately acid; abrupt wavy boundary.

2Bt2—26 to 30 inches; strong brown (7.5YR 5/6) sand;

weak coarse subangular blocky structure; very

friable; few fine roots; few distinct dark brown

(7.5YR 3/4) clay bridges between mineral grains;

about 2 percent gravel; strongly acid; abrupt wavy

boundary.

2C—30 to 60 inches; primarily yellowish brown (10YR

5/4), stratified sand and coarse sand; a few thin

interbedded strata of brown (7.5YR 4/4) sand;

single grain; loose; few fine roots; about 1 percent

gravel as an average; moderately acid.

Range in Characteristics

Thickness of the solum and thickness of the loamy

mantle: 20 to 40 inches

Content of gravel: 0 to 35 percent in the loamy mantle

(typically less than 15 percent); 0 to 35 percent as

a weighted average in the sandy outwash; 0 to 60

percent in individual strata

Content of cobbles: 0 to 2 percent in the loamy mantle;

0 to 5 percent in the sandy outwash

O horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2
138 Soil Survey of

Texture—moderately or highly decomposed plant

material

A horizon:

Hue—10YR

Value—2 or 3

Chroma—1 or 2

Texture—fine sandy loam

E horizon (if it occurs):

Hue—10YR

Value—4 to 6

Chroma—2

Texture—sandy loam, fine sandy loam, or loam

Bw horizon:

Hue—10YR

Value—3 to 5

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam

E ́ horizon (if it occurs) or E ́ part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—typically loamy sand, loamy fine sand,

sandy loam, fine sandy loam, or loam; gravelly

loamy sand or gravelly sandy loam in some

pedons

Bt horizon (if it occurs) or Bt part of glossic horizon:

Hue—7.5YR or 10YR

Value—3 to 5

Chroma—4 to 6

Texture—typically sandy loam, fine sandy loam, or

loam; gravelly sandy loam in some pedons

2Bt horizon:

Hue—7.5YR or 10YR

Value—4 or 5

Chroma—4 to 6

Texture—typically sand, loamy sand, gravelly

sand, or gravelly loamy sand; thin subhorizons

of very gravelly sand or very gravelly loamy

sand in some pedons

2C horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—typically strata of sand, coarse sand,

gravelly sand, or gravelly coarse sand; thin

strata of very gravelly sand or very gravelly

coarse sand in some pedons

Rousseau Series

Depth class: Very deep

Drainage class: Well drained

Permeability: Rapid

Landform: Outwash plains, stream terraces, lake

plains, and outwash fans

Parent material: Sandy outwash

Slope range: 0 to 35 percent

Taxonomic classification: Sandy, mixed, frigid Entic

Haplorthods

Typical Pedon

Rousseau fine sand, 0 to 6 percent slopes,

approximately 2,220 feet south and 1,990 feet west of

the northeast corner of sec. 25, T. 29 N., R. 16 E.

Oa—0 to 1 inch; very dark gray (10YR 3/1), highly

decomposed plant material; weak fine subangular

blocky structure; very friable; many fine roots;

about 30 percent sand grains; few black (10YR

2/1) wood charcoal fragments; strongly acid;

abrupt wavy boundary.

E—1 to 4 inches; brown (7.5YR 5/2) fine sand, pinkish

gray (7.5YR 7/2) dry; weak medium platy

structure; very friable; many fine roots; strongly

acid; clear wavy boundary.

Bs1—4 to 7 inches; dark reddish brown (5YR 3/4) fine

sand; weak fine subangular blocky structure; very

friable; many fine roots; very strongly acid; clear

wavy boundary.

Bs2—7 to 15 inches; brown (7.5YR 4/4) fine sand;

weak medium subangular blocky structure; very

friable; many fine roots; moderately acid; gradual

wavy boundary.

Bs3—15 to 22 inches; strong brown (7.5YR 4/6) fine

sand; weak coarse subangular blocky structure;

very friable; common fine roots; moderately acid;

gradual wavy boundary.

BC—22 to 34 inches; brown (7.5YR 5/4) fine sand;

single grain; loose; few fine roots; slightly acid;

gradual wavy boundary.

C—34 to 61 inches; light brown (7.5YR 6/4) fine sand;

single grain; loose; few fine roots; slightly acid.

Range in Characteristics

Thickness of the solum: 20 to 45 inches

Content of gravel: 0 to 2 percent throughout the profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.
Menominee County, Wisconsin 139

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed forest

plant material

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—fine sand

E horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2

Texture—fine sand or loamy fine sand

Bs horizon:

Hue—5YR or 7.5YR

Value—3 or 4

Chroma—4 to 6

Texture—fine sand or loamy fine sand

BC horizon:

Hue—7.5YR or 10YR

Value—5

Chroma—4 to 6

Texture—fine sand

C horizon:

Hue—7.5YR or 10YR

Value—5 or 6

Chroma—4

Texture—typically fine sand; sand in some

pedons

Scott Lake Series

Depth class: Very deep

Drainage class: Moderately well drained

Permeability: Moderate in the upper part of the profile

and rapid or very rapid in the lower part

Landform: Outwash plains and stream terraces

Parent material: Loamy alluvium over sandy outwash

Slope range: 0 to 3 percent

Taxonomic classification: Coarse-loamy, mixed,

superactive, frigid Oxyaquic Glossudalfs

Typical Pedon

Scott Lake fine sandy loam, 0 to 3 percent slopes,

approximately 400 feet west and 2,465 feet south of

the northeast corner of sec. 7, T. 30 N., R. 16 E.

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

fine sandy loam, grayish brown (10YR 5/2) dry;

moderate fine granular structure; friable; many fine

roots; about 1 percent gravel; very strongly acid;

abrupt smooth boundary.

Bw1—3 to 6 inches; brown (10YR 4/3) fine sandy

loam; weak fine subangular blocky structure; very

friable; many fine roots; few medium very dark

grayish brown (10YR 3/2) wormcasts; about 1

percent gravel; very strongly acid; abrupt wavy

boundary.

Bw2—6 to 13 inches; dark yellowish brown (10YR 4/4)

fine sandy loam; weak medium subangular blocky

structure; very friable; common fine roots; few

medium very dark grayish brown (10YR 3/2)

wormcasts; about 1 percent gravel; very strongly

acid; clear wavy boundary.

E/B—13 to 17 inches; 85 percent brown (10YR 5/3)

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

(E); weak medium platy structure; very friable;

extends as tongues into brown (7.5YR 4/4) sandy

loam (Bt); moderate medium angular blocky

structure; friable common fine roots; very few

distinct dark brown (7.5YR 3/4) clay films on faces

of peds; about 1 percent gravel; strongly acid;

clear wavy boundary.

B/E—17 to 23 inches; 85 percent reddish brown (5YR

4/4) sandy loam (Bt); moderate fine angular blocky

structure; firm; common distinct dark brown

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

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

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

medium platy structure; friable; few fine roots;

about 3 percent gravel; strongly acid; clear wavy

boundary.

2Bt—23 to 34 inches; brown (7.5YR 4/4) loamy sand;

weak medium subangular blocky structure; friable;

few fine roots; common distinct dark brown (7.5YR

3/4) clay bridging between sand grains; about 7

percent gravel; moderately acid; clear wavy

boundary.

2C1—34 to 39 inches; strong brown (7.5YR 4/6),

stratified sand and coarse sand; single grain;

loose; common medium strong brown (7.5YR 5/8)

masses of iron accumulation; about 8 percent

gravel; slightly acid; clear wavy boundary.

2C2—39 to 60 inches; yellowish brown (10YR 5/4),

stratified sand and coarse sand; single grain;

loose; common medium strong brown (7.5YR 5/8)
140 Soil Survey of

masses of iron accumulation; about 6 percent

gravel; slightly acid.

Range in Characteristics

Thickness of the solum and thickness of the loamy

mantle: 20 to 40 inches

Content of gravel: 0 to 35 percent in the loamy mantle

(typically less than 15 percent); 0 to 35 percent as

a weighted average in the sandy outwash; 0 to 60

percent in individual strata

Content of cobbles: 0 to 5 percent throughout the

profile

O horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon:

Hue—10YR

Value—2 or 3

Chroma—1 or 2

Texture—fine sandy loam

E horizon (if it occurs):

Hue—10YR

Value—4 to 6

Chroma—2

Texture—sandy loam, fine sandy loam, or loam

Bw horizon:

Hue—7.5YR or 10YR

Value—3 to 5

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam

E ́ horizon (if it occurs) or E ́ part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—typically loamy sand, sandy loam, fine

sandy loam, or loam; gravelly loamy sand or

gravelly sandy loam in some pedons

Bt horizon (if it occurs) or Bt part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 or 5

Chroma—4 to 6

Texture—typically sandy loam, fine sandy loam, or

loam; gravelly sandy loam in some pedons

2Bt horizon:

Hue—7.5YR or 10YR

Value—4 or 5

Chroma—3 to 6

Texture—typically sand, loamy sand, gravelly

sand, or gravelly loamy sand; thin subhorizons

of very gravelly sand or very gravelly loamy

sand in some pedons

2C horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—typically strata of sand, coarse sand,

gravelly sand, or gravelly coarse sand; thin

strata of very gravelly sand or very gravelly

coarse sand in some pedons

Shawano Series

Depth class: Very deep

Drainage class: Excessively drained

Permeability: Rapid

Landform: Outwash plains, stream terraces, lake

plains, and outwash fans

Parent material: Sandy outwash

Slope range: 0 to 35 percent

Taxonomic classification: Mixed, frigid Typic

Udipsamments

Typical Pedon

Shawano fine sand, 0 to 6 percent slopes,

approximately 2,560 feet west and 1,170 feet north of

the southeast corner of sec. 34, T. 28 N., R. 16 E.

Oa—0 to 1 inch; black (10YR 2/1), highly decomposed

plant material; weak fine subangular blocky

structure; very friable; many fine roots; about 10

percent sand grains; very strongly acid; abrupt

wavy boundary.

A—1 to 2 inches; very dark grayish brown (10YR 3/2)

fine sand, grayish brown (10YR 5/2) dry; weak fine

subangular blocky structure; very friable; many

fine roots; strongly acid; abrupt wavy boundary.

AB—2 to 6 inches; dark brown (10YR 3/3) fine sand,

brown (10YR 4/3) dry; weak fine subangular

blocky structure; very friable; many fine roots;

moderately acid; abrupt wavy boundary.

Bw1—6 to 11 inches; brown (7.5YR 4/4) fine sand;

weak medium subangular blocky structure; very

friable; common fine roots; moderately acid; clear

wavy boundary.

Bw2—11 to 26 inches; strong brown (7.5YR 4/6) fine

sand; weak medium subangular blocky structure;

very friable; common fine roots; moderately acid;

clear wavy boundary.

BC—26 to 31 inches; strong brown (7.5YR 5/6) fine

sand; single grain; loose; few fine roots;

moderately acid; gradual wavy boundary.
Menominee County, Wisconsin 141

C—31 to 61 inches; brown (7.5YR 5/4) fine sand;

single grain; loose; few fine roots; moderately acid.

Range in Characteristics

Thickness of the solum: 18 to 36 inches

Content of gravel: 0 to 2 percent throughout the profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—fine sand

AB horizon:

Hue—7.5YR or 10YR

Value—3

Chroma—3

Texture—fine sand or loamy fine sand

Bw horizon:

Hue—7.5YR or 10YR

Value—3 or 4

Chroma—4 to 6

Texture—fine sand or loamy fine sand

BC horizon:

Hue—7.5YR or 10YR

Value—5

Chroma—4 to 6

Texture—fine sand

C horizon:

Hue—7.5YR or 10YR

Value—5 or 6

Chroma—4

Texture—typically fine sand; sand in some pedons

Sunia Series

Depth class: Very deep

Drainage class: Moderately well drained

Permeability: Moderate or moderately rapid in the

upper part of the profile and rapid in the lower part

Landform: Outwash plains, stream terraces, and

outwash fans

Parent material: Loamy alluvium over sandy outwash

Slope range: 0 to 3 percent

Taxonomic classification: Mixed, frigid Oxyaquic

Udipsamments

Typical Pedon

Sunia sandy loam, 0 to 3 percent slopes,

approximately 1,120 feet west and 1,615 feet south of

the northeast corner of sec. 26, T. 30 N., R. 15 E.

A—0 to 5 inches; very dark brown (10YR 2/2) sandy

loam, dark grayish brown (10YR 4/2) dry; weak

medium granular structure; friable; many fine

roots; about 2 percent gravel; strongly acid; abrupt

smooth boundary.

Bw1—5 to 9 inches; dark yellowish brown (10YR 3/4)

sandy loam; weak medium subangular blocky

structure; friable; many fine roots; common distinct

very dark brown (10YR 2/2) wormcasts; about 2

percent gravel; strongly acid; abrupt wavy

boundary.

Bw2—9 to 19 inches; dark yellowish brown (10YR 4/4)

sandy loam; weak medium subangular blocky

structure; friable; common fine roots; about 3

percent gravel; strongly acid; clear wavy boundary.

2BC—19 to 30 inches; yellowish brown (10YR 5/6)

sand; single grain; loose; few fine roots; about 4

percent gravel; moderately acid; gradual wavy

boundary.

2C1—30 to 41 inches; yellowish brown (10YR 5/4)

sand; single grain; loose; few fine roots; few

medium distinct pale brown (10YR 6/3) masses of

iron depletion; common fine prominent yellowish

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

1 percent gravel; moderately acid; clear wavy

boundary.

2C2—41 to 60 inches; strong brown (7.5YR 5/6),

stratified sand; single grain; loose; many medium

distinct yellowish red (5YR 4/6) and common

medium prominent dark red (2.5YR 3/6) masses

of iron accumulation; about 5 percent gravel;

moderately acid.

Range in Characteristics

Thickness of the solum: 22 to 40 inches

Thickness of the loamy mantle: 10 to 24 inches

Content of gravel: 0 to 15 percent throughout the

profile

Content of cobbles: 0 to 3 percent throughout the

profile

O horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material
142 Soil Survey of

A horizon:

Hue—10YR

Value—2 or 3

Chroma—1 or 2

Texture—sandy loam

E horizon (if it occurs):

Hue—10YR

Value—4 to 6

Chroma—2

Texture—sandy loam or fine sandy loam

Bw horizon:

Hue—7.5YR or 10YR

Value—3 or 4

Chroma—4

Texture—sandy loam or fine sandy loam

2Bw horizon (if it occurs):

Hue—7.5YR or 10YR

Value—4

Chroma—4 to 6

Texture—coarse sand, loamy coarse sand, sand,

or loamy sand

2BC or 2C horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—typically strata of sand or coarse sand;

thin strata of gravelly sand or gravelly coarse

sand in some pedons

Tilleda Series

Depth class: Very deep

Drainage class: Well drained

Permeability: Moderate

Landform: Moraines

Parent material: Calcareous, loamy or silty glacial till

Slope range: 6 to 35 percent

Taxonomic classification: Fine-loamy, mixed, active,

frigid Haplic Glossudalfs

Typical Pedon

Tilleda sandy loam, 6 to 15 percent slopes,

approximately 1,090 feet east and 780 feet south of

the northwest corner of sec. 31, T. 28 N., R. 16 E.

A—0 to 4 inches; very dark gray (10YR 3/1) sandy

loam, dark gray (10YR 4/1) dry; moderate very

fine granular structure; very friable; many fine

roots; many uncoated sand grains; about 4

percent gravel and 3 percent cobbles; strongly

acid; abrupt wavy boundary.

Bw—4 to 10 inches; dark yellowish brown (10YR 4/4)

fine sandy loam; weak fine subangular blocky

structure; very friable; many fine roots; common

medium and coarse distinct very dark gray (10YR

3/1) wormcasts; about 10 percent gravel and 4

percent cobbles; strongly acid; clear wavy

boundary.

E/B—10 to 17 inches; 80 percent brown (10YR 5/3)

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

dry; weak medium platy structure; very friable;

extends as tongues into reddish brown (5YR 4/4)

loam (Bt); weak fine subangular blocky structure;

friable; few distinct dark reddish brown (5YR 3/4)

clay films on faces of peds; common fine roots;

about 3 percent gravel and 1 percent cobbles;

moderately acid; clear wavy boundary.

B/E—17 to 27 inches; 70 percent reddish brown (5YR

4/4) loam (Bt); moderate fine angular blocky

structure; firm; common distinct dark reddish

brown (5YR 3/4) clay films on faces of peds;

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

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

weak medium platy structure; very friable;

common fine roots; about 4 percent gravel and 3

percent cobbles; moderately acid; gradual wavy

boundary.

Bt1—27 to 40 inches; reddish brown (5YR 4/4) loam;

weak medium prismatic structure parting to

moderate medium angular blocky (weak medium

plates inherited from the parent material); firm;

common fine roots; many distinct dark reddish

brown (5YR 3/4) clay films on faces of peds;

common prominent brown (10YR 5/3) coatings of

clean sand grains on vertical faces of prisms;

about 7 percent gravel and 3 percent cobbles;

neutral; gradual wavy boundary.

Bt2—40 to 53 inches; reddish brown (5YR 4/4) loam;

weak coarse prismatic structure parting to

moderate coarse angular blocky (weak medium

plates inherited from the parent material); friable;

few fine roots; common distinct dark reddish

brown (5YR 3/4) clay films on faces of peds; many

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

pores; about 4 percent gravel and 3 percent

cobbles; neutral; gradual wavy boundary.

C—53 to 60 inches; reddish brown (5YR 4/3) loam;

massive (moderate thin plates inherited from the

parent material); friable; few fine roots; slightly

effervescent; about 7 percent gravel and 3 percent

cobbles; moderately alkaline.

Range in Characteristics

Thickness of the solum: 40 to 70 inches

Depth to carbonates: 40 to 70 inches
Menominee County, Wisconsin 143

Content of gravel: 2 to 15 percent throughout the

profile

Content of cobbles: 0 to 5 percent throughout the

profile

O horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon:

Hue—10YR

Value—2 or 3

Chroma—1 or 2

Texture—sandy loam

E horizon (if it occurs):

Hue—10YR

Value—4 or 5

Chroma—2

Texture—sandy loam, fine sandy loam, or loam

Bw horizon:

Hue—7.5YR or 10YR

Value—3 to 5

Chroma—3 or 4

Texture—sandy loam, fine sandy loam, or loam

E ́ horizon (if it occurs) or E part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, or loam

Bt horizon or Bt part of glossic horizon:

Hue—2.5YR or 5YR

Value—4 or 5

Chroma—3 or 4

Texture—typically loam, clay loam, or sandy clay

loam; subhorizons of silt loam in some pedons

C horizon:

Hue—2.5YR or 5YR

Value—4 or 5

Chroma—3 or 4

Texture—typically silt loam or loam; clay loam in

some pedons

Tipler Series

Depth class: Very deep

Drainage class: Moderately well drained

Permeability: Moderate in the upper part of the profile

and rapid or very rapid in the lower part

Landform: Outwash plains and stream terraces

Parent material: Loamy alluvium over sandy outwash

Slope range: 0 to 3 percent

Taxonomic classification: Coarse-loamy, mixed,

superactive, frigid Alfic Oxyaquic Haplorthods

Typical Pedon

Tipler fine sandy loam, 0 to 3 percent slopes,

approximately 1,290 feet east and 1,830 feet north of

the southwest corner of sec. 20, T. 30 N., R. 13 E.

Oa—0 to 1 inch; black (7.5YR 2/1), highly

decomposed plant material; weak fine subangular

blocky structure; very friable; many fine roots; very

strongly acid; abrupt wavy boundary.

E—1 to 3 inches; dark grayish brown (10YR 4/2) fine

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

weak medium platy structure; very friable; many

fine roots; about 2 percent gravel; strongly acid;

abrupt wavy boundary.

Bs1—3 to 6 inches; dark brown (7.5YR 3/4) fine sandy

loam; weak fine subangular blocky structure; very

friable; many fine roots; about 2 percent gravel;

very strongly acid; abrupt wavy boundary.

Bs2—6 to 13 inches; brown (7.5YR 4/4) fine sandy

loam; weak fine subangular blocky structure; very

friable; many fine roots; about 2 percent gravel;

very strongly acid; clear wavy boundary.

Bw—13 to 17 inches; yellowish brown (10YR 5/4)

sandy loam; weak medium subangular blocky

structure; very friable; common fine roots; about 3

percent gravel and 1 percent cobbles; strongly

acid; clear wavy boundary.

E/B—17 to 23 inches; 60 percent brown (10YR 5/3)

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

weak medium platy structure; friable; extends as

tongues into brown (7.5YR 4/4) sandy loam (Bt);

moderate fine subangular blocky structure; firm;

few distinct dark reddish brown (5YR 3/4) clay

films on faces of peds; few fine roots; about 5

percent gravel and 1 percent cobbles; strongly

acid; clear wavy boundary.

B/E—23 to 29 inches; 70 percent brown (7.5YR 4/4)

sandy loam (Bt); moderate medium subangular

blocky structure; firm; common distinct dark

reddish brown (5YR 3/4) clay films on faces of

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

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

weak medium platy structure; friable; few fine

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

masses of iron accumulation; common fine and

medium prominent dark reddish brown (5YR 3/2)

iron-manganese concretions; about 5 percent

gravel and 1 percent cobbles; strongly acid; abrupt

wavy boundary.
144 Soil Survey of

Bt—29 to 33 inches; brown (7.5YR 4/4) sandy loam;

weak coarse prismatic structure parting to weak

medium subangular blocky (weak thick plates

inherited from the parent material); friable; few fine

roots; few distinct dark reddish brown (5YR 3/4)

clay films on faces of peds; common distinct

brown (10YR 5/3) coatings of clean sand grains

on vertical faces of prisms; few fine prominent

dark red (2.5YR 3/6) and common fine prominent

yellowish red (5YR 4/6) masses of iron

accumulation; few fine prominent dark reddish

brown (5YR 2/2) iron-manganese concretions;

about 11 percent gravel and 3 percent cobbles;

strongly acid; abrupt wavy boundary.

2C1—33 to 42 inches; strong brown (7.5YR 5/6)

gravelly sand; single grain; loose; few fine roots;

common medium distinct yellowish red (5YR 4/6)

masses of iron accumulation; about 16 percent

gravel and 2 percent cobbles; moderately acid;

abrupt wavy boundary.

2C2—42 to 61 inches; yellowish brown (10YR 5/4),

stratified sand; a few thin interbedded strata of fine

sand; single grain; loose; common medium

prominent yellowish red (5YR 4/6) masses of iron

accumulation in the upper 6 inches; about 2

percent gravel as an average; moderately acid.

Range in Characteristics

Thickness of the solum and thickness of the loamy

mantle: 24 to 40 inches

Content of gravel: 0 to 35 percent in the loamy mantle

(typically less than 15 percent); 0 to 35 percent as

a weighted average in the sandy outwash; 0 to 60

percent in individual strata

Content of cobbles: 0 to 5 percent throughout the profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—fine sandy loam

E horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2

Texture—typically sandy loam, fine sandy loam, or

loam; loamy sand, gravelly loamy sand, gravelly

sandy loam, or gravelly fine sandy loam in

some pedons

Bs horizon:

Hue—5YR or 7.5YR

Value—3 or 4

Chroma—4

Texture—sandy loam, fine sandy loam, or loam

Bw horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam

E ́ horizon (if it occurs) or E ́ part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, or loam

Bt horizon or Bt part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 or 5

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam

2Bt horizon (if it occurs):

Hue—7.5YR or 10YR

Value—4 or 5

Chroma—4 to 6

Texture—typically sand, loamy sand, gravelly

sand, or gravelly loamy sand; thin subhorizons

of very gravelly sand or very gravelly loamy

sand in some pedons

2C horizon:

Hue—7.5YR or 10YR

Value—5 or 6

Chroma—4 to 6

Texture—typically strata of coarse sand, sand,

gravelly coarse sand, or gravelly sand; thin

strata of very gravelly coarse sand or very

gravelly sand in some pedons

Tourtillotte Series

Depth class: Very deep

Drainage class: Moderately well drained

Permeability: Rapid in the upper part of the profile and

moderately slow in the lower part

Landform: Stream terraces and lake plains

Parent material: Sandy outwash over silty, loamy, and

sandy lacustrine sediment

Slope range: 0 to 15 percent
Menominee County, Wisconsin 145

Taxonomic classification: Mixed, frigid Oxyaquic

Udipsamments

Typical Pedon

Tourtillotte loamy sand, 6 to 15 percent slopes,

approximately 310 feet west and 2,260 feet north of

the southeast corner of sec. 29, T. 29 N., R. 16 E.

Oa—0 to 1 inch; black (7.5YR 2/1), highly

decomposed plant material; weak medium

granular structure; very friable; many fine roots;

moderately acid; abrupt wavy boundary.

A—1 to 3 inches; very dark grayish brown (10YR 3/2)

loamy sand, dark grayish brown (10YR 4/2) dry;

weak fine subangular blocky structure; very friable;

many fine roots; about 1 percent gravel; very

strongly acid; abrupt wavy boundary.

Bw1—3 to 6 inches; dark brown (7.5YR 3/4) loamy

sand; weak fine subangular blocky structure; very

friable; many fine roots; about 1 percent gravel;

strongly acid; clear wavy boundary.

Bw2—6 to 18 inches; brown (7.5YR 4/4) loamy sand;

weak medium subangular blocky structure; very

friable; common fine roots; about 1 percent gravel;

strongly acid; clear wavy boundary.

Bw3—18 to 25 inches; strong brown (7.5YR 4/6) sand;

weak medium subangular blocky structure; very

friable; common fine roots; about 4 percent gravel

and 1 percent cobbles; strongly acid; clear wavy

boundary.

BC—25 to 33 inches; yellowish brown (10YR 5/4)

sand; single grain; loose; few fine roots; about 5

percent gravel and 1 percent cobbles; moderately

acid; gradual wavy boundary.

C1—33 to 52 inches; light yellowish brown (10YR 6/4)

sand; single grain; loose; few fine roots; few

medium prominent strong brown (7.5YR 5/6)

masses of iron accumulation; about 3 percent

gravel; moderately acid; abrupt wavy boundary.

C2—52 to 56 inches; brown (10YR 4/3) coarse sand;

single grain; loose; few fine roots; common

medium prominent strong brown (7.5YR 5/6)

masses of iron accumulation; about 14 percent

gravel; moderately acid; abrupt smooth boundary.

2C3—56 to 80 inches; primarily stratified brown (10YR

4/3) silt loam and brown (10YR 5/3) very fine

sand; thin interbedded strata of pale brown (10YR

6/3) fine sand and reddish brown (5YR 5/3) loam;

massive (moderate thin and medium plates

inherited from the parent material); very friable;

few fine roots; many medium faint grayish brown

(10YR 5/2) masses of iron depletion; common fine

and medium prominent yellowish red (5YR 4/6

and 5/6) masses of iron accumulation; common

fine prominent dark reddish brown (5YR 2/2) ironmanganese concretions; strongly acid.

Range in Characteristics

Thickness of the solum: 24 to 40 inches

Thickness of the sandy mantle: 40 to 60 inches

Content of gravel: 0 to 15 percent in the sandy mantle

and 0 to 5 percent in the underlying sediment

Content of cobbles: 0 to 2 percent in the sandy mantle

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—loamy sand

AB horizon (if it occurs):

Hue—7.5YR or 10YR

Value—3

Chroma—3

Texture—fine sand, loamy fine sand, sand, or

loamy sand

Bw horizon:

Hue—7.5YR or 10YR

Value—3 or 4

Chroma—4 to 6

Texture—fine sand, loamy fine sand, sand, or

loamy sand

BC horizon:

Hue—7.5YR or 10YR

Value—5

Chroma—4 to 6

Texture—fine sand or sand

C horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—3 or 4

Texture—fine sand, sand, or coarse sand

2C horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—3 or 4

Texture—dominantly silt loam, very fine sandy
146 Soil Survey of

loam, loamy very fine sand, or very fine sand;

thin strata of silty clay loam, loam, fine sandy

loam, loamy fine sand, fine sand, or sand in

many pedons

Vilas Series

Depth class: Very deep

Drainage class: Excessively drained

Permeability: Rapid

Landform: Outwash plains, stream terraces, and

outwash fans

Parent material: Sandy outwash

Slope range: 0 to 35 percent

Taxonomic classification: Sandy, mixed, frigid Entic

Haplorthods

Typical Pedon

Vilas loamy sand, 0 to 6 percent slopes, approximately

735 feet west and 575 feet north of the southeast

corner of sec. 22, T. 30 N., R. 14 E.

Oa—0 to 1 inch; black (10YR 2/1), highly decomposed

plant material; weak fine granular structure; very

friable; many fine roots; about 20 percent sand

grains; very strongly acid; abrupt wavy boundary.

E—1 to 4 inches; brown (7.5YR 4/2) loamy sand,

pinkish gray (7.5YR 6/2) dry; weak fine subangular

blocky structure; very friable; many fine roots;

about 1 percent gravel; very strongly acid; abrupt

wavy boundary.

Bs1—4 to 6 inches; dark reddish brown (5YR 3/4)

loamy sand; weak fine subangular blocky

structure; very friable; common fine roots; about 1

percent gravel; very strongly acid; abrupt broken

boundary.

Bs2—6 to 10 inches; dark brown (7.5YR 3/4) loamy

sand; weak medium subangular blocky structure;

very friable; common fine roots; about 1 percent

gravel; very strongly acid; clear wavy boundary.

Bs3—10 to 16 inches; brown (7.5YR 4/4) loamy sand;

weak medium subangular blocky structure; very

friable; common fine roots; about 2 percent gravel;

strongly acid; clear wavy boundary.

BC—16 to 30 inches; yellowish brown (10YR 5/6)

sand; single grain; loose; few fine roots; about 2

percent gravel; moderately acid; gradual wavy

boundary.

C—30 to 61 inches; light yellowish brown (10YR 6/4)

sand; single grain; loose; few fine roots; about 2

percent gravel; moderately acid.

Range in Characteristics

Thickness of the solum: 18 to 45 inches

Content of gravel: 0 to 15 percent throughout the

profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—loamy sand

E horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2

Texture—loamy sand or sand

Bs horizon:

Hue—5YR or 7.5YR

Value—3 or 4

Chroma—4 to 6

Texture—loamy sand or sand

BC horizon:

Hue—7.5YR or 10YR

Value—5

Chroma—4 to 6

Texture—sand

C horizon:

Hue—7.5YR or 10YR

Value—5 or 6

Chroma—4

Texture—sand

Wainola Series

Depth class: Very deep

Drainage class: Somewhat poorly drained

Permeability: Rapid

Landform: Outwash plains, stream terraces, and lake

plains

Parent material: Sandy outwash

Slope range: 0 to 3 percent
Menominee County, Wisconsin 147

Taxonomic classification: Sandy, mixed, frigid Typic

Endoaquods

Typical Pedon

Wainola loamy fine sand, 0 to 3 percent slopes,

approximately 1,770 feet east and 290 feet north of

the southwest corner of sec. 27, T. 28 N., R. 16 E.

Oa—0 to 1 inch; very dark brown (10YR 2/2), highly

decomposed plant material; weak very fine

subangular blocky structure; very friable; many

fine roots; about 10 percent sand grains; very

strongly acid; abrupt wavy boundary.

A—1 to 3 inches; black (10YR 2/1) loamy fine sand,

dark gray (10YR 4/1) dry; weak fine subangular

blocky structure; very friable; many fine roots;

about 1 percent gravel; very strongly acid; abrupt

wavy boundary.

E—3 to 7 inches; dark grayish brown (10YR 4/2)

loamy fine sand, light brownish gray (10YR 6/2)

dry; weak medium platy structure; very friable;

many fine roots; about 1 percent gravel; strongly

acid; abrupt wavy boundary.

Bhs—7 to 10 inches; dark reddish brown (5YR 3/2)

loamy fine sand; weak medium subangular blocky

structure; very friable; many fine roots; about 1

percent gravel; very strongly acid; abrupt wavy

boundary.

Bs1—10 to 17 inches; brown (7.5YR 4/4) fine sand;

weak medium subangular blocky structure; very

friable; common fine roots; common medium

prominent dark red (2.5YR 3/6) masses of iron

accumulation; common medium prominent dark

reddish brown (5YR 3/2) iron-manganese

concretions; about 1 percent gravel; moderately

acid; clear broken boundary.

Bs2—17 to 26 inches; strong brown (7.5YR 4/6) fine

sand; weak coarse subangular blocky structure;

very friable; few fine roots; few fine prominent dark

red (2.5YR 3/6), common fine distinct yellowish

red (5YR 4/6), and common medium prominent

red (2.5YR 4/8) masses of iron accumulation;

common fine prominent dark reddish brown (5YR

2/2) iron-manganese concretions; moderately

acid; gradual wavy boundary.

BC—26 to 37 inches; strong brown (7.5YR 5/6) fine

sand; single grain; loose; few fine roots; common

coarse distinct brown (7.5YR 5/3) masses of iron

depletion; common fine prominent dark red (2.5YR

3/6) and common medium distinct yellowish red

(5YR 4/6) masses of iron accumulation;

moderately acid; gradual wavy boundary.

C—37 to 61 inches; light brown (7.5YR 6/4) fine sand;

single grain; loose; few medium distinct reddish

brown (5YR 4/4) masses of iron accumulation;

moderately acid.

Range in Characteristics

Thickness of the solum: 18 to 42 inches

Content of gravel: 0 to 5 percent throughout the profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—loamy fine sand

E horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2

Texture—fine sand or loamy fine sand

Bhs horizon:

Hue—5YR or 7.5YR

Value—2 or 3

Chroma—2 or 3

Texture—fine sand or loamy fine sand

Bs horizon:

Hue—5YR or 7.5YR

Value—3 or 4

Chroma—4 to 6

Texture—fine sand or loamy fine sand

BC horizon:

Hue—7.5YR or 10YR

Value—5 or 6

Chroma—4 to 6

Texture—fine sand or loamy fine sand

C horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—3 or 4

Texture—typically fine sand; sand or loamy fine

sand in some pedons
148 Soil Survey of

Wayka Series

Depth class: Moderately deep to igneous bedrock

Drainage class: Somewhat poorly drained

Permeability: Moderate

Landform: Outwash plains and stream terraces

Parent material: Loamy deposits over bedrock

Slope range: 0 to 4 percent

Taxonomic classification: Coarse-loamy, isotic, frigid

Typic Epiaquods

Typical Pedon

Wayka sandy loam, in an area of Wayka-Rock outcrop

complex, 0 to 4 percent slopes, approximately 1,810

feet west and 1,150 feet south of the northeast corner

of sec. 25, T. 30 N., R. 14 E.

Oa—0 to 1 inch; black (7.5YR 2/1), highly

decomposed plant material; weak fine granular

structure; very friable; many fine roots; extremely

acid; abrupt wavy boundary.

E—1 to 3 inches; grayish brown (10YR 5/2) sandy

loam, light gray (10YR 7/1) dry; weak fine

subangular blocky structure; friable; many fine

roots; 1 percent gravel; very strongly acid; abrupt

wavy boundary.

Bs1—3 to 5 inches; dark brown (7.5YR 3/4) sandy

loam; weak fine subangular blocky structure;

friable; many fine roots; 1 percent gravel; strongly

acid; abrupt wavy boundary.

Bs2—5 to 11 inches; strong brown (7.5YR 4/6) sandy

loam; weak fine subangular blocky structure;

friable; common fine roots; 1 percent gravel;

strongly acid; clear wavy boundary.

Bs3—11 to 17 inches; yellowish brown (10YR 5/6)

sandy loam; weak medium subangular blocky

structure; friable; common fine roots; few medium

strong brown (7.5YR 5/8) masses of iron

accumulation; 1 percent gravel; strongly acid; clear

wavy boundary.

E/B—17 to 21 inches; 85 percent yellowish brown

(10YR 5/4) fine sandy loam, light yellowish brown

(10YR 6/4) dry (E); weak medium subangular

blocky structure; friable; surrounds remnants of

brown (7.5YR 4/4) sandy loam (Bt); weak medium

subangular blocky structure; friable; few fine roots;

few distinct dark reddish brown (7.5YR 3/4) clay

films on faces of peds; few medium strong brown

(7.5YR 5/8) masses of iron accumulation; 2

percent gravel; moderately acid; clear wavy

boundary.

2BC—21 to 27 inches; yellowish brown (10YR 5/4)

very gravelly loamy coarse sand; weak fine

subangular blocky structure; friable; few fine roots;

40 percent gravel; moderately acid; clear wavy

boundary.

2R—27 inches; unweathered igneous bedrock.

Range in Characteristics

Depth to bedrock: 20 to 40 inches

Thickness of the solum: 20 to 40 inches

Content of gravel: 0 to 15 percent in the upper part of

the solum and 2 to 35 percent in the lower part

Content of cobbles: 0 to 15 percent throughout the

profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—5YR, 7.5YR, or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—fine sandy loam

E horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2

Texture—sandy loam, fine sandy loam, or loam

Bhs horizon:

Hue—5YR or 7.5YR

Value—3

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, or loam

Bs horizon:

Hue—5YR or 7.5YR

Value—3 or 4

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam

E ́ horizon or E ́ part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—loamy sand, sandy loam, fine sandy

loam, loam, or the gravelly analogs of these

textures

Bt horizon or Bt part of glossic horizon:

Hue—5YR, 7.5YR, 10YR, 2.5Y, or 5Y

Value—4 to 6
Menominee County, Wisconsin 149

Chroma—2 to 6

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

the gravelly analogs of these textures

BC horizon:

Hue—5YR, 7.5YR, 10YR, 2.5Y, or 5Y

Value—4 to 6

Chroma—2 to 6

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

the gravelly analogs of these textures

2R layer:

Kind of bedrock—hard, fractured igneous or

metamorphic bedrock

Worcester Series

Depth class: Very deep

Drainage class: Somewhat poorly drained

Permeability: Moderate in the upper part of the profile

and rapid or very rapid in the lower part

Landform: Outwash plains and stream terraces

Parent material: Loamy alluvium over sandy outwash

Slope range: 0 to 3 percent

Taxonomic classification: Coarse-loamy, mixed,

superactive, frigid Argic Endoaquods

Typical Pedon

Worcester fine sandy loam, 0 to 3 percent slopes,

approximately 110 feet west and 2,070 feet north of

the southeast corner of sec. 26, T. 30 N., R. 13 E.

Oe—0 to 2 inches; dark reddish brown (5YR 3/2),

moderately decomposed plant material; weak fine

subangular blocky structure; very friable; many

fine roots; very strongly acid; abrupt wavy

boundary.

Oa—2 to 3 inches; black (10YR 2/1), highly

decomposed plant material; weak fine subangular

blocky structure; very friable; many fine roots; very

strongly acid; abrupt wavy boundary.

E—3 to 6 inches; brown (7.5YR 5/2) fine sandy loam,

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

structure; very friable; many fine roots; about 4

percent gravel; strongly acid; abrupt wavy

boundary.

Bhs—6 to 8 inches; dark reddish brown (5YR 3/2) fine

sandy loam; weak fine subangular blocky

structure; very friable; many fine roots; about 6

percent gravel; strongly acid; abrupt broken

boundary.

Bs1—8 to 13 inches; dark brown (7.5YR 3/4) fine

sandy loam; weak fine subangular blocky

structure; very friable; many fine roots; few fine

prominent dark red (2.5YR 3/6) masses of iron

accumulation; about 6 percent gravel; moderately

acid; clear wavy boundary.

Bs2—13 to 17 inches; brown (7.5YR 4/4) sandy loam;

weak medium subangular blocky structure; friable;

common fine roots; few fine prominent grayish

brown (10YR 5/2) masses of iron depletion; few

fine prominent dark red (2.5YR 3/6) and common

fine prominent yellowish red (5YR 4/6) masses of

iron accumulation; few fine prominent dark reddish

brown (5YR 2/2) iron-manganese concretions;

about 5 percent gravel; moderately acid; clear

wavy boundary.

B/E—17 to 23 inches; 60 percent dark yellowish brown

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

subangular blocky structure; friable; few distinct

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

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

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

weak medium platy structure; friable; few fine

roots; few medium distinct and prominent grayish

brown (2.5Y 5/2) masses of iron depletion;

common fine prominent dark red (2.5YR 3/6) and

yellowish red (5YR 4/6) masses of iron

accumulation; few fine prominent dark reddish

brown (5YR 2/2) iron-manganese concretions;

about 4 percent gravel; strongly acid; clear wavy

boundary.

Bt—23 to 29 inches; brown (7.5YR 4/4) sandy loam;

moderate medium subangular blocky structure

(weak medium and thick plates inherited from the

parent material); friable; few fine roots; common

distinct dark brown (7.5YR 3/4) clay films on faces

of peds; many coarse prominent grayish brown

(2.5Y 5/2) masses of iron depletion; common fine

prominent dark red (2.5YR 3/6) and many medium

prominent yellowish red (5YR 4/6) masses of iron

accumulation; few fine prominent dark reddish

brown (5YR 2/2) iron-manganese concretions;

about 4 percent gravel; very strongly acid; abrupt

wavy boundary.

2C1—29 to 35 inches; brown (7.5YR 5/4) sand; single

grain; loose; few fine roots; common coarse

distinct brown (10YR 5/3) masses of iron

depletion; many medium prominent yellowish red

(5YR 4/6) and many coarse prominent red (2.5YR

4/6) masses of iron accumulation; few fine

prominent dark reddish brown (5YR 2/2) ironmanganese concretions; about 3 percent gravel;

moderately acid; abrupt wavy boundary.

2C2—35 to 63 inches; brown (10YR 5/3), stratified

sand and gravelly sand; single grain; loose; few
150 Soil Survey of

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

coarse prominent strong brown (7.5YR 5/6)

masses of iron accumulation; about 9 percent

gravel as an average; moderately acid.

Range in Characteristics

Thickness of the solum and thickness of the loamy

mantle: 24 to 40 inches

Content of gravel: 0 to 35 percent in the loamy mantle

(typically less than 15 percent); 0 to 35 percent as

a weighted average in the sandy outwash; 0 to 60

percent in individual strata

Content of cobbles: 0 to 5 percent throughout the

profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—5YR, 7.5YR, or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—fine sandy loam

E horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2

Texture—sandy loam, fine sandy loam, or loam

Bhs horizon:

Hue—5YR or 7.5YR

Value—3

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, or loam

Bs horizon:

Hue—5YR or 7.5YR

Value—3 or 4

Chroma—4

Texture—sandy loam, fine sandy loam, or loam

Bw horizon (if it occurs):

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—4 to 6

Texture—sandy loam, fine sandy loam, or loam

E ́ horizon (if it occurs) or E ́ part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2 or 3

Texture—typically sandy loam, fine sandy loam, or

loam; loamy sand, gravelly loamy sand, gravelly

sandy loam, or gravelly fine sandy loam in

some pedons

Bt horizon or Bt part of glossic horizon:

Hue—7.5YR or 10YR

Value—4 or 5

Chroma—3 to 6

Texture—typically sandy loam, fine sandy loam, or

loam; gravelly sandy loam or gravelly fine sandy

loam in some pedons

2Bt horizon (if it occurs):

Hue—7.5YR or 10YR

Value—4 or 5

Chroma—3 to 6

Texture—typically sand, loamy sand, gravelly

sand, or gravelly loamy sand; thin subhorizons

of very gravelly sand or very gravelly loamy

sand in some pedons

2C horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—typically strata of coarse sand, sand,

gravelly coarse sand, or gravelly sand; thin

strata of very gravelly coarse sand or very

gravelly sand in some pedons

Wormet Series

Depth class: Very deep

Drainage class: Somewhat poorly drained

Permeability: Moderate or moderately rapid in the

upper part of the profile and rapid or very rapid in

the lower part

Landform: Outwash plains and stream terraces

Parent material: Loamy alluvium over sandy or gravelly

outwash

Slope range: 0 to 3 percent

Taxonomic classification: Sandy, mixed, frigid Typic

Endoaquods

Typical Pedon

Wormet fine sandy loam, 0 to 3 percent slopes,

approximately 2,030 feet south and 1,830 feet east of

the northwest corner of sec. 34, T. 30 N., R. 13 E.

Oe—0 to 1 inch; very dark brown (10YR 2/2),

moderately decomposed plant material; weak fine

subangular blocky structure; very friable; many

fine roots; extremely acid; abrupt wavy boundary.
Menominee County, Wisconsin 151

Oa—1 to 3 inches; black (10YR 2/1), highly

decomposed plant material; weak fine subangular

blocky structure; very friable; many fine roots;

about 5 percent dark reddish brown (2.5YR 3/4)

wood fragments; few black (7.5YR 2/1) wood

charcoal fragments; extremely acid; abrupt wavy

boundary.

E—3 to 7 inches; grayish brown (10YR 5/2) fine sandy

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

platy structure; very friable; many fine roots; about

2 percent gravel; very strongly acid; abrupt

irregular boundary.

Bhs—7 to 9 inches; dark reddish brown (5YR 3/2) fine

sandy loam; weak very fine subangular blocky

structure; very friable; many fine roots; about 2

percent gravel; very strongly acid; abrupt broken

boundary.

Bs1—9 to 16 inches; dark brown (7.5YR 3/4) fine

sandy loam; weak fine subangular blocky

structure; very friable; many fine roots; about 2

percent gravel; very strongly acid; clear wavy

boundary.

2Bs2—16 to 23 inches; brown (7.5YR 4/4) loamy fine

sand; weak medium subangular blocky structure

(weak thick and very thick plates inherited from

the parent material); very friable; common fine

roots; common fine distinct yellowish red (5YR

4/6) masses of iron accumulation; common fine

and medium prominent dark reddish brown (5YR

2/2) iron-manganese concretions; about 1 percent

gravel; strongly acid; clear wavy boundary.

2BC—23 to 28 inches; strong brown (7.5YR 4/6) fine

sand; weak coarse subangular blocky structure

(weak thick and very thick plates inherited from

the parent material); very friable; few fine roots;

few medium prominent brown (10YR 5/3) masses

of iron depletion; common medium prominent dark

red (2.5YR 3/6) and many medium prominent red

(2.5YR 4/6) masses of iron accumulation; strongly

acid; clear wavy boundary.

2C1—28 to 47 inches; yellowish brown (10YR 5/4) fine

sand; single grain; loose; few fine roots; few coarse

faint pale brown (10YR 6/3) masses of iron

depletion; few fine prominent dark reddish brown

(2.5YR 3/4) and many coarse prominent strong

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

moderately acid; gradual wavy boundary.

2C2—47 to 63 inches; brown (10YR 5/3) fine sand;

single grain; loose; few fine roots; moderately acid.

Range in Characteristics

Thickness of the solum: 20 to 36 inches

Thickness of the loamy mantle: 10 to 20 inches

Content of gravel: 0 to 15 percent in the loamy mantle;

0 to 35 percent as a weighted average in the

sandy outwash; 0 to 60 percent in individual strata

Content of cobbles: 0 to 5 percent throughout the

profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon (if it occurs):

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—fine sandy loam

E horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—2

Texture—fine sandy loam

Bhs horizon:

Hue—5YR or 7.5YR

Value—2 or 3

Chroma—2 or 3

Texture—sandy loam, fine sandy loam, or loam

Bs horizon:

Hue—5YR or 7.5YR

Value—3 or 4

Chroma—4

Texture—sandy loam, fine sandy loam, or loam

2Bs horizon:

Hue—5YR or 7.5YR

Value—4

Chroma—4 to 6

Texture—fine sand, loamy fine sand, sand,

gravelly sand, loamy sand, or gravelly loamy

sand

2BC horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—4 to 8

Texture—fine sand, sand, gravelly sand, coarse

sand, or gravelly coarse sand

2C horizon:

Hue—5YR, 7.5YR, or 10YR

Value—4 to 6

Chroma—3 to 6
152

Texture—typically strata of fine sand, sand,

gravelly sand, coarse sand, or gravelly coarse

sand; thin strata of very gravelly sand or very

gravelly coarse sand in some pedons

Wurtsmith Series

Depth class: Very deep

Drainage class: Moderately well drained

Permeability: Rapid

Landform: Outwash plains, stream terraces, and

outwash fans

Parent material: Sandy outwash

Slope range: 0 to 3 percent

Taxonomic classification: Mixed, frigid Oxyaquic

Udipsamments

Typical Pedon

Wurtsmith sand, 0 to 3 percent slopes, approximately

1,480 feet south and 90 feet west of the northeast

corner of sec. 36, T. 28 N., R. 16 E.

Oa—0 to 2 inches; black (10YR 2/1), highly

decomposed plant material; weak fine subangular

blocky structure; very friable; many fine roots;

about 20 percent sand grains; very strongly acid;

abrupt wavy boundary.

A—2 to 5 inches; dark brown (7.5YR 3/2) sand, dark

brown (10YR 3/3) dry; weak fine subangular

blocky structure; very friable; many fine roots;

about 1 percent gravel; strongly acid; clear wavy

boundary.

Bw1—5 to 9 inches; dark brown (7.5YR 3/4) sand;

weak fine subangular blocky structure; very friable;

many fine roots; about 1 percent gravel; strongly

acid; clear wavy boundary.

Bw2—9 to 20 inches; brown (7.5YR 4/4) sand; weak

medium subangular blocky structure; very friable;

common fine roots; about 1 percent gravel;

strongly acid; gradual wavy boundary.

Bw3—20 to 26 inches; strong brown (7.5YR 4/6) sand;

weak medium subangular blocky structure; very

friable; common fine roots; few fine prominent dark

red (2.5YR 3/6) and common fine distinct

yellowish red (5YR 4/6) masses of iron

accumulation; about 2 percent gravel; moderately

acid; clear wavy boundary.

BC1—26 to 32 inches; strong brown (7.5YR 5/6) sand;

single grain; loose; few fine roots; few fine distinct

yellowish red (5YR 5/6) and few medium distinct

strong brown (7.5YR 5/8) masses of iron

accumulation; about 1 percent gravel; moderately

acid; clear wavy boundary.

BC2—32 to 44 inches; brown (7.5YR 5/4) sand; single

grain; loose; few fine roots; few fine prominent

yellowish red (5YR 4/6) and common coarse

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

accumulation; about 1 percent gravel; moderately

acid; gradual wavy boundary.

C—44 to 62 inches; brown (7.5YR 5/3) sand; single

grain; loose; few fine prominent red (2.5YR 4/6)

and few medium distinct strong brown (7.5YR 5/6)

masses of iron accumulation; about 1 percent

gravel; moderately acid.

Range in Characteristics

Thickness of the solum: 25 to 50 inches

Content of gravel: 0 to 10 percent throughout the

profile

Note: Unless otherwise indicated, depths and

thicknesses are measured from the top of the

mineral soil.

O horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—moderately or highly decomposed plant

material

A horizon:

Hue—7.5YR or 10YR

Value—2 or 3

Chroma—1 or 2

Texture—sand

AB horizon (if it occurs):

Hue—7.5YR or 10YR

Value—3

Chroma—3

Texture—sand

Bw horizon:

Hue—7.5YR or 10YR

Value—3 or 4

Chroma—4 to 6

Texture—sand

BC horizon:

Hue—7.5YR or 10YR

Value—5 or 6

Chroma—4 to 6

Texture—sand

C horizon:

Hue—7.5YR or 10YR

Value—4 to 6

Chroma—3 to 6

Texture—sand
153

This section describes the factors of soil formation

and relates them to the soils in the survey area. It also

describes the main processes of soil formation.

Factors of Soil Formation

The factors that determine the kind of soil that

forms at any given point are composition of the parent

material; the climate under which the soil material has

accumulated and weathered; the plant and animal life

on and in the soil; the relief, or topography; and the

length of time that the forces of soil formation have

acted on the soil material (Jenny, 1941). Each of these

factors affects the formation of every soil, but the

relative importance of each differs from place to place.

One factor, for example, may dominate the formation

of a soil and determine most of its properties. In

general, however, the effect of each of these factors is

modified by the effects of the others.

Parent Material

Parent material is the unweathered material in

which a soil forms. It largely determines the chemical

and mineralogical composition of the soil. Parent

material in Menominee County consists mostly of

glacial till, glacial outwash, or glaciolacustrine

deposits, which in many places are covered by a thin

layer of silty or loamy deposits. Some of the soils

formed in more recent deposits of organic material or

alluvium.

Glacial till is unstratified, unsorted glacial debris

made up of clay, silt, sand, gravel, stones, and

boulders. Many soils in the county formed entirely or

partly in glacial till. Frechette and Lablatz soils formed

in areas where the till is dominantly loamy and friable.

Ishpeming and Mequithy soils formed on till

landscapes where bedrock is close to the surface.

Rabe soils formed in areas where the till is covered by

deep deposits of sandy outwash.

Glacial outwash is material deposited by glacial

meltwater. It is dominantly sand and gravel. Antigo and

Minocqua soils formed in areas where sand and gravel

are mantled with silty and loamy deposits. Padus,

Padwet, Pence, and Worcester soils formed in areas

where sand and gravel are mantled with loamy

deposits. Au Gres, Croswell, and Vilas soils formed in

areas where most of the outwash is sandy. Mahtomedi

soils formed in areas where the parent material is

exclusively sand and gravel outwash.

Glaciolacustrine deposits were laid down in former

glacial lake basins by ponded glacial meltwater. They

commonly are interbedded or laminated. Aftad soils

formed in areas where these deposits are dominantly

loamy. Tourtillotte soils formed in areas where the

glaciolacustrine deposits are covered by deep

deposits of glacial outwash.

Cathro, Loxley, Lupton, and Markey soils formed in

postglacial deposits of organic material in bogs and

other depressional areas.

Climate

Climate has affected the formation of soils in

Menominee County in several ways. The parent

materials of the soils in the survey area originated

during a period that produced the continental glaciers.

After that period, the climate began to warm; it

stabilized to its present temperatures about 5,000

years ago.

As a soil-forming factor, climate affects the physical,

chemical, and biological characteristics of the soil and

influences the types of plants and animals in and on

the soil and their growth rates. Menominee County has

a cool, humid climate characterized by wide variations

in temperature from summer to winter. The physical

shrinking and swelling associated with freezing and

thawing act to break up the parent material and help to

develop soil structure. Warmer temperatures increase

the biological activity in the soil, which accelerates soil

development. Precipitation provides a means for

transportation and deposition of particles both across

the soil surface and down through the soil profile. The

influences of climate on soil formation are most

pronounced during the growing season, and the length

of the growing season affects the type and quantity of

native plants on the soil.

Climate directly affects soil formation through the

weathering of rocks. It also alters the parent material

through the mechanical action of freezing and thawing.

Formation of the Soils
154 Soil Survey of

It indirectly affects the accumulation of organic matter

by supplying energy and a suitable environment for the

growth of both plant and animal organisms.

Precipitation and temperature are the chief

elements of climate responsible for soil features.

These elements determine the amount of water

available for percolation and the formation and

decomposition of organic matter, the major processes

in the formation of soils.

Percolating water from rainfall and snowmelt affects

both the solution and hydration of mineral material and

the organic substances. The movement of this water

also controls the distribution of substances throughout

the soil.

The soils in Menominee County typically have a

frozen layer in winter. This layer restricts the

percolation of water. Consequently, the processes of

soil formation are very slow or are suspended in

winter. The physical action of frost heave also affects

profile development. The high temperature in summer

increases the evaporation and transpiration of

moisture, thus limiting formation. Temperature also

affects the growth and decomposition of organic

matter. Decomposition is much slower in cooler

climates than in warmer ones.

Wind indirectly affects the moisture content of soils

by influencing the rate of evaporation. Also, the wind

often blows away fine particles of soil and organic

material, thereby eroding the surface layer. These

particles are deposited elsewhere as new parent

material.

Climate is modified by variations in slope aspect.

The soils on slopes facing south or west are warmed

and dried by the sun and wind more thoroughly than

those on slopes facing north or east. The soils on the

cooler, more humid slopes facing north or east

generally contain more moisture and are frozen for a

longer period.

Living Organisms

Living organisms, such as plants, bacteria, fungi,

insects, earthworms, and rodents, influence the

formation of soils. Plants generally have the greatest

influence on soil formation. Plant roots penetrate the

soil body, thereby creating channels for percolating

water. The roots excrete a number of acid substances

that act on rocks and minerals and bring nutrients or

mineral substances into solution. These nutrients are

absorbed and translocated upward to stems and

leaves. When the plants die, the translocated minerals

are released to the upper soil layers. The organic acids

formed from the decaying plant residue accelerate soil

formation by reacting with rock and mineral

constituents.

Plants indirectly affect soil formation by modifying

the effects of climate. For example, some plants

reduce the force of the wind, thereby influencing the

evaporation rate of percolating water and the

deposition of windblown parent material.

Animals burrow into the soil and mix the material of

the different layers. Roots and percolating water follow

the channels created by the animals. Animal life

affects soil structure, helps to decompose organic

matter, and carries nutrients upward in the soil profile.

When the animals die, they contribute to the supply of

organic material in the soil.

Human activities recently have had important

effects on the soils in the county. The original condition

of some soils has been altered by these activities,

which include removing the native vegetation, mixing

the upper layers through cultivation, and planting

crops that are different from the native vegetation.

Removal of the native vegetation has accelerated

erosion on sloping soils. Heavy tillage and harvesting

equipment has compacted the soil. Applications of

lime and fertilizer have altered the pH value and

fertility of soils. Some cropping practices have reduced

the content of organic matter. The amount of soil

moisture has been altered by artificial drainage. Some

of the effects of human activities, including the addition

of fertilizer, pesticide, herbicide, and fungicide, may not

be known for many years.

Topography

The topography of the land has an influence on the

amount of precipitation absorbed by the soil, on the

rate of erosion, and on the translocation of material in

suspension or solution from one part of the profile to

another.

The steeper soils absorb less water than the less

sloping soils because of a higher rate of runoff.

Consequently, they are typically well drained, tend to

have a thinner solum and less horizon development

than the less sloping soils, and are more susceptible

to erosion.

Au Gres and other somewhat poorly drained soils

are mottled in the subsoil because of prolonged

wetness. They commonly are less sloping than the

well drained soils and are affected by a slower runoff

rate, or they are lower on the landscape. They typically

receive runoff from the adjacent uplands.

Minocqua and other very poorly drained soils are in

the lowest positions on the landscape, where runoff is

very slow or ponded. They have a grayish subsoil as a
Menominee County, Wisconsin 155

result of excessive moisture and poor aeration. The

surface layer generally is darker and thicker than that

of the upland soils because the moisture content is

more favorable for plant growth and for the

accumulation of organic matter. Organic soils form in

wet depressions where decomposing plant residue

accumulates to a depth of several feet.

Time

The effects of the soil-forming factors are modified

by time. The longer the other soil-forming factors have

interacted, the more highly developed or mature the

soils can become. Roscommon soils, for example, are

immature soils in Menominee County. These soils

have few or no genetic differences between horizons

because they have not been in place long enough for

the soil-forming processes to take full effect. Tilleda

soils, on the other hand, are considered mature

because they have well defined horizons. The soilforming processes have been active in these soils for

thousands of years.

Processes of Soil Formation

Physical, chemical, and biological reactions result

from the interaction of the factors of soil formation.

These reactions occur as soil-forming processes, such

as the accumulation of organic matter in the surface

layer; the transformation of soil material; and the

removal, transfer, and deposition of soil components

from one part of the soil profile to another.

The soil-forming processes are active in all soils to

varying degrees. In Menominee County, the kinds of

parent material and the relief have largely determined

the processes that have been dominant in the

formation of the soils.

Tilleda soils illustrate how the soil-forming

processes affect soil formation. These soils formed in

sandy loam deposits and in the underlying glacial till of

calcareous, compacted loam. The relief, or topography,

influenced the other factors of soil formation by

affecting the amount of water available for percolation.

A large amount of the rainfall and snowmelt infiltrated

these soils because of the nearly level and gently

sloping or undulating topography. This infiltration

contributed to the characteristics that made the soils

somewhat poorly drained. The climate and living

organisms affected the accumulation of organic matter

and organic acids and were conducive to the

downward movement of water in the profile. In time,

the changes caused by the factors and processes of

soil formation accelerated.

Organic matter accumulated in the surface layer of

Kennan soils as the forest litter decomposed. The

surface layer became darker than it had been

originally. Organic acids produced during the

decomposition acted on the parent material,

separating minerals or altering them chemically. The

iron, aluminum, and silicated clay minerals became

more soluble and, along with organic matter, were

subsequently moved downward in the profile by

percolating water. The result is a lower base saturation

status, a more acid solum, and a substantial loss of

clay and other material from the leached subsurface

layer. The bleached color of this layer is primarily the

color of the remaining mineral separates, such as

quartz.

The translocated material was deposited in the

subsoil on the faces of peds, in cracks, and in

openings left by plant roots, worms, and insects. As a

result, the subsoil of Tilleda soils has a higher content

of clay than other parts of the profile. A subsoil of clay

accumulation formed and later was partly destroyed.

The degradation or destruction of the subsoil resulted

when clay films were stripped from the faces of peds

and flushed downward or horizontally by percolating

water, leaving behind skeletal frameworks of uncoated

silt or sand. This destruction resulted in an

intermingling of the subsurface layer and the subsoil.

The downward movement of water in Tilleda soils is

restricted because the upper part of the glacial till is

compacted. The result is a perched seasonal high

water table. These soils are mottled because of the

seasonally alternating reduction and oxidation of the

iron compounds in the soils.

As a result of these soil-forming processes,

Keshena soils have a very dark gray surface layer, a

mottled and clay-depleted subsurface layer that

penetrates into the subsoil, and a mottled and clayenriched subsoil that is more acid than the substratum.

At a depth of about 75 inches, these soils are

underlain by unweathered glacial till that has changed

little since it was deposited by a glacier.

157

American Association of State Highway and Transportation Officials (AASHTO). 2000.

Standard specifications for transportation materials and methods of sampling and

testing. 20th edition, 2 volumes.

American Society for Testing and Materials (ASTM). 2001. Standard classification of

soils for engineering purposes. ASTM Standard D 2487–00.

Howlett, George (hydrologist, Menominee County and Reservation). 1996. Personal

communication.

Jenny, Hans. 1941. Factors of soil formation.

Kotar, J., and T.L. Burger. 1989. Forest habitat type classification for the Menominee

Indian Reservation. University of Wisconsin-Madison, Department of Forestry, and

Wisconsin Department of Natural Resources.

Kotar, J., J.A. Kovach, and T.L. Burger. 2002. Field guide to forest habitat types of

northern Wisconsin. 2nd edition. Department of Forest Ecology and Management,

University of Wisconsin-Madison.

Menominee County. 1963. Menominee demographic report. Public Relations

Department.

Menominee Tribal Enterprises. 1988. Continuous forest inventory.

Menominee Tribal Enterprises. 2000. Annual report.

Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S.

Department of Agriculture Handbook 18.

Soil Survey Staff. 1998. Keys to soil taxonomy. 8th edition. U.S. Department of

Agriculture, Natural Resources Conservation Service.

Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making

and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service.

U.S. Department of Agriculture Handbook 436.

State of Wisconsin. 1967. Soil survey of Menominee County, Wisconsin. University of

Wisconsin, Geological and Natural History Survey, Soil Survey Division, and

Department of Soil Science, College of Agriculture; in cooperation with U.S. Department

of Agriculture, Soil Conservation Service and Forest Service.

References
158

Thwaites, F.T. 1943. Pleistocene of part of northeastern Wisconsin. Geological Society

of America 54: 87–144.

Wisconsin Conservation Department. 1963. Surface water resources of Menominee

County.
159

Ablation till. Loose, permeable till deposited during

the final downwasting of glacial ice. Lenses of

crudely sorted sand and gravel are common.

Aeration, soil. The exchange of air in soil with air from

the atmosphere. The air in a well aerated soil is

similar to that in the atmosphere; the air in a

poorly aerated soil is considerably higher in

carbon dioxide and lower in oxygen.

Aggregate, soil. Many fine particles held in a single

mass or cluster. Natural soil aggregates, such as

granules, blocks, or prisms, are called peds. Clods

are aggregates produced by tillage or logging.

Alluvium. Material, such as sand, silt, or clay,

deposited on land by streams.

Alpha,alpha-dipyridyl. A dye that when dissolved in

1N ammonium acetate is used to detect the

presence of reduced iron (Fe II) in the soil. A

positive reaction indicates a type of redoximorphic

feature.

Aquic conditions. Current soil wetness characterized

by saturation, reduction, and redoximorphic

features.

Argillic horizon. A subsoil horizon characterized by

an accumulation of illuvial clay.

Aspect. The direction in which a slope faces.

Available water capacity (available moisture

capacity). The capacity of soils to hold water

available for use by most plants. It is commonly

defined as the difference between the amount of

soil water at field moisture capacity and the

amount at wilting point. It is commonly expressed

as inches of water per inch of soil. The capacity, in

inches, in a 60-inch profile or to a limiting layer is

expressed as:

Very low ............................................................ 0 to 3

Low ................................................................... 3 to 6

Moderate .......................................................... 6 to 9

High ................................................................ 9 to 12

Very high .............................................. more than 12

Backslope. The position that forms the steepest and

generally linear, middle portion of a hillslope. In

profile, backslopes are commonly bounded by a

convex shoulder above and a concave footslope

below.

Basal till. Compact glacial till deposited beneath the

ice.

Base saturation. The degree to which material having

cation-exchange properties is saturated with

exchangeable bases (sum of Ca, Mg, Na, and K),

expressed as a percentage of the total cationexchange capacity.

Base slope. A geomorphic component of hills

consisting of the concave to linear (perpendicular

to the contour) slope that, regardless of the lateral

shape, forms an apron or wedge at the bottom of

a hillside dominated by colluvium and slope-wash

sediments (for example, slope alluvium).

Beach deposits. Material, such as sand and gravel,

that is generally laid down parallel to an active or

relict shoreline of a postglacial or glacial lake.

Beach ridge. A low, essentially continuous mound of

beach or beach-and-dune material accumulated

by the action of waves and currents on the

backshore of a beach, beyond the present limit of

storm waves or the reach of ordinary tides, and

occurring singly or as one of a series of

approximately parallel deposits. The ridges are

roughly parallel to the shoreline and represent

successive positions of an advancing shoreline.

Bedding planes. Fine strata, less than 5 millimeters

thick, in unconsolidated alluvial, eolian, lacustrine,

or marine sediment.

Bedrock. The solid rock that underlies the soil and

other unconsolidated material or that is exposed at

the surface.

Bedrock-controlled topography. A landscape where

the configuration and relief of the landforms are

determined or strongly influenced by the

underlying bedrock.

Bench terrace. A raised, level or nearly level strip of

earth constructed on or nearly on a contour,

supported by a barrier of rocks or similar material,

and designed to make the soil suitable for tillage

and to prevent accelerated erosion.

Bisequum. Two sequences of soil horizons, each of

which consists of an illuvial horizon and the

overlying eluvial horizons.

Blowout. A shallow depression from which all or most

of the soil material has been removed by the wind.

Glossary
160 Soil Survey of

A blowout has a flat or irregular floor formed by a

resistant layer or by an accumulation of pebbles or

cobbles. In some blowouts the water table is

exposed.

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.

Bottom land. The normal flood plain of a stream,

subject to flooding.

Boulders. Rock fragments larger than 2 feet (60

centimeters) in diameter.

Brush management. Use of mechanical, chemical, or

biological methods to make conditions favorable

for reseeding or to reduce or eliminate competition

from woody vegetation and thus allow understory

grasses and forbs to recover. Brush management

increases forage production and thus reduces the

hazard of erosion. It can improve the habitat for

some species of wildlife.

Calcareous soil. A soil containing enough calcium

carbonate (commonly combined with magnesium

carbonate) to effervesce visibly when treated with

cold, dilute hydrochloric acid.

Canopy. The leafy crown of trees or shrubs. (See

Crown.)

Capillary water. Water held as a film around soil

particles and in tiny spaces between particles.

Surface tension is the adhesive force that holds

capillary water in the soil.

Catena. A sequence, or “chain,” of soils on a

landscape that formed in similar kinds of parent

material but have different characteristics as a

result of differences in relief and drainage.

Cation. An ion carrying a positive charge of electricity.

The common soil cations are calcium, potassium,

magnesium, sodium, and hydrogen.

Cation-exchange capacity. The total amount of

exchangeable cations that can be held by the soil,

expressed in terms of milliequivalents per 100

grams of soil at neutrality (pH 7.0) or at some

other stated pH value. The term, as applied to

soils, is synonymous with base-exchange capacity

but is more precise in meaning.

Channery soil material. Soil material that has, by

volume, 15 to 35 percent thin, flat fragments of

sandstone, shale, slate, limestone, or schist as

much as 6 inches (15 centimeters) along the

longest axis. A single piece is called a channer.

Chemical treatment. Control of unwanted vegetation

through the use of chemicals.

Chiseling. Tillage with an implement having one or

more soil-penetrating points that shatter or loosen

hard, compacted layers to a depth below normal

plow depth.

Clay. As a soil separate, the mineral soil particles less

than 0.002 millimeter in diameter. As a soil textural

class, soil material that is 40 percent or more clay,

less than 45 percent sand, and less than 40

percent silt.

Clay depletions. Low-chroma zones having a low

content of iron, manganese, and clay because of

the chemical reduction of iron and manganese

and the removal of iron, manganese, and clay. A

type of redoximorphic depletion.

Clay film. A thin coating of oriented clay on the

surface of a soil aggregate or lining pores or root

channels. Synonyms: clay coating, clay skin.

Claypan. A slowly permeable soil horizon that

contains much more clay than the horizons above

it. A claypan is commonly hard when dry and

plastic or stiff when wet.

Climax plant community. The stabilized plant

community on a particular site. The plant cover

reproduces itself and does not change so long as

the environment remains the same.

Coarse textured soil. Sand or loamy sand.

Cobble (or cobblestone). A rounded or partly

rounded fragment of rock 3 to 10 inches (7.6 to 25

centimeters) in diameter.

Cobbly soil material. Material that has 15 to 35

percent, by volume, rounded or partially rounded

rock fragments 3 to 10 inches (7.6 to 25

centimeters) in diameter. Very cobbly soil material

has 35 to 60 percent of these rock fragments, and

extremely cobbly soil material has more than 60

percent.

COLE (coefficient of linear extensibility). See

Linear extensibility.

Colluvium. Soil material or rock fragments, or both,

moved by creep, slide, or local wash and

deposited at the base of steep slopes.

Complex slope. Irregular or variable slope. Planning

or establishing terraces, diversions, and other

water-control structures on a complex slope is

difficult.

Complex, soil. A map unit of two or more kinds of soil

or miscellaneous areas in such an intricate pattern

or so small in area that it is not practical to map

them separately at the selected scale of mapping.

The pattern and proportion of the soils or

miscellaneous areas are somewhat similar in all

areas.

Concretions. Cemented bodies with crude internal

symmetry organized around a point, a line, or a

plane. They typically take the form of concentric
Menominee County, Wisconsin 161

layers visible to the naked eye. Calcium carbonate,

iron oxide, and manganese oxide are common

compounds making up concretions. If formed in

place, concretions of iron oxide or manganese

oxide are generally considered a type of

redoximorphic concentration.

Conservation cropping system. Growing crops in

combination with needed cultural and

management practices. In a good conservation

cropping system, the soil-improving crops and

practices more than offset the effects of the soildepleting crops and practices. Cropping systems

are needed on all tilled soils. Soil-improving

practices in a conservation cropping system

include the use of rotations that contain grasses

and legumes and the return of crop residue to the

soil. Other practices include the use of green

manure crops of grasses and legumes, proper

tillage, adequate fertilization, and weed and pest

control.

Conservation tillage. A tillage system that does not

invert the soil and that leaves a protective amount

of crop residue on the surface throughout the year.

Consistence, soil. Refers to the degree of cohesion

and adhesion of soil material and its resistance to

deformation when ruptured. Consistence includes

resistance of soil material to rupture and to

penetration; plasticity, toughness, and stickiness of

puddled soil material; and the manner in which the

soil material behaves when subject to

compression. Terms describing consistence are

defined in the “Soil Survey Manual.”

Contour stripcropping. Growing crops in strips that

follow the contour. Strips of grass or close-growing

crops are alternated with strips of clean-tilled

crops or summer fallow.

Control section. The part of the soil on which

classification is based. The thickness varies

among different kinds of soil, but for many it is that

part of the soil profile between depths of 10 inches

and 40 or 80 inches.

Coprogenous earth (sedimentary peat). Fecal

material deposited in water by aquatic organisms.

Cord. A unit of measurement of stacked wood. A

standard cord occupies 128 cubic feet with

dimensions of 4 feet by 4 feet by 8 feet.

Corrosion. Soil-induced electrochemical or chemical

action that dissolves or weakens concrete or

uncoated steel.

Cover crop. A close-growing crop grown primarily to

improve and protect the soil between periods of

regular crop production, or a crop grown between

trees and vines in orchards and vineyards.

Cradle-knoll. A small mound made up of soil material

that temporarily clung to the roots when a tree

was uprooted.

Crop residue management. Returning crop residue

to the soil, which helps to maintain soil structure,

organic matter content, and fertility and helps to

control erosion.

Cropping system. Growing crops according to a

planned system of rotation and management

practices.

Crown. The upper part of a tree or shrub, including the

living branches and their foliage.

Culmination of the mean annual increment (CMAI).

The average annual increase per acre in the

volume of a stand. Computed by dividing the total

volume of the stand by its age. As the stand

increases in age, the mean annual increment

continues to increase until mortality begins to

reduce the rate of increase. The point where the

stand reaches its maximum annual rate of growth

is called the culmination of the mean annual

increment.

Cutbanks cave (in tables). The walls of excavations

tend to cave in or slough.

Deferred grazing. Postponing grazing or resting

grazing land for a prescribed period.

Delta. A body of alluvium having a surface that is

nearly flat and fan shaped; deposited at or near

the mouth of a river or stream where it enters a

body of relatively quiet water, generally a sea or

lake.

Dense layer (in tables). A very firm, massive layer that

has a bulk density of more than 1.8 grams per

cubic centimeter. Such a layer affects the ease of

digging and can affect filling and compacting.

Depression. Any relatively sunken part of the earth’s

surface; especially a low-lying area surrounded by

higher ground. A closed depression has no natural

outlet for surface drainage. An open depression

has a natural outlet for surface drainage.

Depth, soil. Generally, the thickness of the soil over

bedrock. Very deep soils are more than 60 inches

deep over bedrock; deep soils, 40 to 60 inches;

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.
162 Soil Survey of

Drainage class (natural). Refers to the frequency and

duration of wet periods under conditions similar to

those under which the soil formed. Alterations of

the water regime by human activities, either

through drainage or irrigation, are not a

consideration unless they have significantly

changed the morphology of the soil. Seven

classes of natural soil drainage are recognized—

excessively drained, somewhat excessively

drained, well drained, moderately well drained,

somewhat poorly drained, poorly drained, and

very poorly drained. These classes are defined in

the “Soil Survey Manual.”

Drainage, surface. Runoff, or surface flow of water,

from an area.

Drainageway. A relatively small, linear depression

that, at some time, moves concentrated water and

either does not have a defined channel or has only

a small defined channel.

Drumlin. A low, smooth, elongated oval hill, mound, or

ridge of compact glacial till. The longer axis is

parallel to the path of the glacier and commonly

has a blunt nose pointing in the direction from

which the ice approached.

Duff. A generally firm organic layer on the surface of

mineral soils. It consists of fallen plant material

that is in the process of decomposition and

includes everything from the litter on the surface to

underlying pure humus.

Eluviation. The movement of material in true solution

or colloidal suspension from one place to another

within the soil. Soil horizons that have lost material

through eluviation are eluvial; those that have

received material are illuvial.

End moraine. A ridgelike accumulation that is being

or was produced at the outer margin of an actively

flowing glacier at any given time.

Endosaturation. A type of saturation of the soil in

which all horizons between the upper boundary of

saturation and a depth of 2 meters are saturated.

Eolian soil material. Earthy parent material

accumulated through wind action; commonly

refers to sandy material in dunes or to loess in

blankets on the surface.

Ephemeral stream. A stream, or reach of a stream,

that flows only in direct response to precipitation. It

receives no long-continued supply from melting

snow or other source, and its channel is above the

water table at all times.

Episaturation. A type of saturation indicating a

perched water table in a soil in which saturated

layers are underlain by one or more unsaturated

layers within 2 meters of the surface.

Erosion. The wearing away of the land surface by

water, wind, ice, or other geologic agents and by

such processes as gravitational creep.

Erosion (geologic). Erosion caused by geologic

processes acting over long geologic periods and

resulting in the wearing away of mountains and

the building up of such landscape features as

flood plains and coastal plains. Synonym: natural

erosion.

Erosion (accelerated). Erosion much more rapid

than geologic erosion, mainly as a result of human

or animal activities or of a catastrophe in nature,

such as a fire, that exposes the surface.

Erosion pavement. A layer of gravel or stones that

remains on the surface after fine particles are

removed by sheet or rill erosion.

Escarpment. A relatively continuous and steep slope

or cliff breaking the general continuity of more

gently sloping land surfaces and resulting from

erosion or faulting. Synonym: scarp.

Esker. A narrow, winding ridge of stratified gravelly

and sandy drift deposited by a stream flowing in a

tunnel beneath a glacier.

Fan terrace. A relict alluvial fan, no longer a site of

active deposition, incised by younger and lower

alluvial surfaces.

Fertility, soil. The quality that enables a soil to provide

plant nutrients, in adequate amounts and in proper

balance, for the growth of specified plants when

light, moisture, temperature, tilth, and other growth

factors are favorable.

Fibric soil material (peat). The least decomposed of

all organic soil material. Peat contains a large

amount of well preserved fiber that is readily

identifiable according to botanical origin. Peat has

the lowest bulk density and the highest water

content at saturation of all organic soil material.

Field moisture capacity. The moisture content of a

soil, expressed as a percentage of the ovendry

weight, after the gravitational, or free, water has

drained away; the field moisture content 2 or 3

days after a soaking rain; also called normal field

capacity, normal moisture capacity, or capillary

capacity.

Fine textured soil. Sandy clay, silty clay, or clay.

Firebreak. An area cleared of flammable material to

stop or help control creeping or running fires. It

also serves as a line from which to work and to

facilitate the movement of firefighters and

equipment. Designated roads also serve as

firebreaks.

First bottom. The normal flood plain of a stream,

subject to frequent or occasional flooding.

Flaggy soil material. Material that has, by volume, 15

to 35 percent flagstones. Very flaggy soil material
Menominee County, Wisconsin 163

has 35 to 60 percent flagstones, and extremely

flaggy soil material has more than 60 percent

flagstones.

Flagstone. A thin fragment of sandstone, limestone,

slate, shale, or (rarely) schist 6 to 15 inches (15 to

38 centimeters) long.

Flood plain. A nearly level alluvial plain that borders a

stream and is subject to flooding unless protected

artificially.

Fluvial. Of or pertaining to rivers; produced by river

action, as a fluvial plain.

Footslope. The position that forms the inner, gently

inclined surface at the base of a hillslope. In

profile, footslopes are commonly concave. A

footslope is a transition zone between upslope

sites of erosion and transport (shoulders and

backslopes) and downslope sites of deposition

(toeslopes).

Forb. Any herbaceous plant not a grass or a sedge.

Forest cover. All trees and other woody plants

(underbrush) covering the ground in a forest.

Forest habitat type. An association of dominant tree

and ground flora species in a climax community.

Forest type. A stand of trees similar in composition

and development because of given physical and

biological factors by which it may be differentiated

from other stands.

Fragipan. A loamy, brittle subsurface horizon low in

porosity and content of organic matter and low or

moderate in clay but high in silt or very fine sand.

A fragipan appears cemented and restricts roots.

When dry, it is hard or very hard and has a higher

bulk density than the horizon or horizons above.

When moist, it tends to rupture suddenly under

pressure rather than to deform slowly.

Frost action (in tables). Freezing and thawing of soil

moisture. Frost action can damage roads,

buildings and other structures, and plant roots.

Genesis, soil. The mode of origin of the soil. Refers

especially to the processes or soil-forming factors

responsible for the formation of the solum, or true

soil, from the unconsolidated parent material.

Geomorphology. The science that treats the general

configuration of the earth’s surface; specifically the

study of the classification, description, nature,

origin, and development of landforms and their

relationships to underlying structures, and the

history of geologic changes as recorded by these

surface features. The term is especially applied to

the genetic interpretation of landforms.

Glacial drift. Pulverized and other rock material

transported by glacial ice and then deposited.

Also, the sorted and unsorted material deposited

by streams flowing from glaciers.

Glacial outwash. Gravel, sand, and silt, commonly

stratified, deposited by glacial meltwater.

Glacial till. Unsorted, nonstratified glacial drift

consisting of clay, silt, sand, and boulders

transported and deposited by glacial ice.

Glaciofluvial deposits. Material moved by glaciers

and subsequently sorted and deposited by

streams flowing from the melting ice. The deposits

are stratified and occur as kames, eskers, deltas,

and outwash plains.

Glaciolacustrine deposits. Material ranging from fine

clay to sand derived from glaciers and deposited

in glacial lakes mainly by glacial meltwater. Many

deposits are interbedded or laminated.

Gleyed soil. Soil that formed under poor drainage,

resulting in the reduction of iron and other

elements in the profile and in gray colors.

Graded stripcropping. Growing crops in strips that

grade toward a protected waterway.

Grassed waterway. A natural or constructed

waterway, typically broad and shallow, seeded to

grass as protection against erosion. Conducts

surface water away from cropland.

Gravel. Rounded or angular fragments of rock as

much as 3 inches (2 millimeters to 7.6

centimeters) in diameter. An individual piece is a

pebble.

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.

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 miniature valley with steep sides cut by

running water and through which water ordinarily

runs only after rainfall. 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.

Hard bedrock. Bedrock that cannot be excavated

except by blasting or by the use of special

equipment that is not commonly used in

construction.

Hard to reclaim (in tables). Reclamation is difficult

after the removal of soil for construction and other

uses. Revegetation and erosion control are

extremely difficult.

Hardpan. A hardened or cemented soil horizon, or

layer. The soil material is sandy, loamy, or clayey
164 Soil Survey of

and is cemented by iron oxide, silica, calcium

carbonate, or other substance.

Head slope. A geomorphic component of hills

consisting of a laterally concave area of a hillside,

especially at the head of a drainageway. The

overland waterflow is converging.

Hemic soil material (mucky peat). Organic soil

material intermediate in degree of decomposition

between the less decomposed fibric material and

the more decomposed sapric material.

Herbaceous peat. An accumulation of organic

material, decomposed to some degree, that is

predominantly the remains of sedges, reeds,

cattails, and other herbaceous plants.

High-chroma zones. Zones having chroma of 3 or

more. Typical color in areas of iron concentrations.

High-residue crops. Such crops as small grain and

corn used for grain. If properly managed, residue

from these crops can be used to control erosion

until the next crop in the rotation is established.

These crops return large amounts of organic

matter to the soil.

Hill. A natural elevation of the land surface, rising as

much as 1,000 feet above surrounding lowlands,

commonly of limited summit area and having a

well defined outline; hillsides generally have

slopes of more than 15 percent. The distinction

between a hill and a mountain is arbitrary and is

dependent on local usage.

Horizon, soil. A layer of soil, approximately parallel to

the surface, having distinct characteristics

produced by soil-forming processes. In the

identification of soil horizons, an uppercase letter

represents the major horizons. Numbers or

lowercase letters that follow represent

subdivisions of the major horizons. An explanation

of the subdivisions is given in the “Soil Survey

Manual.” The major horizons of mineral soil are as

follows:

O horizon.—An organic layer of fresh and

decaying plant residue.

A horizon.—The mineral horizon at or near the

surface in which an accumulation of humified

organic matter is mixed with the mineral material.

Also, a plowed surface horizon, most of which was

originally part of a B horizon.

E horizon.—The mineral horizon in which the main

feature is loss of silicate clay, iron, aluminum, or

some combination of these.

B horizon.—The mineral horizon below an A

horizon. The B horizon is in part a layer of

transition from the overlying A to the underlying C

horizon. The B horizon also has distinctive

characteristics, such as (1) accumulation of clay,

sesquioxides, humus, or a combination of these;

(2) prismatic or blocky structure; (3) redder or

browner colors than those in the A horizon; or (4)

a combination of these.

C horizon.—The mineral horizon or layer,

excluding indurated bedrock, that is little affected

by soil-forming processes and does not have the

properties typical of the overlying soil material.

The material of a C horizon may be either like or

unlike that in which the solum formed. If the

material is known to differ from that in the solum,

an Arabic numeral, commonly a 2, precedes the

letter C.

Cr horizon.—Soft, consolidated bedrock beneath

the soil.

R layer.—Consolidated bedrock beneath the soil.

The bedrock commonly underlies a C horizon, but

it can be directly below an A or a B horizon.

Humus. The well decomposed, more or less stable

part of the organic matter in mineral soils.

Hydrologic soil groups. Refers to soils grouped

according to their runoff potential. The soil

properties that influence this potential are those

that affect the minimum rate of water infiltration on

a bare soil during periods after prolonged wetting

when the soil is not frozen. These properties are

depth to a seasonal high water table, the

infiltration rate and permeability after prolonged

wetting, and depth to a very slowly permeable

layer. The slope and the kind of plant cover are not

considered but are separate factors in predicting

runoff.

Ice-walled lake plain. A relict surface marking the

floor of an extinct lake basin that was formed on

solid ground and surrounded by stagnant ice in a

stable or unstable superglacial environment on

stagnation moraines. As the ice melted, the lake

plain became perched above the adjacent

landscape. The lake plain is well sorted, generally

fine textured, stratified deposits.

Igneous rock. Rock formed by solidification from a

molten or partially molten state. Major varieties

include plutonic and volcanic rock. Examples are

andesite, basalt, and granite.

Illuviation. The movement of soil material from one

horizon to another in the soil profile. Generally,

material is removed from an upper horizon and

deposited in a lower horizon.

Impervious soil. A soil through which water, air, or

roots penetrate slowly or not at all. No soil is

absolutely impervious to air and water all the time.

Infiltration. The downward entry of water into the
Menominee County, Wisconsin 165

immediate surface of soil or other material, as

contrasted with percolation, which is movement of

water through soil layers or material.

Infiltration capacity. The maximum rate at which

water can infiltrate into a soil under a given set of

conditions.

Infiltration rate. The rate at which water penetrates

the surface of the soil at any given instant, usually

expressed in inches per hour. The rate can be

limited by the infiltration capacity of the soil or the

rate at which water is applied at the surface.

Intake rate. The average rate of water entering the

soil under irrigation. Most soils have a fast initial

rate; the rate decreases with application time.

Therefore, intake rate for design purposes is not a

constant but is a variable depending on the net

irrigation application. The rate of water intake, in

inches per hour, is expressed as follows:

Less than 0.2 ............................................... very low

0.2 to 0.4 .............................................................. low

0.4 to 0.75 ......................................... moderately low

0.75 to 1.25 ................................................ moderate

1.25 to 1.75 ..................................... moderately high

1.75 to 2.5 .......................................................... high

More than 2.5 ............................................. very high

Interfluve. An elevated area between two

drainageways that sheds water to those

drainageways.

Intermittent stream. A stream, or reach of a stream,

that flows for prolonged periods only when it

receives ground-water discharge or long,

continued contributions from melting snow or other

surface and shallow subsurface sources.

Iron concentrations. High-chroma zones having a

high content of iron and manganese oxide

because of chemical oxidation and accumulation

but having a clay content similar to that of the

adjacent matrix. A type of redoximorphic

concentration.

Iron depletions. Low-chroma zones having a low

content of iron and manganese oxide because of

chemical reduction and removal, but having a clay

content similar to that of the adjacent matrix. A

type of redoximorphic depletion.

Irrigation. Application of water to soils to assist in

production of crops. Methods of irrigation are:

Basin.—Water is applied rapidly to nearly level

plains surrounded by levees or dikes.

Border.—Water is applied at the upper end of a

strip in which the lateral flow of water is controlled

by small earth ridges called border dikes, or

borders.

Controlled flooding.—Water is released at

intervals from closely spaced field ditches and

distributed uniformly over the field.

Corrugation.—Water is applied to small, closely

spaced furrows or ditches in fields of closegrowing crops or in orchards so that it flows in only

one direction.

Drip (or trickle).—Water is applied slowly and

under low pressure to the surface of the soil or

into the soil through such applicators as emitters,

porous tubing, or perforated pipe.

Furrow.—Water is applied in small ditches made

by cultivation implements. Furrows are used for

tree and row crops.

Sprinkler.—Water is sprayed over the soil surface

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.

Kame. An irregular, short ridge or hill of stratified

glacial drift.

Kame moraine. An end moraine that contains

numerous kames. A group of kames along the

front of a stagnant glacier, commonly comprising

the slumped remnants of a formerly continuous

outwash plain built up over the foot of rapidly

wasting or stagnant ice.

Karst (topography). The relief of an area underlain by

limestone that dissolves in differing degrees, thus

forming numerous depressions or small basins.

Knoll. A small, low, rounded hill rising above adjacent

landforms.

Ksat. Saturated hydraulic conductivity. (See

Permeability.)

Lacustrine deposit. Material deposited in lake water

and exposed when the water level is lowered or

the elevation of the land is raised.

Lake bed. The bottom of a lake; a lake basin.

Lake plain. A nearly level surface marking the floor of

an extinct lake filled by well sorted, generally fine

textured, stratified deposits, commonly containing

varves.

Lake terrace. A narrow shelf, partly cut and partly

built, produced along a lakeshore in front of a

scarp line of low cliffs and later exposed when the

water level falls.

Lakeshore. A narrow strip of land in contact with or

bordering a lake; especially the beach of a lake.

Landslide. The rapid downhill movement of a mass of

soil and loose rock, generally when wet or
166 Soil Survey of

saturated. The speed and distance of movement,

as well as the amount of soil and rock material,

vary greatly.

Large stones (in tables). Rock fragments 3 inches

(7.6 centimeters) or more across. Large stones

adversely affect the specified use of the soil.

Leaching. The removal of soluble material from soil or

other material by percolating water.

Linear extensibility. Refers to the change in length of

an unconfined clod as moisture content is

decreased from a moist to a dry state. Linear

extensibility is used to determine the shrink-swell

potential of soils. It is an expression of the volume

change between the water content of the clod at

1

/3- or 1/10-bar tension (33kPa or 10kPa tension)

and oven dryness. Volume change is influenced by

the amount and type of clay minerals in the soil.

The volume change is the percent change for the

whole soil. If it is expressed as a fraction, the

resulting value is COLE, coefficient of linear

extensibility.

Liquid limit. The moisture content at which the soil

passes from a plastic to a liquid state.

Loam. Soil material that is 7 to 27 percent clay

particles, 28 to 50 percent silt particles, and less

than 52 percent sand particles.

Loess. Fine grained material, dominantly of silt-sized

particles, deposited by wind.

Low strength. The soil is not strong enough to

support loads.

Low-chroma zones. Zones having chroma of 2 or

less. Typical color in areas of iron depletions.

Low-residue crops. Such crops as corn used for

silage, peas, beans, and potatoes. Residue from

these crops is not adequate to control erosion until

the next crop in the rotation is established. These

crops return little organic matter to the soil.

Marl. An earthy, unconsolidated deposit consisting

chiefly of calcium carbonate mixed with clay in

approximately equal amounts.

Masses. Concentrations of substances in the soil

matrix that do not have a clearly defined boundary

with the surrounding soil material and cannot be

removed as a discrete unit. Common compounds

making up masses are calcium carbonate,

gypsum or other soluble salts, iron oxide, and

manganese oxide. Masses consisting of iron oxide

or manganese oxide generally are considered a

type of redoximorphic concentration.

Mechanical treatment. Use of mechanical equipment

for seeding, brush management, and other

management practices.

Medium textured soil. Very fine sandy loam, loam,

silt loam, or silt.

Metamorphic rock. Rock of any origin altered in

mineralogical composition, chemical composition,

or structure by heat, pressure, and movement.

Nearly all such rocks are crystalline.

Mineral soil. Soil that is mainly mineral material and

low in organic material. Its bulk density is more

than that of organic soil.

Minimum tillage. Only the tillage essential to crop

production and prevention of soil damage.

Miscellaneous area. An area that has little or

no natural soil and supports little or no

vegetation.

Moderately coarse textured soil. Coarse sandy

loam, sandy loam, or fine sandy loam.

Moderately fine textured soil. Clay loam, sandy clay

loam, or silty clay loam.

Mollic epipedon. A thick, dark, humus-rich surface

horizon (or horizons) that has high base saturation

and pedogenic soil structure. It may include the

upper part of the subsoil.

Moraine. An accumulation of earth, stones, and other

debris deposited by a glacier. Some types are

terminal, lateral, medial, and ground.

Morphology, soil. The physical makeup of the soil,

including the texture, structure, porosity,

consistence, color, and other physical, mineral,

and biological properties of the various horizons,

and the thickness and arrangement of those

horizons in the soil profile.

Mottling, soil. Irregular spots of different colors that

vary in number and size. Descriptive terms are as

follows: abundance—few, common, and many;

size—fine, medium, and coarse; and contrast—

faint, distinct, and prominent. The size

measurements are of the diameter along the

greatest dimension. Fine indicates less than 5

millimeters (about 0.2 inch); medium, from 5 to 15

millimeters (about 0.2 to 0.6 inch); and coarse,

more than 15 millimeters (about 0.6 inch).

Muck. Dark, finely divided, well decomposed organic

soil material. (See Sapric soil material.)

Mucky peat. Unconsolidated soil material consisting

primarily of organic matter that is in an

intermediate stage of decomposition such that a

significant part of the material can be recognized

and a significant part of the material cannot be

recognized.

Mudstone. Sedimentary rock formed by induration of

silt and clay in approximately equal amounts.

Munsell notation. A designation of color by degrees

of three simple variables—hue, value, and

chroma. For example, a notation of 10YR 6/4 is

a color with hue of 10YR, value of 6, and chroma

of 4.
Menominee County, Wisconsin 167

Neutral soil. A soil having a pH value of 6.6 to 7.3.

(See Reaction, soil.)

Nodules. Cemented bodies lacking visible internal

structure. Calcium carbonate, iron oxide, and

manganese oxide are common compounds

making up nodules. If formed in place, nodules of

iron oxide or manganese oxide are considered

types of redoximorphic concentrations.

Nose slope. A geomorphic component of hills

consisting of the projecting end (laterally convex

area) of a hillside. The overland waterflow is

predominantly divergent.

Nutrient, plant. Any element taken in by a plant

essential to its growth. Plant nutrients are mainly

nitrogen, phosphorus, potassium, calcium,

magnesium, sulfur, iron, manganese, copper,

boron, and zinc obtained from the soil and carbon,

hydrogen, and oxygen obtained from the air and

water.

Organic matter. Plant and animal residue in the soil in

various stages of decomposition. The content of

organic matter in the surface layer is described as

follows:

Very low ................................... less than 0.5 percent

Low ................................................ 0.5 to 1.0 percent

Moderately low .............................. 1.0 to 2.0 percent

Moderate ....................................... 2.0 to 4.0 percent

High ............................................... 4.0 to 8.0 percent

Very high ............................... more than 8.0 percent

Outwash plain. A landform of mainly sandy or coarse

textured material of glaciofluvial origin. An

outwash plain is commonly smooth; where pitted,

it generally is low in relief.

Paleoterrace. An erosional remnant of a terrace that

retains the surface form and alluvial deposits of its

origin but was not emplaced by, and commonly

does not grade to, a present-day stream or

drainage network.

Pan. A compact, dense layer in a soil that impedes the

movement of water and the growth of roots. For

example, hardpan, fragipan, claypan, plowpan,

and traffic pan.

Parent material. The unconsolidated organic and

mineral material in which soil forms.

Peat. Unconsolidated material, largely undecomposed

organic matter, that has accumulated under

excess moisture. (See Fibric soil material.)

Ped. An individual natural soil aggregate, such as a

granule, a prism, or a block.

Pedisediment. A thin layer of alluvial material that

mantles an erosion surface and has been

transported to its present position from higher

lying areas of the erosion surface.

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.

Permeability. The quality of the soil that enables water

or air to move downward through the profile. The

rate at which a saturated soil transmits water is

accepted as a measure of this quality. In soil

physics, the rate is referred to as “saturated

hydraulic conductivity,” which is defined in the “Soil

Survey Manual.” In line with conventional usage in

the engineering profession and with traditional

usage in published soil surveys, this rate of flow

continues to be expressed as “permeability.” Terms

describing permeability, measured in inches per

hour, are as follows:

Impermeable ...........................less than 0.0015 inch

Very slow .................................... 0.0015 to 0.06 inch

Slow.................................................. 0.06 to 0.2 inch

Moderately slow ................................. 0.2 to 0.6 inch

Moderate ................................ 0.6 inch to 2.0 inches

Moderately rapid ............................ 2.0 to 6.0 inches

Rapid ............................................... 6.0 to 20 inches

Very rapid ................................. more than 20 inches

pH value. A numerical designation of acidity and

alkalinity in soil. (See Reaction, soil.)

Phase, soil. A subdivision of a soil series based on

features that affect its use and management, such

as slope, stoniness, and flooding.

Piping (in tables). Formation of subsurface tunnels or

pipelike cavities by water moving through the soil.

Pitted outwash plain. An outwash plain marked by

many irregular depressions, such as kettles,

shallow pits, and potholes, which formed by

melting of incorporated ice masses. Common in

Wisconsin and Minnesota.

Pitting (in tables). Pits caused by melting around ice.

They form on the soil after plant cover is removed.

Plastic limit. The moisture content at which a soil

changes from semisolid to plastic.

Plasticity index. The numerical difference between

the liquid limit and the plastic limit; the range of

moisture content within which the soil remains

plastic.

Plateau. An extensive upland mass with relatively flat

summit area that is considerably elevated (more

than 100 meters) above adjacent lowlands and

separated from them on one or more sides by

escarpments.
168 Soil Survey of

Plowpan. A compacted layer formed in the soil

directly below the plowed layer.

Poletimber. Hardwood trees ranging from 5 to 11

inches and conifers ranging from 5 to 9 inches in

diameter at breast height.

Ponding. Standing water on soils in closed

depressions. Unless the soils are artificially

drained, the water can be removed only by

percolation or evapotranspiration.

Poorly graded. Refers to a coarse grained soil or soil

material consisting mainly of particles of nearly

the same size. Because there is little difference in

size of the particles, density can be increased only

slightly by compaction.

Potential native plant community. See Climax plant

community.

Potential rooting depth (effective rooting depth).

Depth to which roots could penetrate if the content

of moisture in the soil were adequate. The soil has

no properties restricting the penetration of roots to

this depth.

Prescribed burning. Deliberately burning an area for

specific management purposes, under the

appropriate conditions of weather and soil

moisture and at the proper time of day.

Productivity, soil. The capability of a soil for

producing a specified plant or sequence of plants

under specific management.

Profile, soil. A vertical section of the soil extending

through all its horizons and into the parent

material.

Reaction, soil. A measure of acidity or alkalinity of a

soil, expressed in pH values. A soil that tests to pH

7.0 is described as precisely neutral in reaction

because it is neither acid nor alkaline. The

degrees of acidity or alkalinity, expressed as pH

values, are:

Ultra acid .............................................. less than 3.5

Extremely acid ........................................... 3.5 to 4.4

Very strongly acid ...................................... 4.5 to 5.0

Strongly acid .............................................. 5.1 to 5.5

Moderately acid .......................................... 5.6 to 6.0

Slightly acid ................................................ 6.1 to 6.5

Neutral ........................................................ 6.6 to 7.3

Slightly alkaline .......................................... 7.4 to 7.8

Moderately alkaline .................................... 7.9 to 8.4

Strongly alkaline ........................................ 8.5 to 9.0

Very strongly alkaline ......................... 9.1 and higher

Redoximorphic concentrations. Nodules,

concretions, soft masses, pore linings, and other

features resulting from the accumulation of iron or

manganese oxide. An indication of chemical

reduction and oxidation resulting from saturation.

Redoximorphic depletions. Low-chroma zones from

which iron and manganese oxide or a combination

of iron and manganese oxide and clay has been

removed. These zones are indications of the

chemical reduction of iron resulting from

saturation.

Redoximorphic features. Redoximorphic

concentrations, redoximorphic depletions, reduced

matrices, a positive reaction to alpha,alphadipyridyl, and other features indicating the

chemical reduction and oxidation of iron and

manganese compounds resulting from saturation.

Reduced matrix. A soil matrix that has low chroma in

situ because of chemically reduced iron (Fe II).

The chemical reduction results from nearly

continuous wetness. The matrix undergoes a

change in hue or chroma within 30 minutes after

exposure to air as the iron is oxidized (Fe III). A

type of redoximorphic feature.

Regolith. The unconsolidated mantle of weathered

rock and soil material on the earth’s surface; the

loose earth material above the solid rock.

Relief. The elevations or inequalities of a land surface,

considered collectively.

Residuum (residual soil material). Unconsolidated,

weathered or partly weathered mineral material

that accumulated as consolidated rock

disintegrated in place.

Rill. A steep-sided channel resulting from accelerated

erosion. A rill generally is a few inches deep and

not wide enough to be an obstacle to farm

machinery.

Rise. A slight increase in elevation of the land surface,

typically with a broad summit and gently sloping

sides.

Road cut. A sloping surface produced by mechanical

means during road construction. It is commonly on

the uphill side of the road.

Rock fragments. Rock or mineral fragments having a

diameter of 2 millimeters or more; for example,

pebbles, cobbles, stones, and boulders.

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
Menominee County, Wisconsin 169

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.

Sapling. A tree ranging from 1 to 5 inches in diameter

at breast height.

Sapric soil material (muck). The most highly

decomposed of all organic soil material. Muck has

the least amount of plant fiber, the highest bulk

density, and the lowest water content at saturation

of all organic soil material.

Saprolite. Unconsolidated residual material

underlying the soil and grading to hard bedrock

below.

Saturation. Wetness characterized by zero or positive

pressure of the soil water. Under conditions of

saturation, the water will flow from the soil matrix

into an unlined auger hole.

Sawtimber. Hardwood trees more than 11 inches and

conifers more than 9 inches in diameter at breast

height.

Scarification. The act of abrading, scratching,

loosening, crushing, or modifying the surface to

increase water absorption or to provide a more

tillable soil.

Second bottom. The first terrace above the normal

flood plain (or first bottom) of a river.

Sedimentary rock. Rock made up of particles

deposited from suspension in water. The chief

kinds of sedimentary rock are conglomerate,

formed from gravel; sandstone, formed from sand;

shale, formed from clay; and limestone, formed

from soft masses of calcium carbonate. There are

many intermediate types. Some wind-deposited

sand is consolidated into sandstone.

Seedling. A tree less than 1 inch in diameter at breast

height.

Seepage (in tables). The movement of water through

the soil. Seepage adversely affects the specified

use.

Sequum. A sequence consisting of an illuvial horizon

and the overlying eluvial horizon. (See Eluviation.)

Series, soil. A group of soils that have profiles that are

almost alike, except for differences in texture of

the surface layer. All the soils of a series have

horizons that are similar in composition, thickness,

and arrangement.

Shale. Sedimentary rock formed by the hardening of a

clay deposit.

Sheet erosion. The removal of a fairly uniform layer of

soil material from the land surface by the action of

rainfall and surface runoff.

Shoulder. The position that forms the uppermost

inclined surface near the top of a hillslope. It is a

transition from backslope to summit. The surface

is dominantly convex in profile and erosional in

origin.

Shrink-swell (in tables). The shrinking of soil when

dry and the swelling when wet. Shrinking and

swelling can damage roads, dams, building

foundations, and other structures. It can also

damage plant roots.

Side slope. A geomorphic component of hills

consisting of a laterally planar area of a hillside.

The overland waterflow is predominantly parallel.

Silica. A combination of silicon and oxygen. The

mineral form is called quartz.

Silt. As a soil separate, individual mineral particles

that range in diameter from the upper limit of clay

(0.002 millimeter) to the lower limit of very fine

sand (0.05 millimeter). As a soil textural class, soil

that is 80 percent or more silt and less than 12

percent clay.

Siltstone. Sedimentary rock made up of dominantly

silt-sized particles.

Similar soils. Soils that share limits of diagnostic

criteria, behave and perform in a similar manner,

and have similar conservation needs or

management requirements for the major land uses

in the survey area.

Sinkhole. A depression in the landscape where

limestone has been dissolved.

Site index. A designation of the quality of a forest site

based on the height of the dominant stand at an

arbitrarily chosen age. For example, if the average

height attained by dominant and codominant trees

in a fully stocked stand at the age of 50 years is

75 feet, the site index is 75.

Slope. The inclination of the land surface from the

horizontal. Percentage of slope is the vertical

distance divided by horizontal distance, then

multiplied by 100. Thus, a slope of 20 percent is a

drop of 20 feet in 100 feet of horizontal distance.

Slope (in tables). Slope is great enough that special

practices are required to ensure satisfactory

performance of the soil for a specific use.

Sloughed till. Water-saturated till that has flowed

slowly downhill from its original place of deposit by

glacial ice. It may rest on other till, on glacial

outwash, or on a glaciolacustrine deposit.

Slow refill (in tables). The slow filling of ponds,

resulting from restricted permeability in the soil.

Sodium adsorption ratio (SAR). A measure of the

amount of sodium (Na) relative to calcium (Ca)

and magnesium (Mg) in the water extract from
170 Soil Survey of

saturated soil paste. It is the ratio of the Na

concentration divided by the square root of onehalf of the Ca + Mg concentration.

Soft bedrock. Bedrock that can be excavated with

trenching machines, backhoes, small rippers, and

other equipment commonly used in construction.

Soil. A natural, three-dimensional body at the earth’s

surface. It is capable of supporting plants and has

properties resulting from the integrated effect of

climate and living matter acting on earthy parent

material, as conditioned by relief and by the

passage of time.

Soil separates. Mineral particles less than 2

millimeters in equivalent diameter and ranging

between specified size limits. The names and

sizes, in millimeters, of separates recognized in

the United States are as follows:

Very coarse sand ....................................... 2.0 to 1.0

Coarse sand ............................................... 1.0 to 0.5

Medium sand ........................................... 0.5 to 0.25

Fine sand ............................................... 0.25 to 0.10

Very fine sand ........................................ 0.10 to 0.05

Silt ........................................................ 0.05 to 0.002

Clay .................................................. less than 0.002

Solum. The upper part of a soil profile, above the C

horizon, in which the processes of soil formation

are active. The solum in soil consists of the A, E,

and B horizons. Generally, the characteristics of

the material in these horizons are unlike those of

the material below the solum. The living roots and

plant and animal activities are largely confined to

the solum.

Stagnation moraine. A body of drift released by the

melting of a glacier that ceased flowing.

Commonly, but not always, occurs near ice

margins; composed of till, ice-contact stratified

drift, and small areas of glacial lake sediment.

Typical landforms are knob-and-kettle topography,

locally including ice-walled lake plains.

Stone line. A concentration of rock fragments in a soil.

Generally, it is indicative of an old weathered

surface. In a cross section, the line may be one

fragment or more thick. It generally overlies

material that weathered in place and is overlain by

recent sediment of variable thickness.

Stones. Rock fragments 10 to 24 inches (25 to 60

centimeters) in diameter if rounded or 15 to 24

inches (38 to 60 centimeters) in length if flat.

Stony. Refers to a soil containing stones in numbers

that interfere with or prevent tillage.

Stripcropping. Growing crops in a systematic

arrangement of strips or bands that provide

vegetative barriers to wind erosion and water

erosion.

Structure, soil. The arrangement of primary soil

particles into compound particles or aggregates.

The principal forms of soil structure are—platy

(laminated), prismatic (vertical axis of aggregates

longer than horizontal), columnar (prisms with

rounded tops), blocky (angular or subangular),

and granular. Structureless soils are either single

grain (each grain by itself, as in dune sand) or

massive (the particles adhering without any

regular cleavage, as in many hardpans).

Stubble mulch. Stubble or other crop residue left on

the soil or partly worked into the soil. It protects

the soil from wind erosion and water erosion after

harvest, during preparation of a seedbed for the

next crop, and during the early growing period of

the new crop.

Subsoil. Technically, the B horizon; roughly, the part of

the solum below plow depth.

Subsoiling. Tilling a soil below normal plow depth,

ordinarily to shatter a hardpan or claypan.

Substratum. The part of the soil below the solum.

Subsurface layer. Any surface soil horizon (A, E, AB,

or EB) below the surface layer.

Summit. The topographically highest position of a

hillslope. It has a nearly level (planar or only

slightly convex) surface.

Surface layer. The soil ordinarily moved in tillage, or

its equivalent in uncultivated soil, ranging in depth

from 4 to 10 inches (10 to 25 centimeters).

Frequently designated as the “plow layer,” or the

“Ap horizon.”

Surface soil. The A, E, AB, and EB horizons,

considered collectively. It includes all subdivisions

of these horizons.

Swale. A slight depression in the midst of generally

level land. A shallow depression in an undulating

ground moraine resulting from uneven glacial

deposition.

Taxadjuncts. Soils that cannot be classified in a

series recognized in the classification system.

Such soils are named for a series they strongly

resemble and are designated as taxadjuncts to

that series because they differ in ways too small to

be of consequence in interpreting their use and

behavior. Soils are recognized as taxadjuncts only

when one or more of their characteristics are

slightly outside the range defined for the family of

the series for which the soils are named.

Terminal moraine. A belt of thick glacial drift that

generally marks the termination of important

glacial advances.
Menominee County, Wisconsin 171

Terrace. An embankment, or ridge, constructed

across sloping soils on the contour or at a slight

angle to the contour. The terrace intercepts

surface runoff so that water soaks into the soil or

flows slowly to a prepared outlet. A terrace in a

field generally is built so that the field can be

farmed. A terrace intended mainly for drainage

has a deep channel that is maintained in

permanent sod.

Terrace (geologic). An old alluvial plain, ordinarily flat

or undulating, bordering a river, a lake, or the sea.

Texture, soil. The relative proportions of sand, silt,

and clay particles in a mass of soil. The basic

textural classes, in order of increasing proportion

of fine particles, are sand, loamy sand, sandy

loam, loam, silt loam, silt, sandy clay loam, clay

loam, silty clay loam, sandy clay, silty clay, and

clay. The sand, loamy sand, and sandy loam

classes may be further divided by specifying

“coarse,” “fine,” or “very fine.”

Thin layer (in tables). Otherwise suitable soil material

that is too thin for the specified use.

Till. Unsorted, nonstratified glacial drift consisting of

clay, silt, sand, and boulders transported and

deposited by glacial ice.

Till plain. An extensive area of nearly level to

undulating soils underlain by glacial till.

Tilth, soil. The physical condition of the soil as related

to tillage, seedbed preparation, seedling

emergence, and root penetration.

Toeslope. The position that forms the gently inclined

surface at the base of a hillslope. Toeslopes in

profile are commonly gentle and linear and are

constructional surfaces forming the lower part of a

hillslope continuum that grades to valley or closeddepression floors.

Topsoil. The upper part of the soil, which is the most

favorable material for plant growth. It is ordinarily

rich in organic matter and is used to topdress

roadbanks, lawns, and land affected by mining.

Trace elements. Chemical elements, for example,

zinc, cobalt, manganese, copper, and iron, in soils

in extremely small amounts. They are essential to

plant growth.

Upland. Land at a higher elevation, in general, than

the alluvial plain or stream terrace; land above the

lowlands along streams.

Valley fill. In glaciated regions, material deposited in

stream valleys by glacial meltwater. In

nonglaciated regions, alluvium deposited by

heavily loaded streams.

Variegation. Refers to patterns of contrasting

colors assumed to be inherited from the parent

material rather than to be the result of poor

drainage.

Varve. A sedimentary layer or a lamina or sequence of

laminae deposited in a body of still water within a

year. Specifically, a thin pair of graded

glaciolacustrine layers seasonally deposited,

usually by meltwater streams, in a glacial lake or

other body of still water in front of a glacier.

Water bars. Smooth, shallow ditches or depressional

areas that are excavated at an angle across a

sloping road. They are used to reduce the

downward velocity of water and divert it off and

away from the road surface. Water bars can easily

be driven over if constructed properly.

Weathering. All physical and chemical changes

produced in rocks or other deposits at or near the

earth’s surface by atmospheric agents. These

changes result in disintegration and

decomposition of the material.

Well graded. Refers to soil material consisting of

coarse grained particles that are well distributed

over a wide range in size or diameter. Such soil

normally can be easily increased in density and

bearing properties by compaction. Contrasts with

poorly graded soil.

Wilting point (or permanent wilting point). The

moisture content of soil, on an ovendry basis, at

which a plant (specifically a sunflower) wilts so

much that it does not recover when placed in a

humid, dark chamber.

Windthrow. The uprooting and tipping over of trees by

the wind.

Woody peat. An accumulation of organic material that

is predominantly composed of trees, shrubs, and

other woody plants.

173

Tables
174 Soil Survey of

Table 1.--Temperature and Precipitation

(Recorded in the period 1961-90 at Breed, 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----| 24.9 | 1.9 | 13.4 | 46 | -32 | 0 | 1.23 | 0.60| 1.76| 3 | 12.0

 | | | | | | | | | | |

 February---| 29.8 | 4.9 | 17.4 | 51 | -30 | 1 | 1.05 | .31| 1.71| 3 | 9.3

 | | | | | | | | | | |

 March------| 40.6 | 17.2 | 28.9 | 66 | -19 | 20 | 2.06 | .84| 3.24| 5 | 9.7

 | | | | | | | | | | |

 April------| 56.4 | 29.7 | 43.0 | 83 | 6 | 161 | 2.86 | 1.57| 4.11| 6 | 3.3

 | | | | | | | | | | |

 May--------| 69.8 | 39.6 | 54.7 | 89 | 19 | 461 | 3.64 | 1.94| 5.30| 7 | .6

 | | | | | | | | | | |

 June-------| 78.3 | 49.2 | 63.7 | 95 | 29 | 712 | 3.87 | 2.11| 5.40| 7 | .0

 | | | | | | | | | | |

 July-------| 83.2 | 54.5 | 68.8 | 97 | 35 | 894 | 3.35 | 2.28| 4.28| 6 | .0

 | | | | | | | | | | |

 August-----| 80.1 | 52.2 | 66.2 | 95 | 32 | 811 | 3.73 | 2.14| 5.06| 6 | .0

 | | | | | | | | | | |

 September--| 70.9 | 44.3 | 57.6 | 88 | 23 | 529 | 3.91 | 1.98| 5.73| 7 | .0

 | | | | | | | | | | |

 October----| 59.4 | 34.8 | 47.1 | 82 | 14 | 252 | 2.51 | 1.40| 3.60| 5 | .3

 | | | | | | | | | | |

 November---| 42.6 | 24.0 | 33.3 | 66 | -3 | 37 | 2.28 | 1.18| 3.32| 5 | 5.0

 | | | | | | | | | | |

 December---| 28.7 | 9.9 | 19.3 | 51 | -24 | 2 | 1.70 | 1.02| 2.34| 4 | 13.5

 | | | | | | | | | | |

 Yearly: | | | | | | | | | | |

 | | | | | | | | | | |

 Average---| 55.4 | 30.2 | 42.8 | --- | --- | --- | --- | ---| ---| --- | ---

 | | | | | | | | | | |

 Extreme---| 101 | -41 | --- | 98 | -34 | --- | --- | ---| ---| --- | ---

 | | | | | | | | | | |

 Total-----| --- | --- | --- | --- | --- | 3,880 | 32.19 | 26.43| 36.60| 64 | 53.7

 | | | | | | | | | | | _______________________________________________________________________________________________________________

 * 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).
Menominee County, Wisconsin 175

Table 2.--Freeze Dates in Spring and Fall

(Recorded in the period 1961-90 at Breed, Wisconsin)

_____________________________________________________________

 |

 | Temperature

 |__________________________________________

 Probability | | |

 | 24 oF | 28 oF | 32 oF

 | or lower | or lower | or lower _____________________________________________________________

 | | |

 | | |

Last freezing | | |

 temperature | | |

 in spring: | | |

 | | |

 1 year in 10 | | |

 later than-- | May 21 | June 12 | June 23

 | | |

 2 years in 10 | | |

 later than-- | May 15 | June 4 | June 17

 | | |

 5 years in 10 | | |

 later than-- | May 3 | May 20 | June 4

 | | |

First freezing | | |

 temperature | | |

 in fall: | | |

 | | |

 1 year in 10 | | |

 earlier than-- | Sept. 23 | Sept. 12 | Aug. 22

 | | |

 2 years in 10 | | |

 earlier than-- | Sept. 29 | Sept. 17 | Aug. 29

 | | |

 5 years in 10 | | |

 earlier than-- | Oct. 10 | Sept. 27 | Sept. 12

 | | | _____________________________________________________________

Table 3.--Growing Season

(Recorded in the period 1961-90 at Breed,

 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 | 143 | 111 | 88

 | | |

8 years in 10 | 152 | 120 | 98

 | | |

5 years in 10 | 169 | 138 | 117

 | | |

2 years in 10 | 187 | 156 | 135

 | | |

1 year in 10 | 195 | 166 | 145

 | | | __________________________________________________
176 Soil Survey of

Table 4.--Acreage and Proportionate Extent of the Soils

_______________________________________________________________________________________________________

 | | |

 Map | Soil name | Acres |Percent

symbol | | |

 | | | _______________________________________________________________________________________________________

 | | |

AfB |Aftad loam, 0 to 6 percent slopes----------------------------------------| 271 | 0.1

AnB |Annalake fine sandy loam, 0 to 6 percent slopes--------------------------| 215 | *

AtB |Antigo silt loam, 0 to 6 percent slopes----------------------------------| 2,491 | 1.1

AuA |Au Gres loamy sand, 0 to 3 percent slopes--------------------------------| 1,647 | 0.7

CeB |Cress sandy loam, 0 to 6 percent slopes----------------------------------| 1,007 | 0.4

CeC |Cress sandy loam, 6 to 15 percent slopes---------------------------------| 760 | 0.3

CeD |Cress sandy loam, 15 to 35 percent slopes--------------------------------| 907 | 0.4

CmA |Crex fine sand, 0 to 3 percent slopes------------------------------------| 1,148 | 0.5

CrB |Cromwell sandy loam, 0 to 6 percent slopes-------------------------------| 3,461 | 1.5

CrC |Cromwell sandy loam, 6 to 15 percent slopes------------------------------| 3,159 | 1.4

CrD |Cromwell sandy loam, 15 to 35 percent slopes-----------------------------| 2,033 | 0.9

CsA |Croswell loamy sand, 0 to 3 percent slopes-------------------------------| 1,618 | 0.7

FeB |Frechette fine sandy loam, 2 to 6 percent slopes-------------------------| 6,231 | 2.7

FeC |Frechette fine sandy loam, 6 to 15 percent slopes------------------------| 8,750 | 3.7

FeD |Frechette fine sandy loam, 15 to 35 percent slopes-----------------------| 1,938 | 0.8

FrB |Frechette sandy loam, 2 to 6 percent slopes------------------------------| 745 | 0.3

FrC |Frechette sandy loam, 6 to 15 percent slopes-----------------------------| 726 | 0.3

FrD |Frechette sandy loam, 15 to 35 percent slopes----------------------------| 205 | *

GaB |Grayling loamy sand, 0 to 6 percent slopes-------------------------------| 8,104 | 3.5

GaC |Grayling loamy sand, 6 to 15 percent slopes------------------------------| 5,985 | 2.6

GaD |Grayling loamy sand, 15 to 35 percent slopes-----------------------------| 3,374 | 1.4

GyB |Grayling sand, 0 to 6 percent slopes-------------------------------------| 5,508 | 2.4

GyC |Grayling sand, 6 to 15 percent slopes------------------------------------| 1,953 | 0.8

GyD |Grayling sand, 15 to 35 percent slopes-----------------------------------| 392 | 0.2

IgA |Ingalls loamy sand, 0 to 3 percent slopes--------------------------------| 142 | *

IsB |Iosco loamy sand, 0 to 4 percent slopes----------------------------------| 404 | 0.2

IxB |Ishpeming-Rock outcrop complex, 0 to 6 percent slopes--------------------| 143 | *

IxC |Ishpeming-Rock outcrop complex, 6 to 15 percent slopes-------------------| 380 | 0.2

KaB |Karlin sandy loam, 0 to 6 percent slopes---------------------------------| 3,646 | 1.6

KaC |Karlin sandy loam, 6 to 15 percent slopes--------------------------------| 3,135 | 1.3

KaD |Karlin sandy loam, 15 to 35 percent slopes-------------------------------| 3,256 | 1.4

KeC |Kennan fine sandy loam, 6 to 15 percent slopes, very bouldery------------| 2,860 | 1.2

KeD |Kennan fine sandy loam, 15 to 35 percent slopes, very bouldery-----------| 844 | 0.4

KoC |Kennan silt loam, 6 to 15 percent slopes, very bouldery------------------| 7,372 | 3.2

KoD |Kennan silt loam, 15 to 35 percent slopes, very bouldery-----------------| 2,741 | 1.2

KxB |Keshena fine sandy loam, 2 to 6 percent slopes---------------------------| 4,622 | 2.0

LaB |Lablatz sandy loam, 0 to 4 percent slopes--------------------------------| 146 | *

LDF |Landfill-----------------------------------------------------------------| 22 | *

LoA |Loxley peat, 0 to 1 percent slopes---------------------------------------| 1,249 | 0.5

LuA |Lupton, Markey, and Cathro mucks, 0 to 1 percent slopes------------------| 26,145 | 11.2

M-W |Miscellaneous water------------------------------------------------------| 58 | *

MaB |Mahtomedi loamy sand, 0 to 6 percent slopes------------------------------| 766 | 0.3

MaC |Mahtomedi loamy sand, 6 to 15 percent slopes-----------------------------| 437 | 0.2

MaD |Mahtomedi loamy sand, 15 to 35 percent slopes----------------------------| 383 | 0.2

MoC |Menominee loamy fine sand, 6 to 15 percent slopes------------------------| 477 | 0.2

MoD |Menominee loamy fine sand, 15 to 35 percent slopes-----------------------| 70 | *

MqB |Mequithy-Rock outcrop complex, 0 to 6 percent slopes---------------------| 1,111 | 0.5

MqC |Mequithy-Rock outcrop complex, 6 to 15 percent slopes--------------------| 2,053 | 0.9

MuA |Minocqua muck, 0 to 2 percent slopes-------------------------------------| 4,215 | 1.8

MwB |Moodig fine sandy loam, 0 to 4 percent slopes, very bouldery-------------| 129 | *

MxB |Morganlake loamy fine sand, 0 to 6 percent slopes------------------------| 2,091 | 0.9

MzB |Moshawquit loamy sand, 2 to 6 percent slopes-----------------------------| 381 | 0.2

MzC |Moshawquit loamy sand, 6 to 15 percent slopes----------------------------| 206 | *

NeA |Neconish fine sand, 0 to 3 percent slopes--------------------------------| 264 | 0.1

NoB |Neopit fine sandy loam, 2 to 6 percent slopes, very bouldery-------------| 1,827 | 0.8

NpB |Neopit silt loam, 2 to 6 percent slopes, very bouldery-------------------| 4,768 | 2.0

NsA |Noseum fine sandy loam, 0 to 3 percent slopes----------------------------| 1,523 | 0.7

PaB |Padus fine sandy loam, 0 to 6 percent slopes-----------------------------| 18,644 | 8.0

PaC |Padus fine sandy loam, 6 to 15 percent slopes----------------------------| 13,415 | 5.7

PaD |Padus fine sandy loam, 15 to 35 percent slopes---------------------------| 5,232 | 2.2

 | | |

 See footnote at end of table.
Menominee County, Wisconsin 177

Table 4.--Acreage and Proportionate Extent of the Soils--Continued

_______________________________________________________________________________________________________

 | | |

 Map | Soil name | Acres |Percent

symbol | | |

 | | | _______________________________________________________________________________________________________

 | | |

PbB |Padwet fine sandy loam, 0 to 6 percent slopes----------------------------| 2,327 | 1.0

PeB |Pecore loam, 2 to 6 percent slopes---------------------------------------| 251 | 0.1

PeC |Pecore loam, 6 to 15 percent slopes--------------------------------------| 263 | 0.1

PeD |Pecore loam, 15 to 35 percent slopes-------------------------------------| 226 | *

PnB |Pence sandy loam, 0 to 6 percent slopes----------------------------------| 124 | *

PnC |Pence sandy loam, 6 to 15 percent slopes---------------------------------| 313 | 0.1

PnD |Pence sandy loam, 15 to 35 percent slopes--------------------------------| 2,751 | 1.2

PrB |Perote fine sandy loam, 2 to 6 percent slopes----------------------------| 1,550 | 0.7

PrC |Perote fine sandy loam, 6 to 15 percent slopes---------------------------| 1,877 | 0.8

PrD |Perote fine sandy loam, 15 to 35 percent slopes--------------------------| 1,693 | 0.7

PsB |Peshtigo loam, 0 to 4 percent slopes-------------------------------------| 575 | 0.2

Pt |Pits, gravel-------------------------------------------------------------| 45 | *

RaB |Rabe loamy sand, 2 to 6 percent slopes-----------------------------------| 1,222 | 0.5

RaC |Rabe loamy sand, 6 to 15 percent slopes----------------------------------| 1,279 | 0.5

RaD |Rabe loamy sand, 15 to 35 percent slopes---------------------------------| 374 | 0.2

RbA |Robago fine sandy loam, 0 to 3 percent slopes----------------------------| 124 | *

RcA |Roscommon muck, 0 to 2 percent slopes------------------------------------| 1,537 | 0.7

RoB |Rosholt fine sandy loam, 0 to 6 percent slopes---------------------------| 3,542 | 1.5

RoC |Rosholt fine sandy loam, 6 to 15 percent slopes--------------------------| 2,654 | 1.1

RoD |Rosholt fine sandy loam, 15 to 35 percent slopes-------------------------| 1,119 | 0.5

RsB |Rousseau fine sand, 0 to 6 percent slopes--------------------------------| 106 | *

RsC |Rousseau fine sand, 6 to 15 percent slopes-------------------------------| 171 | *

RsD |Rousseau fine sand, 15 to 35 percent slopes------------------------------| 54 | *

ScA |Scott Lake fine sandy loam, 0 to 3 percent slopes------------------------| 192 | *

SfB |Shawano fine sand, 0 to 6 percent slopes---------------------------------| 1,180 | 0.5

SfC |Shawano fine sand, 6 to 15 percent slopes--------------------------------| 1,071 | 0.5

SfD |Shawano fine sand, 15 to 35 percent slopes-------------------------------| 447 | 0.2

SuA |Sunia sandy loam, 0 to 3 percent slopes----------------------------------| 741 | 0.3

TlC |Tilleda sandy loam, 6 to 15 percent slopes-------------------------------| 662 | 0.3

TlD |Tilleda sandy loam, 15 to 35 percent slopes------------------------------| 159 | *

TmA |Tipler fine sandy loam, 0 to 3 percent slopes----------------------------| 5,883 | 2.5

ToB |Tourtillotte loamy sand, 0 to 6 percent slopes---------------------------| 698 | 0.3

ToC |Tourtillotte loamy sand, 6 to 15 percent slopes--------------------------| 178 | *

UdD |Udipsamments, moderately steep or steep (earthen dam)--------------------| 5 | *

VsB |Vilas loamy sand, 0 to 6 percent slopes----------------------------------| 3,440 | 1.5

VsC |Vilas loamy sand, 6 to 15 percent slopes---------------------------------| 2,994 | 1.3

VsD |Vilas loamy sand, 15 to 35 percent slopes--------------------------------| 1,081 | 0.5

W |Water--------------------------------------------------------------------| 5,033 | 2.2

WaA |Wainola loamy fine sand, 0 to 3 percent slopes---------------------------| 390 | 0.2

WkB |Wayka-Rock outcrop complex, 0 to 4 percent slopes------------------------| 708 | 0.3

WrA |Worcester fine sandy loam, 0 to 3 percent slopes-------------------------| 1,813 | 0.8

WtA |Wormet fine sandy loam, 0 to 3 percent slopes----------------------------| 799 | 0.3

WuA |Wurtsmith sand, 0 to 3 percent slopes------------------------------------| 4,228 | 1.8

 | |____________|________

 | Total---------------------------------------------------------------| 233,664 | 100.0

 | | | _______________________________________________________________________________________________________

 * Less than 0.1 percent.
178 Soil Survey of

Table 5.--Forest Land Harvest Equipment Considerations

(See text for a description of the considerations listed in this table)

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 component name | __________________________________________________________________________

 |

AfB: |

 Aftad------------------------| Wetness

 |

AnB: |

 Annalake---------------------| Wetness

 |

AtB: |

 Antigo-----------------------| No major considerations

 |

AuA: |

 Au Gres----------------------| Wetness

 | Poor traction (loose sandy material)

 |

CeB: |

 Cress------------------------| No major considerations

 |

CeC: |

 Cress------------------------| No major considerations

 |

CeD: |

 Cress------------------------| Slope

 |

CmA: |

 Crex-------------------------| Poor traction (loose sandy material)

 |

CrB: |

 Cromwell---------------------| No major considerations

 |

CrC: |

 Cromwell---------------------| No major considerations

 |

CrD: |

 Cromwell---------------------| Slope

 |

CsA: |

 Croswell---------------------| Poor traction (loose sandy material)

 |

FeB: |

 Frechette--------------------| No major considerations

 |

FeC: |

 Frechette--------------------| No major considerations

 |

FeD: |

 Frechette--------------------| Slope

 |

FrB: |

 Frechette--------------------| No major considerations

 |

FrC: |

 Frechette--------------------| No major considerations

 |

FrD: |

 Frechette--------------------| Slope

 |

GaB: |

 Grayling---------------------| Poor traction (loose sandy material)

 |

GaC: |

 Grayling---------------------| Poor traction (loose sandy material)

 |
Menominee County, Wisconsin 179

Table 5.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 component name | __________________________________________________________________________

 |

GaD: |

 Grayling---------------------| Slope

 | Poor traction (loose sandy material)

 |

GyB: |

 Grayling---------------------| Poor traction (loose sandy material)

 |

GyC: |

 Grayling---------------------| Poor traction (loose sandy material)

 |

GyD: |

 Grayling---------------------| Slope

 | Poor traction (loose sandy material)

 |

IgA: |

 Ingalls----------------------| Wetness

 | Poor traction (loose sandy material)

 |

IsB: |

 Iosco------------------------| Wetness

 | Poor traction (loose sandy material)

 |

IxB: |

 Ishpeming--------------------| Areas of rock outcrop

 | Poor traction (loose sandy material)

 |

 Rock outcrop. |

 |

IxC: |

 Ishpeming--------------------| Areas of rock outcrop

 | Poor traction (loose sandy material)

 |

 Rock outcrop. |

 |

KaB: |

 Karlin-----------------------| No major considerations

 |

KaC: |

 Karlin-----------------------| No major considerations

 |

KaD: |

 Karlin-----------------------| Slope

 |

KeC: |

 Kennan-----------------------| No major considerations

 |

KeD: |

 Kennan-----------------------| Slope

 |

KoC: |

 Kennan-----------------------| No major considerations

 |

KoD: |

 Kennan-----------------------| Slope

 |

KxB: |

 Keshena----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

LaB: |

 Lablatz----------------------| Wetness

 |

LoA: |

 Loxley-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |
180 Soil Survey of

Table 5.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 component name | __________________________________________________________________________

 |

LuA: |

 Lupton-----------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

 Markey-----------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

 Cathro-----------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

MaB: |

 Mahtomedi--------------------| Poor traction (loose sandy material)

 |

MaC: |

 Mahtomedi--------------------| Poor traction (loose sandy material)

 |

MaD: |

 Mahtomedi--------------------| Slope

 | Poor traction (loose sandy material)

 |

MoC: |

 Menominee--------------------| Poor traction (loose sandy material)

 |

MoD: |

 Menominee--------------------| Slope

 | Poor traction (loose sandy material)

 |

MqB: |

 Mequithy---------------------| Areas of rock outcrop

 |

 Rock outcrop. |

 |

MqC: |

 Mequithy---------------------| Areas of rock outcrop

 |

 Rock outcrop. |

 |

MuA: |

 Minocqua---------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

MwB: |

 Moodig-----------------------| Wetness

 |

MxB: |

 Morganlake-------------------| Wetness

 | Poor traction (loose sandy material)

 |

MzB: |

 Moshawquit-------------------| Poor traction (loose sandy material)

 |

MzC: |

 Moshawquit-------------------| Poor traction (loose sandy material)

 |

NeA: |

 Neconish---------------------| Poor traction (loose sandy material)

 |

NoB: |

 Neopit-----------------------| Wetness

 |
Menominee County, Wisconsin 181

Table 5.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 component name | __________________________________________________________________________

 |

NpB: |

 Neopit-----------------------| Wetness

 |

NsA: |

 Noseum-----------------------| No major considerations

 |

PaB: |

 Padus------------------------| No major considerations

 |

PaC: |

 Padus------------------------| No major considerations

 |

PaD: |

 Padus------------------------| Slope

 |

PbB: |

 Padwet-----------------------| Wetness

 |

PeB: |

 Pecore-----------------------| Susceptible to rutting and wheel slippage

 |

PeC: |

 Pecore-----------------------| Susceptible to rutting and wheel slippage

 |

PeD: |

 Pecore-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

PnB: |

 Pence------------------------| No major considerations

 |

PnC: |

 Pence------------------------| No major considerations

 |

PnD: |

 Pence------------------------| Slope

 |

PrB: |

 Perote-----------------------| No major considerations

 |

PrC: |

 Perote-----------------------| No major considerations

 |

PrD: |

 Perote-----------------------| Slope

 |

PsB: |

 Peshtigo---------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

RaB: |

 Rabe-------------------------| Poor traction (loose sandy material)

 |

RaC: |

 Rabe-------------------------| Poor traction (loose sandy material)

 |

RaD: |

 Rabe-------------------------| Slope

 | Poor traction (loose sandy material)

 |

RbA: |

 Robago-----------------------| Wetness

 |
182 Soil Survey of

Table 5.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 component name | __________________________________________________________________________

 |

RcA: |

 Roscommon--------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 | Poor traction (loose sandy material)

 |

RoB: |

 Rosholt----------------------| No major considerations

 |

RoC: |

 Rosholt----------------------| No major considerations

 |

RoD: |

 Rosholt----------------------| Slope

 |

RsB: |

 Rousseau---------------------| Poor traction (loose sandy material)

 |

RsC: |

 Rousseau---------------------| Poor traction (loose sandy material)

 |

RsD: |

 Rousseau---------------------| Slope

 | Poor traction (loose sandy material)

 |

ScA: |

 Scott Lake-------------------| No major considerations

 |

SfB: |

 Shawano----------------------| Poor traction (loose sandy material)

 |

SfC: |

 Shawano----------------------| Poor traction (loose sandy material)

 |

SfD: |

 Shawano----------------------| Slope

 | Poor traction (loose sandy material)

 |

SuA: |

 Sunia------------------------| Poor traction (loose sandy material)

 |

TlC: |

 Tilleda----------------------| Susceptible to rutting and wheel slippage

 |

TlD: |

 Tilleda----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

TmA: |

 Tipler-----------------------| No major considerations

 |

ToB: |

 Tourtillotte-----------------| Wetness

 | Poor traction (loose sandy material)

 |

ToC: |

 Tourtillotte-----------------| Wetness

 | Poor traction (loose sandy material)

 |

UdD: |

 Udipsamments (earthen dam)---| Slope

 | Poor traction (loose sandy material)

 |
Menominee County, Wisconsin 183

Table 5.--Forest Land Harvest Equipment Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest land harvest equipment

 and | considerations

 component name | __________________________________________________________________________

 |

VsB: |

 Vilas------------------------| Poor traction (loose sandy material)

 |

VsC: |

 Vilas------------------------| Poor traction (loose sandy material)

 |

VsD: |

 Vilas------------------------| Slope

 | Poor traction (loose sandy material)

 |

WaA: |

 Wainola----------------------| Wetness

 | Poor traction (loose sandy material)

 |

WkB: |

 Wayka------------------------| Wetness

 | Areas of rock outcrop

 |

 Rock outcrop. |

 |

WrA: |

 Worcester--------------------| Wetness

 |

WtA: |

 Wormet-----------------------| Wetness

 |

WuA: |

 Wurtsmith--------------------| Poor traction (loose sandy material)

 | __________________________________________________________________________
184 Soil Survey of

Table 6.--Forest Haul Road Considerations

(See text for a description of the considerations listed in this table)

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 component name | __________________________________________________________________________

 |

AfB: |

 Aftad------------------------| Wetness

 |

AnB: |

 Annalake---------------------| Wetness

 |

AtB: |

 Antigo-----------------------| No major considerations

 |

AuA: |

 Au Gres----------------------| Wetness

 |

CeB: |

 Cress------------------------| No major considerations

 |

CeC: |

 Cress------------------------| Slope

 |

CeD: |

 Cress------------------------| Slope

 |

CmA: |

 Crex-------------------------| No major considerations

 |

CrB: |

 Cromwell---------------------| No major considerations

 |

CrC: |

 Cromwell---------------------| Slope

 |

CrD: |

 Cromwell---------------------| Slope

 |

CsA: |

 Croswell---------------------| No major considerations

 |

FeB: |

 Frechette--------------------| No major considerations

 |

FeC: |

 Frechette--------------------| Slope

 |

FeD: |

 Frechette--------------------| Slope

 |

FrB: |

 Frechette--------------------| No major considerations

 |

FrC: |

 Frechette--------------------| Slope

 |

FrD: |

 Frechette--------------------| Slope

 |

GaB: |

 Grayling---------------------| No major considerations

 |

GaC: |

 Grayling---------------------| Slope

 |

GaD: |

 Grayling---------------------| Slope

 |
Menominee County, Wisconsin 185

Table 6.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 component name | __________________________________________________________________________

 |

GyB: |

 Grayling---------------------| No major considerations

 |

GyC: |

 Grayling---------------------| Slope

 |

GyD: |

 Grayling---------------------| Slope

 |

IgA: |

 Ingalls----------------------| Wetness

 |

IsB: |

 Iosco------------------------| Wetness

 |

IxB: |

 Ishpeming--------------------| Areas of rock outcrop

 |

 Rock outcrop. |

 |

IxC: |

 Ishpeming--------------------| Slope

 | Areas of rock outcrop

 |

 Rock outcrop. |

 |

KaB: |

 Karlin-----------------------| No major considerations

 |

KaC: |

 Karlin-----------------------| Slope

 |

KaD: |

 Karlin-----------------------| Slope

 |

KeC: |

 Kennan-----------------------| Slope

 |

KeD: |

 Kennan-----------------------| Slope

 |

KoC: |

 Kennan-----------------------| Slope

 |

KoD: |

 Kennan-----------------------| Slope

 |

KxB: |

 Keshena----------------------| Wetness

 | Low bearing strength

 |

LaB: |

 Lablatz----------------------| Wetness

 |

LoA: |

 Loxley-----------------------| Wetness

 | Low bearing strength

 |

LuA: |

 Lupton-----------------------| Flooding

 | Wetness

 | Low bearing strength

 |
186 Soil Survey of

Table 6.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 component name | __________________________________________________________________________

 |

LuA: |

 Markey-----------------------| Flooding

 | Wetness

 | Low bearing strength

 |

 Cathro-----------------------| Flooding

 | Wetness

 | Low bearing strength

 |

MaB: |

 Mahtomedi--------------------| No major considerations

 |

MaC: |

 Mahtomedi--------------------| Slope

 |

MaD: |

 Mahtomedi--------------------| Slope

 |

MoC: |

 Menominee--------------------| Slope

 |

MoD: |

 Menominee--------------------| Slope

 |

MqB: |

 Mequithy---------------------| Areas of rock outcrop

 |

 Rock outcrop. |

 |

MqC: |

 Mequithy---------------------| Slope

 | Areas of rock outcrop

 |

 Rock outcrop. |

 |

MuA: |

 Minocqua---------------------| Flooding

 | Wetness

 | Low bearing strength

 |

MwB: |

 Moodig-----------------------| Wetness

 |

MxB: |

 Morganlake-------------------| Wetness

 |

MzB: |

 Moshawquit-------------------| No major considerations

 |

MzC: |

 Moshawquit-------------------| Slope

 |

NeA: |

 Neconish---------------------| No major considerations

 |

NoB: |

 Neopit-----------------------| Wetness

 |

NpB: |

 Neopit-----------------------| Wetness

 |

NsA: |

 Noseum-----------------------| No major considerations

 |
Menominee County, Wisconsin 187

Table 6.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 component name | __________________________________________________________________________

 |

PaB: |

 Padus------------------------| No major considerations

 |

PaC: |

 Padus------------------------| Slope

 |

PaD: |

 Padus------------------------| Slope

 |

PbB: |

 Padwet-----------------------| Wetness

 |

PeB: |

 Pecore-----------------------| Low bearing strength

 |

PeC: |

 Pecore-----------------------| Slope

 | Low bearing strength

 |

PeD: |

 Pecore-----------------------| Slope

 | Low bearing strength

 |

PnB: |

 Pence------------------------| No major considerations

 |

PnC: |

 Pence------------------------| Slope

 |

PnD: |

 Pence------------------------| Slope

 |

PrB: |

 Perote-----------------------| No major considerations

 |

PrC: |

 Perote-----------------------| Slope

 |

PrD: |

 Perote-----------------------| Slope

 |

PsB: |

 Peshtigo---------------------| Wetness

 | Low bearing strength

 |

RaB: |

 Rabe-------------------------| No major considerations

 |

RaC: |

 Rabe-------------------------| Slope

 |

RaD: |

 Rabe-------------------------| Slope

 |

RbA: |

 Robago-----------------------| Wetness

 |

RcA: |

 Roscommon--------------------| Flooding

 | Wetness

 | Low bearing strength

 |

RoB: |

 Rosholt----------------------| No major considerations

 |
188 Soil Survey of

Table 6.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 component name | __________________________________________________________________________

 |

RoC: |

 Rosholt----------------------| Slope

 |

RoD: |

 Rosholt----------------------| Slope

 |

RsB: |

 Rousseau---------------------| No major considerations

 |

RsC: |

 Rousseau---------------------| Slope

 |

RsD: |

 Rousseau---------------------| Slope

 |

ScA: |

 Scott Lake-------------------| No major considerations

 |

SfB: |

 Shawano----------------------| No major considerations

 |

SfC: |

 Shawano----------------------| Slope

 |

SfD: |

 Shawano----------------------| Slope

 |

SuA: |

 Sunia------------------------| No major considerations

 |

TlC: |

 Tilleda----------------------| Slope

 | Low bearing strength

 |

TlD: |

 Tilleda----------------------| Slope

 | Low bearing strength

 |

TmA: |

 Tipler-----------------------| No major considerations

 |

ToB: |

 Tourtillotte-----------------| Wetness

 |

ToC: |

 Tourtillotte-----------------| Slope

 | Wetness

 |

UdD: |

 Udipsamments (earthen dam)---| Slope

 |

VsB: |

 Vilas------------------------| No major considerations

 |

VsC: |

 Vilas------------------------| Slope

 |

VsD: |

 Vilas------------------------| Slope

 |

WaA: |

 Wainola----------------------| Wetness

 |
Menominee County, Wisconsin 189

Table 6.--Forest Haul Road Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest haul road

 and | considerations

 component name | __________________________________________________________________________

 |

WkB: |

 Wayka------------------------| Wetness

 | Areas of rock outcrop

 |

 Rock outcrop. |

 |

WrA: |

 Worcester--------------------| Wetness

 |

WtA: |

 Wormet-----------------------| Wetness

 |

WuA: |

 Wurtsmith--------------------| No major considerations

 | __________________________________________________________________________
190 Soil Survey of

Table 7.--Forest Log Landing Considerations

(See text for a description of the considerations listed in this table)

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 component name | __________________________________________________________________________

 |

AfB: |

 Aftad------------------------| Wetness

 |

AnB: |

 Annalake---------------------| Wetness

 |

AtB: |

 Antigo-----------------------| No major considerations

 |

AuA: |

 Au Gres----------------------| Wetness

 |

CeB: |

 Cress------------------------| No major considerations

 |

CeC: |

 Cress------------------------| Slope

 |

CeD: |

 Cress------------------------| Slope

 |

CmA: |

 Crex-------------------------| No major considerations

 |

CrB: |

 Cromwell---------------------| No major considerations

 |

CrC: |

 Cromwell---------------------| Slope

 |

CrD: |

 Cromwell---------------------| Slope

 |

CsA: |

 Croswell---------------------| No major considerations

 |

FeB: |

 Frechette--------------------| No major considerations

 |

FeC: |

 Frechette--------------------| Slope

 |

FeD: |

 Frechette--------------------| Slope

 |

FrB: |

 Frechette--------------------| No major considerations

 |

FrC: |

 Frechette--------------------| Slope

 |

FrD: |

 Frechette--------------------| Slope

 |

GaB: |

 Grayling---------------------| No major considerations

 |

GaC: |

 Grayling---------------------| Slope

 |

GaD: |

 Grayling---------------------| Slope

 |
Menominee County, Wisconsin 191

Table 7.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 component name | __________________________________________________________________________

 |

GyB: |

 Grayling---------------------| No major considerations

 |

GyC: |

 Grayling---------------------| Slope

 |

GyD: |

 Grayling---------------------| Slope

 |

IgA: |

 Ingalls----------------------| Wetness

 |

IsB: |

 Iosco------------------------| Wetness

 |

IxB: |

 Ishpeming--------------------| Areas of rock outcrop

 |

 Rock outcrop. |

 |

IxC: |

 Ishpeming--------------------| Slope

 | Areas of rock outcrop

 |

 Rock outcrop. |

 |

KaB: |

 Karlin-----------------------| No major considerations

 |

KaC: |

 Karlin-----------------------| Slope

 |

KaD: |

 Karlin-----------------------| Slope

 |

KeC: |

 Kennan-----------------------| Slope

 |

KeD: |

 Kennan-----------------------| Slope

 |

KoC: |

 Kennan-----------------------| Slope

 |

KoD: |

 Kennan-----------------------| Slope

 |

KxB: |

 Keshena----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

LaB: |

 Lablatz----------------------| Wetness

 |

LoA: |

 Loxley-----------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

LuA: |

 Lupton-----------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |
192 Soil Survey of

Table 7.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 component name | __________________________________________________________________________

 |

LuA: |

 Markey-----------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

 Cathro-----------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

MaB: |

 Mahtomedi--------------------| No major considerations

 |

MaC: |

 Mahtomedi--------------------| Slope

 |

MaD: |

 Mahtomedi--------------------| Slope

 |

MoC: |

 Menominee--------------------| Slope

 |

MoD: |

 Menominee--------------------| Slope

 |

MqB: |

 Mequithy---------------------| Areas of rock outcrop

 |

 Rock outcrop. |

 |

MqC: |

 Mequithy---------------------| Slope

 | Areas of rock outcrop

 |

 Rock outcrop. |

 |

MuA: |

 Minocqua---------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

MwB: |

 Moodig-----------------------| Wetness

 |

MxB: |

 Morganlake-------------------| Wetness

 |

MzB: |

 Moshawquit-------------------| No major considerations

 |

MzC: |

 Moshawquit-------------------| Slope

 |

NeA: |

 Neconish---------------------| No major considerations

 |

NoB: |

 Neopit-----------------------| Wetness

 |

NpB: |

 Neopit-----------------------| Wetness

 |

NsA: |

 Noseum-----------------------| No major considerations

 |
Menominee County, Wisconsin 193

Table 7.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 component name | __________________________________________________________________________

 |

PaB: |

 Padus------------------------| No major considerations

 |

PaC: |

 Padus------------------------| Slope

 |

PaD: |

 Padus------------------------| Slope

 |

PbB: |

 Padwet-----------------------| Wetness

 |

PeB: |

 Pecore-----------------------| Susceptible to rutting and wheel slippage

 |

PeC: |

 Pecore-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

PeD: |

 Pecore-----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

PnB: |

 Pence------------------------| No major considerations

 |

PnC: |

 Pence------------------------| Slope

 |

PnD: |

 Pence------------------------| Slope

 |

PrB: |

 Perote-----------------------| No major considerations

 |

PrC: |

 Perote-----------------------| Slope

 |

PrD: |

 Perote-----------------------| Slope

 |

PsB: |

 Peshtigo---------------------| Wetness

 | Susceptible to rutting and wheel slippage

 |

RaB: |

 Rabe-------------------------| No major considerations

 |

RaC: |

 Rabe-------------------------| Slope

 |

RaD: |

 Rabe-------------------------| Slope

 |

RbA: |

 Robago-----------------------| Wetness

 |

RcA: |

 Roscommon--------------------| Flooding

 | Wetness

 | Susceptible to rutting and wheel slippage

 |

RoB: |

 Rosholt----------------------| No major considerations

 |
194 Soil Survey of

Table 7.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 component name | __________________________________________________________________________

 |

RoC: |

 Rosholt----------------------| Slope

 |

RoD: |

 Rosholt----------------------| Slope

 |

RsB: |

 Rousseau---------------------| No major considerations

 |

RsC: |

 Rousseau---------------------| Slope

 |

RsD: |

 Rousseau---------------------| Slope

 |

ScA: |

 Scott Lake-------------------| No major considerations

 |

SfB: |

 Shawano----------------------| No major considerations

 |

SfC: |

 Shawano----------------------| Slope

 |

SfD: |

 Shawano----------------------| Slope

 |

SuA: |

 Sunia------------------------| No major considerations

 |

TlC: |

 Tilleda----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

TlD: |

 Tilleda----------------------| Slope

 | Susceptible to rutting and wheel slippage

 |

TmA: |

 Tipler-----------------------| No major considerations

 |

ToB: |

 Tourtillotte-----------------| Wetness

 |

ToC: |

 Tourtillotte-----------------| Slope

 | Wetness

 |

UdD: |

 Udipsamments (earthen dam)---| Slope

 |

VsB: |

 Vilas------------------------| No major considerations

 |

VsC: |

 Vilas------------------------| Slope

 |

VsD: |

 Vilas------------------------| Slope

 |

WaA: |

 Wainola----------------------| Wetness

 |
Menominee County, Wisconsin 195

Table 7.--Forest Log Landing Considerations--Continued

__________________________________________________________________________

 Map symbol | Forest log landing

 and | considerations

 component name | __________________________________________________________________________

 |

WkB: |

 Wayka------------------------| Wetness

 | Areas of rock outcrop

 |

 Rock outcrop. |

 |

WrA: |

 Worcester--------------------| Wetness

 |

WtA: |

 Wormet-----------------------| Wetness

 |

WuA: |

 Wurtsmith--------------------| No major considerations

 | __________________________________________________________________________
196 Soil Survey of

Table 8.--Forest Land Site Preparation and Planting Considerations

(See text for a description of the considerations listed in this table)

_____________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 component name | _____________________________________________________________________________

 |

AfB: |

 Aftad------------------------| Wetness

 |

AnB: |

 Annalake---------------------| Wetness

 |

AtB: |

 Antigo-----------------------| No major considerations

 |

AuA: |

 Au Gres----------------------| Wetness

 |

CeB: |

 Cress------------------------| No major considerations

 |

CeC: |

 Cress------------------------| Water erosion

 |

CeD: |

 Cress------------------------| Slope

 | Water erosion

 |

CmA: |

 Crex-------------------------| No major considerations

 |

CrB: |

 Cromwell---------------------| No major considerations

 |

CrC: |

 Cromwell---------------------| Water erosion

 |

CrD: |

 Cromwell---------------------| Slope

 | Water erosion

 |

CsA: |

 Croswell---------------------| No major considerations

 |

FeB: |

 Frechette--------------------| No major considerations

 |

FeC: |

 Frechette--------------------| Water erosion

 |

FeD: |

 Frechette--------------------| Slope

 | Water erosion

 |

FrB: |

 Frechette--------------------| No major considerations

 |

FrC: |

 Frechette--------------------| Water erosion

 |

FrD: |

 Frechette--------------------| Slope

 | Water erosion

 |

GaB: |

 Grayling---------------------| No major considerations

 |
Menominee County, Wisconsin 197

Table 8.--Forest Land Site Preparation and Planting Considerations--Continued

_____________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 component name | _____________________________________________________________________________

 |

GaC: |

 Grayling---------------------| Water erosion

 |

GaD: |

 Grayling---------------------| Slope

 | Water erosion

 |

GyB: |

 Grayling---------------------| No major considerations

 |

GyC: |

 Grayling---------------------| Water erosion

 |

GyD: |

 Grayling---------------------| Slope

 | Water erosion

 |

IgA: |

 Ingalls----------------------| Wetness

 |

IsB: |

 Iosco------------------------| Wetness

 |

IxB: |

 Ishpeming--------------------| Areas of rock outcrop

 |

 Rock outcrop. |

 |

IxC: |

 Ishpeming--------------------| Areas of rock outcrop

 | Water erosion

 |

 Rock outcrop. |

 |

KaB: |

 Karlin-----------------------| No major considerations

 |

KaC: |

 Karlin-----------------------| Water erosion

 |

KaD: |

 Karlin-----------------------| Slope

 | Water erosion

 |

KeC: |

 Kennan-----------------------| Water erosion

 |

KeD: |

 Kennan-----------------------| Slope

 | Water erosion

 |

KoC: |

 Kennan-----------------------| Water erosion

 |

KoD: |

 Kennan-----------------------| Slope

 | Water erosion

 |

KxB: |

 Keshena----------------------| Wetness

 |

LaB: |

 Lablatz----------------------| Wetness

 |
198 Soil Survey of

Table 8.--Forest Land Site Preparation and Planting Considerations--Continued

_____________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 component name | _____________________________________________________________________________

 |

LoA: |

 Loxley-----------------------| Wetness

 |

LuA: |

 Lupton-----------------------| Flooding

 | Wetness

 |

 Markey-----------------------| Flooding

 | Wetness

 |

 Cathro-----------------------| Flooding

 | Wetness

 |

MaB: |

 Mahtomedi--------------------| No major considerations

 |

MaC: |

 Mahtomedi--------------------| Water erosion

 |

MaD: |

 Mahtomedi--------------------| Slope

 | Water erosion

 |

MoC: |

 Menominee--------------------| Water erosion

 |

MoD: |

 Menominee--------------------| Slope

 | Water erosion

 |

MqB: |

 Mequithy---------------------| Areas of rock outcrop

 |

 Rock outcrop. |

 |

MqC: |

 Mequithy---------------------| Areas of rock outcrop

 | Water erosion

 |

 Rock outcrop. |

 |

MuA: |

 Minocqua---------------------| Flooding

 | Wetness

 |

MwB: |

 Moodig-----------------------| Wetness

 |

MxB: |

 Morganlake-------------------| Wetness

 |

MzB: |

 Moshawquit-------------------| No major considerations

 |

MzC: |

 Moshawquit-------------------| Water erosion

 |

NeA: |

 Neconish---------------------| No major considerations

 |

NoB: |

 Neopit-----------------------| Wetness

 |
Menominee County, Wisconsin 199

Table 8.--Forest Land Site Preparation and Planting Considerations--Continued

_____________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 component name | _____________________________________________________________________________

 |

NpB: |

 Neopit-----------------------| Wetness

 |

NsA: |

 Noseum-----------------------| No major considerations

 |

PaB: |

 Padus------------------------| No major considerations

 |

PaC: |

 Padus------------------------| Water erosion

 |

PaD: |

 Padus------------------------| Slope

 | Water erosion

 |

PbB: |

 Padwet-----------------------| Wetness

 |

PeB: |

 Pecore-----------------------| No major considerations

 |

PeC: |

 Pecore-----------------------| Water erosion

 |

PeD: |

 Pecore-----------------------| Slope

 | Water erosion

 |

PnB: |

 Pence------------------------| No major considerations

 |

PnC: |

 Pence------------------------| Water erosion

 |

PnD: |

 Pence------------------------| Slope

 | Water erosion

 |

PrB: |

 Perote-----------------------| No major considerations

 |

PrC: |

 Perote-----------------------| Water erosion

 |

PrD: |

 Perote-----------------------| Slope

 | Water erosion

 |

PsB: |

 Peshtigo---------------------| Wetness

 |

RaB: |

 Rabe-------------------------| No major considerations

 |

RaC: |

 Rabe-------------------------| Water erosion

 |

RaD: |

 Rabe-------------------------| Slope

 | Water erosion

 |

RbA: |

 Robago-----------------------| Wetness

 |
200 Soil Survey of

Table 8.--Forest Land Site Preparation and Planting Considerations--Continued

_____________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 component name | _____________________________________________________________________________

 |

RcA: |

 Roscommon--------------------| Flooding

 | Wetness

 |

RoB: |

 Rosholt----------------------| No major considerations

 |

RoC: |

 Rosholt----------------------| Water erosion

 |

RoD: |

 Rosholt----------------------| Slope

 | Water erosion

 |

RsB: |

 Rousseau---------------------| No major considerations

 |

RsC: |

 Rousseau---------------------| Water erosion

 |

RsD: |

 Rousseau---------------------| Slope

 | Water erosion

 |

ScA: |

 Scott Lake-------------------| No major considerations

 |

SfB: |

 Shawano----------------------| No major considerations

 |

SfC: |

 Shawano----------------------| Water erosion

 |

SfD: |

 Shawano----------------------| Slope

 | Water erosion

 |

SuA: |

 Sunia------------------------| No major considerations

 |

TlC: |

 Tilleda----------------------| Water erosion

 |

TlD: |

 Tilleda----------------------| Slope

 | Water erosion

 |

TmA: |

 Tipler-----------------------| No major considerations

 |

ToB: |

 Tourtillotte-----------------| Wetness

 |

ToC: |

 Tourtillotte-----------------| Wetness

 | Water erosion

 |

UdD: |

 Udipsamments (earthen dam)---| Slope

 | Water erosion

 |

VsB: |

 Vilas------------------------| No major considerations

 |
Menominee County, Wisconsin 201

Table 8.--Forest Land Site Preparation and Planting Considerations--Continued

_____________________________________________________________________________

 Map symbol | Forest land site preparation and planting

 and | considerations

 component name | _____________________________________________________________________________

 |

VsC: |

 Vilas------------------------| Water erosion

 |

VsD: |

 Vilas------------------------| Slope

 | Water erosion

 |

WaA: |

 Wainola----------------------| Wetness

 |

WkB: |

 Wayka------------------------| Wetness

 | Areas of rock outcrop

 |

 Rock outcrop. |

 |

WrA: |

 Worcester--------------------| Wetness

 |

WtA: |

 Wormet-----------------------| Wetness

 |

WuA: |

 Wurtsmith--------------------| No major considerations

 | _____________________________________________________________________________
202 Soil Survey of

Table 9.--Forest Land Productivity

(See text for definitions of terms used in this table)

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 component name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

AfB: | | | |

 Aftad-------------------|Sugar maple---------| 60 | 43 |Eastern white pine,

 |Red maple-----------| --- | --- | red pine, white

 |Paper birch---------| --- | --- | spruce

 |White ash-----------| --- | --- |

 |Northern red oak----| --- | --- |

 |American basswood---| --- | --- |

 |American hornbeam---| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 | | | |

AnB: | | | |

 Annalake----------------|Sugar maple---------| 61 | 43 |Eastern white pine,

 |Black cherry--------| --- | --- | red pine, white

 |Eastern hophornbeam-| --- | --- | spruce

 |Yellow birch--------| --- | --- |

 |White ash-----------| --- | --- |

 |American basswood---| --- | --- |

 |Eastern hemlock-----| --- | --- |

 | | | |

AtB: | | | |

 Antigo------------------|Sugar maple---------| 66 | 43 |Eastern white pine,

 |Yellow birch--------| 71 | 43 | red pine, white

 |White ash-----------| 74 | 72 | spruce

 |American basswood---| 69 | 57 |

 |Eastern hemlock-----| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |Black cherry--------| --- | --- |

 | | | |

AuA: | | | |

 Au Gres-----------------|Red pine------------| 57 | --- |Eastern white pine,

 |Red maple-----------| 65 | 43 | red maple, red

 |Quaking aspen-------| 70 | 86 | pine, white spruce

 |Balsam fir----------| --- | --- |

 |Yellow birch--------| --- | --- |

 |Paper birch---------| --- | --- |

 |Eastern hemlock-----| --- | --- |

 |Eastern white pine--| --- | --- |

 | | | |

CeB: | | | |

 Cress-------------------|Northern red oak----| 66 | 57 |Eastern white pine,

 |Sugar maple---------| 60 | 43 | jack pine, red

 |Paper birch---------| 68 | 72 | pine

 |Quaking aspen-------| 78 | 86 |

 |American basswood---| 72 | 72 |

 |Eastern white pine--| 55 | 100 |

 |Red maple-----------| --- | --- |

 |White oak-----------| --- | --- |

 |Northern pin oak----| --- | --- |

 |American beech------| --- | --- |

 |White ash-----------| --- | --- |

 | | | |
Menominee County, Wisconsin 203

Table 9.--Forest Land Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 component name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

CeC: | | | |

 Cress-------------------|Northern red oak----| 66 | 57 |Eastern white pine,

 |Sugar maple---------| 60 | 43 | jack pine, red

 |Paper birch---------| 68 | 72 | pine

 |Quaking aspen-------| 78 | 86 |

 |American basswood---| 72 | 72 |

 |Eastern white pine--| 55 | 100 |

 |Red maple-----------| --- | --- |

 |White oak-----------| --- | --- |

 |Northern pin oak----| --- | --- |

 |American beech------| --- | --- |

 |White ash-----------| --- | --- |

 | | | |

CeD: | | | |

 Cress-------------------|Northern red oak----| 66 | 57 |Eastern white pine,

 |Sugar maple---------| 60 | 43 | jack pine, red

 |Paper birch---------| 68 | 72 | pine

 |Quaking aspen-------| 78 | 86 |

 |American basswood---| 72 | 72 |

 |Eastern white pine--| 55 | 100 |

 |Red maple-----------| --- | --- |

 |White oak-----------| --- | --- |

 |Northern pin oak----| --- | --- |

 |American beech------| --- | --- |

 |White ash-----------| --- | --- |

 | | | |

CmA: | | | |

 Crex--------------------|Red pine------------| 55 | --- |Eastern white pine,

 |Quaking aspen-------| 76 | 86 | jack pine, red

 |Northern pin oak----| 48 | 29 | pine

 |Jack pine-----------| 56 | 86 |

 |Paper birch---------| --- | --- |

 |Eastern white pine--| --- | --- |

 |Red maple-----------| --- | --- |

 | | | |

CrB: | | | |

 Cromwell----------------|Northern red oak----| 68 | 57 |Eastern white pine,

 |Sugar maple---------| 60 | 43 | jack pine, red

 |Paper birch---------| 68 | 72 | pine

 |Quaking aspen-------| 78 | 86 |

 |American basswood---| 72 | 72 |

 |Eastern white pine--| 55 | 100 |

 |Red maple-----------| --- | --- |

 |White oak-----------| --- | --- |

 |Northern pin oak----| --- | --- |

 |American beech------| --- | --- |

 |White ash-----------| --- | --- |

 | | | |

CrC: | | | |

 Cromwell----------------|Northern red oak----| 68 | 57 |Eastern white pine,

 |Sugar maple---------| 60 | 43 | jack pine, red

 |Paper birch---------| 68 | 72 | pine

 |Quaking aspen-------| 78 | 86 |

 |American basswood---| 72 | 72 |

 |Eastern white pine--| 55 | 100 |

 |White oak-----------| --- | --- |

 |Northern pin oak----| --- | --- |

 |American beech------| --- | --- |

 |White ash-----------| --- | --- |

 | | | |
204 Soil Survey of

Table 9.--Forest Land Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 component name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

CrD: | | | |

 Cromwell----------------|Northern red oak----| 68 | 57 |Eastern white pine,

 |Sugar maple---------| 60 | 43 | jack pine, red

 |Paper birch---------| 68 | 72 | pine

 |Quaking aspen-------| 78 | 86 |

 |American basswood---| 72 | 72 |

 |Eastern white pine--| 55 | 100 |

 |White oak-----------| --- | --- |

 |Northern pin oak----| --- | --- |

 |American beech------| --- | --- |

 |White ash-----------| --- | --- |

 | | | |

CsA: | | | |

 Croswell----------------|Red pine------------| 57 | 86 |Eastern white pine,

 |Quaking aspen-------| 68 | 72 | jack pine, red

 |Red maple-----------| --- | --- | pine

 |Balsam fir----------| --- | --- |

 |Eastern hemlock-----| --- | --- |

 |Yellow birch--------| --- | --- |

 |Northern red oak----| --- | --- |

 |Eastern white pine--| --- | --- |

 | | | |

FeB: | | | |

 Frechette---------------|Sugar maple---------| 70 | 43 |Eastern white pine,

 |Red maple-----------| --- | --- | red pine, white

 |Northern red oak----| --- | --- | spruce

 |American basswood---| --- | --- |

 |White ash-----------| --- | --- |

 |American beech------| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |Eastern white pine--| --- | --- |

 |Paper birch---------| --- | --- |

 |Red pine------------| --- | --- |

 | | | |

FeC: | | | |

 Frechette---------------|Sugar maple---------| 70 | 43 |Eastern white pine,

 |Red maple-----------| --- | --- | red pine, white

 |Northern red oak----| --- | --- | spruce

 |American basswood---| --- | --- |

 |White ash-----------| --- | --- |

 |American beech------| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |Eastern white pine--| --- | --- |

 |Paper birch---------| --- | --- |

 |Red pine------------| --- | --- |

 | | | |

FeD: | | | |

 Frechette---------------|Sugar maple---------| 70 | 43 |Eastern white pine,

 |Red maple-----------| --- | --- | red pine, white

 |Northern red oak----| --- | --- | spruce

 |American basswood---| --- | --- |

 |White ash-----------| --- | --- |

 |American beech------| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |Eastern white pine--| --- | --- |

 |Paper birch---------| --- | --- |

 |Red pine------------| --- | --- |

 | | | |
Menominee County, Wisconsin 205

Table 9.--Forest Land Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 component name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

FrB: | | | |

 Frechette---------------|Sugar maple---------| 70 | 43 |Eastern white pine,

 |Red maple-----------| --- | --- | red pine, white

 |Northern red oak----| --- | --- | spruce

 |American basswood---| --- | --- |

 |White ash-----------| --- | --- |

 |American beech------| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |Eastern white pine--| --- | --- |

 |Paper birch---------| --- | --- |

 |Red pine------------| --- | --- |

 | | | |

FrC: | | | |

 Frechette---------------|Sugar maple---------| 70 | 43 |Eastern white pine,

 |Red maple-----------| --- | --- | red pine, white

 |Northern red oak----| --- | --- | spruce

 |American basswood---| --- | --- |

 |White ash-----------| --- | --- |

 |American beech------| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |Eastern white pine--| --- | --- |

 |Paper birch---------| --- | --- |

 |Red pine------------| --- | --- |

 | | | |

FrD: | | | |

 Frechette---------------|Sugar maple---------| 70 | 43 |Eastern white pine,

 |Red maple-----------| --- | --- | red pine, white

 |Northern red oak----| --- | --- | spruce

 |American basswood---| --- | --- |

 |White ash-----------| --- | --- |

 |American beech------| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |Eastern white pine--| --- | --- |

 |Paper birch---------| --- | --- |

 |Red pine------------| --- | --- |

 | | | |

GaB: | | | |

 Grayling----------------|Jack pine-----------| 48 | 57 |Jack pine, red pine

 |Northern red oak----| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| --- | --- |

 |Red pine------------| --- | --- |

 | | | |

GaC: | | | |

 Grayling----------------|Jack pine-----------| 48 | 57 |Jack pine, red pine

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| --- | --- |

 |Red pine------------| --- | --- |

 | | | |

GaD: | | | |

 Grayling----------------|Jack pine-----------| 48 | 57 |Jack pine, red pine

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| --- | --- |

 |Red pine------------| --- | --- |

 | | | |

GyB: | | | |

 Grayling----------------|Eastern white pine--| 61 | --- |Jack pine, red pine

 |Jack pine-----------| 58 | 57 |

 |Northern pin oak----| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| --- | --- |

 |Red pine------------| 53 | --- |

 | | | |
206 Soil Survey of

Table 9.--Forest Land Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 component name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

GyC: | | | |

 Grayling----------------|Jack pine-----------| 48 | 57 |Jack pine, red pine

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| --- | --- |

 |Red pine------------| --- | --- |

 | | | |

GyD: | | | |

 Grayling----------------|Jack pine-----------| 48 | 57 |Jack pine, red pine

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| --- | --- |

 |Red pine------------| --- | --- |

 | | | |

IgA: | | | |

 Ingalls-----------------|Red pine------------| 59 | --- |Eastern white pine,

 |Quaking aspen-------| 60 | 57 | red maple, red

 |Balsam fir----------| --- | --- | pine, white spruce

 |Red maple-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 |Paper birch---------| --- | --- |

 |Eastern hemlock-----| --- | --- |

 |Eastern white pine--| --- | --- |

 | | | |

IsB: | | | |

 Iosco-------------------|Red pine------------| 59 | --- |Eastern white pine,

 |Balsam fir----------| 55 | 114 | red maple, red

 |Paper birch---------| 58 | 57 | pine, white spruce

 |Quaking aspen-------| 65 | 72 |

 |Red maple-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 |Eastern hemlock-----| --- | --- |

 |Eastern white pine--| --- | --- |

 | | | |

IxB: | | | |

 Ishpeming---------------|Red pine------------| 57 | --- |Eastern white pine,

 |Balsam fir----------| --- | --- | red maple, red

 |Red maple-----------| --- | --- | pine, white spruce

 |Yellow birch--------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Eastern hemlock-----| --- | --- |

 |Eastern white pine--| --- | --- |

 |Northern red oak----| --- | --- |

 | | | |

 Rock outcrop. | | | |

 | | | |

IxC: | | | |

 Ishpeming---------------|Red pine------------| 57 | --- |Eastern white pine,

 |Balsam fir----------| --- | --- | red maple, red

 |Red maple-----------| --- | --- | pine, white spruce

 |Yellow birch--------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Eastern hemlock-----| --- | --- |

 |Eastern white pine--| --- | --- |

 |Northern red oak----| --- | --- |

 | | | |

 Rock outcrop. | | | |

 | | | |
Menominee County, Wisconsin 207

Table 9.--Forest Land Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 component name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

KaB: | | | |

 Karlin------------------|Sugar maple---------| 61 | 43 |Eastern white pine,

 |Yellow birch--------| --- | --- | red pine

 |Eastern hemlock-----| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |White ash-----------| --- | --- |

 |American basswood---| --- | --- |

 | | | |

KaC: | | | |

 Karlin------------------|Sugar maple---------| 61 | 43 |Eastern white pine,

 |Yellow birch--------| --- | --- | red pine

 |Eastern hemlock-----| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |White ash-----------| --- | --- |

 |American basswood---| --- | --- |

 | | | |

KaD: | | | |

 Karlin------------------|Sugar maple---------| 61 | 43 |Eastern white pine,

 |Yellow birch--------| --- | --- | red pine

 |Eastern hemlock-----| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |White ash-----------| --- | --- |

 |American basswood---| --- | --- |

 | | | |

KeC: | | | |

 Kennan------------------|Sugar maple---------| 64 | 43 |Eastern white pine,

 |White ash-----------| 77 | 72 | red pine, white

 |Northern red oak----| 76 | 72 | spruce

 |American basswood---| 72 | 72 |

 |Red maple-----------| --- | --- |

 |American beech------| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 | | | |

KeD: | | | |

 Kennan------------------|Sugar maple---------| 64 | 43 |Eastern white pine,

 |White ash-----------| 77 | 72 | red pine, white

 |Northern red oak----| 76 | 72 | spruce

 |American basswood---| 72 | 72 |

 |Red maple-----------| --- | --- |

 |American beech------| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 | | | |

KoC: | | | |

 Kennan------------------|Sugar maple---------| 69 | 43 |Eastern white pine,

 |White ash-----------| 77 | 72 | red pine, white

 |American basswood---| 72 | 72 | spruce

 |Eastern hemlock-----| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |

KoD: | | | |

 Kennan------------------|Sugar maple---------| 69 | 43 |Eastern white pine,

 |White ash-----------| 77 | 72 | red pine, white

 |American basswood---| 72 | 72 | spruce

 |Eastern hemlock-----| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |Yellow birch--------| --- | --- |

 | | | |
208 Soil Survey of

Table 9.--Forest Land Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 component name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

KxB: | | | |

 Keshena-----------------|Sugar maple---------| 71 | 43 |Eastern white pine,

 |Northern red oak----| 73 | 72 | red pine, white

 |Red maple-----------| --- | --- | spruce

 |Eastern white pine--| --- | --- |

 |American basswood---| --- | --- |

 |White ash-----------| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |American hornbeam---| --- | --- |

 |American beech------| --- | --- |

 |White oak-----------| --- | --- |

 | | | |

LaB: | | | |

 Lablatz-----------------|Red maple-----------| 63 | 43 |Eastern white pine,

 |Sugar maple---------| --- | --- | red maple, red

 |Northern red oak----| --- | --- | pine, white ash,

 |Eastern hemlock-----| --- | --- | white spruce

 |Yellow birch--------| --- | --- |

 |American basswood---| --- | --- |

 |White ash-----------| --- | --- |

 |American beech------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Eastern white pine--| --- | --- |

 | | | |

LoA: | | | |

 Loxley------------------|Black spruce--------| 15 | 29 | ---

 |Tamarack------------| --- | --- |

 | | | |

LuA: | | | |

 Lupton------------------|Balsam fir----------| 53 | 86 |Black spruce, red

 |Black spruce--------| 20 | 29 | maple

 |Red maple-----------| --- | --- |

 |Paper birch---------| --- | --- |

 |Black ash-----------| --- | --- |

 |Tamarack------------| --- | --- |

 |Eastern hemlock-----| --- | --- |

 |Yellow birch--------| --- | --- |

 |Eastern arborvitae--| --- | --- |

 | | | |

 Markey------------------|Balsam fir----------| 53 | 100 |Black spruce, red

 |Eastern arborvitae--| 41 | 57 | maple

 |Tamarack------------| --- | --- |

 |Paper birch---------| --- | --- |

 |Black spruce--------| --- | --- |

 |Red maple-----------| --- | --- |

 |Black ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 |Eastern hemlock-----| --- | --- |

 | | | |

 Cathro------------------|Balsam fir----------| 52 | 100 |Black spruce, red

 |Eastern arborvitae--| 33 | 43 | maple

 |Paper birch---------| --- | --- |

 |Tamarack------------| --- | --- |

 |Black spruce--------| --- | --- |

 |Red maple-----------| --- | --- |

 |Black ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 |Eastern hemlock-----| --- | --- |

 | | | |
Menominee County, Wisconsin 209

Table 9.--Forest Land Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 component name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

MaB: | | | |

 Mahtomedi---------------|Red pine------------| 50 | 114 |Eastern white pine,

 |Eastern white pine--| 59 | 114 | jack pine, red

 |American beech------| --- | --- | pine

 |American basswood---| --- | --- |

 |White ash-----------| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |White oak-----------| --- | --- |

 |Northern pin oak----| --- | --- |

 |Sugar maple---------| --- | --- |

 |Northern red oak----| --- | --- |

 | | | |

MaC: | | | |

 Mahtomedi---------------|Red pine------------| 50 | 114 |Eastern white pine,

 |Eastern white pine--| 59 | 114 | jack pine, red

 |American beech------| --- | --- | pine

 |American basswood---| --- | --- |

 |White ash-----------| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |White oak-----------| --- | --- |

 |Northern pin oak----| --- | --- |

 |Sugar maple---------| --- | --- |

 |Northern red oak----| --- | --- |

 | | | |

MaD: | | | |

 Mahtomedi---------------|Red pine------------| 50 | 114 |Eastern white pine,

 |Eastern white pine--| 59 | 114 | jack pine, red

 |American beech------| --- | --- | pine

 |American basswood---| --- | --- |

 |White ash-----------| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |White oak-----------| --- | --- |

 |Northern pin oak----| --- | --- |

 |Sugar maple---------| --- | --- |

 |Northern red oak----| --- | --- |

 | | | |

MoC: | | | |

 Menominee---------------|Red pine------------| 61 | 114 |Eastern white pine,

 |White ash-----------| 77 | 72 | jack pine, red

 |White oak-----------| 77 | 72 | pine

 |Northern red oak----| 63 | 57 |

 |Sugar maple---------| --- | --- |

 |Red maple-----------| --- | --- |

 |Eastern white pine--| --- | --- |

 |American hornbeam---| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |American beech------| --- | --- |

 |American basswood---| --- | --- |

 | | | |
210 Soil Survey of

Table 9.--Forest Land Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 component name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

MoD: | | | |

 Menominee---------------|Red pine------------| 61 | 114 |Eastern white pine,

 |White ash-----------| 77 | 72 | jack pine, red

 |White oak-----------| 77 | 72 | pine

 |Northern red oak----| 63 | 57 |

 |Sugar maple---------| --- | --- |

 |Red maple-----------| --- | --- |

 |Eastern white pine--| --- | --- |

 |American hornbeam---| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |American beech------| --- | --- |

 |American basswood---| --- | --- |

 | | | |

MqB: | | | |

 Mequithy----------------|Sugar maple---------| 59 | 43 |Eastern white pine,

 |Yellow birch--------| --- | --- | red pine, white

 |White ash-----------| --- | --- | spruce

 |Eastern hemlock-----| --- | --- |

 |Red maple-----------| --- | --- |

 |Balsam fir----------| --- | --- |

 |American basswood---| --- | --- |

 | | | |

 Rock outcrop. | | | |

 | | | |

MqC: | | | |

 Mequithy----------------|Sugar maple---------| 59 | 43 |Eastern white pine,

 |Yellow birch--------| --- | --- | red pine, white

 |White ash-----------| --- | --- | spruce

 |Eastern hemlock-----| --- | --- |

 |Red maple-----------| --- | --- |

 |Balsam fir----------| --- | --- |

 |American basswood---| --- | --- |

 | | | |

 Rock outcrop. | | | |

 | | | |

MuA: | | | |

 Minocqua----------------|Balsam fir----------| 54 | 100 |Black spruce, red

 |Red maple-----------| 55 | 29 | maple, white ash,

 |Black ash-----------| --- | --- | white spruce

 |Yellow birch--------| --- | --- |

 |Eastern arborvitae--| --- | --- |

 |Eastern hemlock-----| --- | --- |

 | | | |

MwB: | | | |

 Moodig------------------|Red maple-----------| 63 | 43 |Eastern white pine,

 |Balsam fir----------| --- | --- | red maple, red

 |American basswood---| --- | --- | pine, white ash,

 |Sugar maple---------| --- | --- | white spruce

 |Yellow birch--------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Eastern hemlock-----| --- | --- |

 |White ash-----------| --- | --- |

 | | | |
Menominee County, Wisconsin 211

Table 9.--Forest Land Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 component name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

MxB: | | | |

 Morganlake--------------|Red pine------------| 61 | 114 |Eastern white pine,

 |White ash-----------| 77 | 72 | jack pine, red

 |Northern red oak----| 63 | 57 | pine

 |Sugar maple---------| --- | --- |

 |Red maple-----------| --- | --- |

 |Eastern white pine--| --- | --- |

 |White oak-----------| --- | --- |

 |American hornbeam---| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |American beech------| --- | --- |

 |American basswood---| --- | --- |

 | | | |

MzB: | | | |

 Moshawquit--------------|Red pine------------| 55 | 86 |Eastern white pine,

 |Red maple-----------| --- | --- | jack pine, red

 |Northern red oak----| --- | --- | pine

 |Eastern white pine--| --- | --- |

 |Quaking aspen-------| --- | --- |

 |White oak-----------| --- | --- |

 |Northern pin oak----| --- | --- |

 |Sugar maple---------| --- | --- |

 |American beech------| --- | --- |

 |American basswood---| --- | --- |

 |White ash-----------| --- | --- |

 |Paper birch---------| --- | --- |

 | | | |

MzC: | | | |

 Moshawquit--------------|Red pine------------| 55 | 86 |Eastern white pine,

 |Red maple-----------| --- | --- | red pine

 |Northern red oak----| --- | --- |

 |Eastern white pine--| --- | --- |

 |Quaking aspen-------| --- | --- |

 |White oak-----------| --- | --- |

 |Northern pin oak----| --- | --- |

 |Sugar maple---------| --- | --- |

 |American beech------| --- | --- |

 |American basswood---| --- | --- |

 |White ash-----------| --- | --- |

 |Paper birch---------| --- | --- |

 |Black cherry--------| --- | --- |

 | | | |

NeA: | | | |

 Neconish----------------|Red pine------------| 56 | 86 |Eastern white pine,

 |Northern red oak----| --- | --- | jack pine, red

 |Quaking aspen-------| --- | --- | pine

 |Red maple-----------| --- | --- |

 |Eastern hemlock-----| --- | --- |

 |Yellow birch--------| --- | --- |

 |Balsam fir----------| --- | --- |

 |Eastern white pine--| --- | --- |

 | | | |

NoB: | | | |

 Neopit------------------|Sugar maple---------| 69 | 43 |Eastern white pine,

 |American basswood---| 72 | 72 | red pine, white

 |White ash-----------| 77 | 72 | spruce

 |Yellow birch--------| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |Eastern hemlock-----| --- | --- |

 |Black cherry--------| --- | --- |

 |American hornbeam---| --- | --- |

 |Northern red oak----| 76 | 72 |

 | | | |
212 Soil Survey of

Table 9.--Forest Land Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 component name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

NpB: | | | |

 Neopit------------------|Sugar maple---------| 69 | 43 |Eastern white pine,

 |American basswood---| 72 | 72 | red pine, white

 |White ash-----------| 77 | 72 | spruce

 |Yellow birch--------| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |Eastern hemlock-----| --- | --- |

 |Black cherry--------| --- | --- |

 |American hornbeam---| --- | --- |

 |Northern red oak----| 76 | 72 |

 | | | |

NsA: | | | |

 Noseum------------------|Sugar maple---------| 62 | 43 |Eastern white pine,

 |Eastern hemlock-----| --- | --- | jack pine, red

 |Yellow birch--------| --- | --- | pine

 |American basswood---| --- | --- |

 |Black cherry--------| --- | --- |

 |White ash-----------| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |Balsam fir----------| --- | --- |

 | | | |

PaB: | | | |

 Padus-------------------|Sugar maple---------| 67 | 43 |Eastern white pine,

 |White ash-----------| --- | --- | red pine, white

 |Yellow birch--------| --- | --- | spruce

 |American basswood---| --- | --- |

 |Eastern hemlock-----| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 | | | |

PaC: | | | |

 Padus-------------------|Sugar maple---------| 67 | 43 |Eastern white pine,

 |White ash-----------| --- | --- | red pine, white

 |Yellow birch--------| --- | --- | spruce

 |American basswood---| --- | --- |

 |Eastern hemlock-----| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 | | | |

PaD: | | | |

 Padus-------------------|Sugar maple---------| 67 | 43 |Eastern white pine,

 |White ash-----------| --- | --- | red pine, white

 |Yellow birch--------| --- | --- | spruce

 |American basswood---| --- | --- |

 |Eastern hemlock-----| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 | | | |

PbB: | | | |

 Padwet------------------|Sugar maple---------| 67 | 43 |Eastern white pine,

 |White ash-----------| --- | --- | red pine, white

 |Yellow birch--------| --- | --- | spruce

 |American basswood---| --- | --- |

 |Eastern hemlock-----| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 | | | |
Menominee County, Wisconsin 213

Table 9.--Forest Land Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 component name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

PeB: | | | |

 Pecore------------------|Sugar maple---------| 68 | 43 |Eastern white pine,

 |Red maple-----------| --- | --- | red pine, white

 |Northern red oak----| 72 | --- | spruce

 |Eastern white pine--| --- | --- |

 |American basswood---| --- | --- |

 |Red pine------------| --- | --- |

 |White ash-----------| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |American hornbeam---| --- | --- |

 |American beech------| --- | --- |

 |White oak-----------| --- | --- |

 | | | |

PeC: | | | |

 Pecore------------------|Sugar maple---------| 68 | 43 |Eastern white pine,

 |Red maple-----------| --- | --- | red pine, white

 |Northern red oak----| 72 | --- | spruce

 |Eastern white pine--| --- | --- |

 |American basswood---| --- | --- |

 |Red pine------------| --- | --- |

 |White ash-----------| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |American hornbeam---| --- | --- |

 |American beech------| --- | --- |

 |White oak-----------| --- | --- |

 | | | |

PeD: | | | |

 Pecore------------------|Sugar maple---------| 68 | 43 |Eastern white pine,

 |Red maple-----------| --- | --- | red pine, white

 |Northern red oak----| 72 | --- | spruce

 |Eastern white pine--| --- | --- |

 |American basswood---| --- | --- |

 |Red pine------------| --- | --- |

 |White ash-----------| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |American hornbeam---| --- | --- |

 |American beech------| --- | --- |

 |White oak-----------| --- | --- |

 | | | |

PnB: | | | |

 Pence-------------------|Sugar maple---------| 59 | 43 |Eastern white pine,

 |Balsam fir----------| --- | --- | red pine

 |Red maple-----------| --- | --- |

 |Eastern hemlock-----| --- | --- |

 |Yellow birch--------| --- | --- |

 |White ash-----------| --- | --- |

 |American basswood---| --- | --- |

 | | | |

PnC: | | | |

 Pence-------------------|Sugar maple---------| 59 | 43 |Eastern white pine,

 |Balsam fir----------| --- | --- | red pine

 |Red maple-----------| --- | --- |

 |Eastern hemlock-----| --- | --- |

 |Yellow birch--------| --- | --- |

 |White ash-----------| --- | --- |

 |American basswood---| --- | --- |

 | | | |
214 Soil Survey of

Table 9.--Forest Land Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 component name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

PnD: | | | |

 Pence-------------------|Sugar maple---------| 59 | 43 |Eastern white pine,

 |Balsam fir----------| --- | --- | red pine

 |Red maple-----------| --- | --- |

 |Eastern hemlock-----| --- | --- |

 |Yellow birch--------| --- | --- |

 |White ash-----------| --- | --- |

 |American basswood---| --- | --- |

 | | | |

PrB: | | | |

 Perote------------------|Sugar maple---------| 66 | 43 |Eastern white pine,

 |Red maple-----------| --- | --- | red pine, white

 |Northern red oak----| --- | --- | spruce

 |Eastern white pine--| --- | --- |

 |Quaking aspen-------| --- | --- |

 |White oak-----------| --- | --- |

 |White ash-----------| --- | --- |

 |Paper birch---------| --- | --- |

 |Northern pin oak----| --- | --- |

 |American beech------| --- | --- |

 |American basswood---| --- | --- |

 |Red pine------------| --- | --- |

 |Black cherry--------| --- | --- |

 | | | |

PrC: | | | |

 Perote------------------|Sugar maple---------| 66 | 43 |Eastern white pine,

 |Red maple-----------| --- | --- | red pine, white

 |Northern red oak----| --- | --- | spruce

 |Eastern white pine--| --- | --- |

 |Quaking aspen-------| --- | --- |

 |White oak-----------| --- | --- |

 |White ash-----------| --- | --- |

 |Paper birch---------| --- | --- |

 |Northern pin oak----| --- | --- |

 |American beech------| --- | --- |

 |American basswood---| --- | --- |

 |Red pine------------| --- | --- |

 |Black cherry--------| --- | --- |

 | | | |

PrD: | | | |

 Perote------------------|Sugar maple---------| 66 | 43 |Eastern white pine,

 |Red maple-----------| --- | --- | red pine, white

 |Northern red oak----| --- | --- | spruce

 |Eastern white pine--| --- | --- |

 |Quaking aspen-------| --- | --- |

 |White oak-----------| --- | --- |

 |White ash-----------| --- | --- |

 |Paper birch---------| --- | --- |

 |Northern pin oak----| --- | --- |

 |American beech------| --- | --- |

 |American basswood---| --- | --- |

 |Red pine------------| --- | --- |

 |Black cherry--------| --- | --- |

 | | | |
Menominee County, Wisconsin 215

Table 9.--Forest Land Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 component name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

PsB: | | | |

 Peshtigo----------------|Red maple-----------| 63 | 43 |Eastern white pine,

 |Northern red oak----| 73 | 72 | red maple, red

 |Eastern white pine--| --- | --- | pine, white ash,

 |Sugar maple---------| 61 | 43 | white spruce

 |American basswood---| --- | --- |

 |White ash-----------| --- | --- |

 |American hornbeam---| --- | --- |

 |American beech------| --- | --- |

 |Paper birch---------| --- | --- |

 |Quaking aspen-------| --- | --- |

 | | | |

RaB: | | | |

 Rabe--------------------|Red pine------------| 59 | 100 |Eastern white pine,

 |Red maple-----------| --- | --- | jack pine, red

 |Sugar maple---------| --- | --- | pine

 |Eastern white pine--| --- | --- |

 |Quaking aspen-------| --- | --- |

 |White oak-----------| --- | --- |

 |Northern pin oak----| --- | --- |

 |American beech------| --- | --- |

 |American basswood---| --- | --- |

 |Paper birch---------| --- | --- |

 |White ash-----------| --- | --- |

 |Northern red oak----| --- | --- |

 | | | |

RaC: | | | |

 Rabe--------------------|Red pine------------| 59 | 100 |Eastern white pine,

 |Red maple-----------| --- | --- | red pine, white

 |Northern red oak----| --- | --- | spruce

 |Eastern white pine--| --- | --- |

 |Quaking aspen-------| --- | --- |

 |White oak-----------| --- | --- |

 |Northern pin oak----| --- | --- |

 |Sugar maple---------| --- | --- |

 |American beech------| --- | --- |

 |American basswood---| --- | --- |

 |White ash-----------| --- | --- |

 |Paper birch---------| --- | --- |

 |Black cherry--------| --- | --- |

 | | | |

RaD: | | | |

 Rabe--------------------|Red pine------------| 59 | 100 |Eastern white pine,

 |Red maple-----------| --- | --- | red pine, white

 |Northern red oak----| --- | --- | spruce

 |Eastern white pine--| --- | --- |

 |Quaking aspen-------| --- | --- |

 |White oak-----------| --- | --- |

 |Northern pin oak----| --- | --- |

 |Sugar maple---------| --- | --- |

 |American beech------| --- | --- |

 |American basswood---| --- | --- |

 |White ash-----------| --- | --- |

 |Paper birch---------| --- | --- |

 |Black cherry--------| --- | --- |

 | | | |
216 Soil Survey of

Table 9.--Forest Land Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 component name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

RbA: | | | |

 Robago------------------|Red maple-----------| 61 | --- |Eastern white pine,

 |Sugar maple---------| 61 | 43 | red maple, red

 |Balsam fir----------| --- | --- | pine, white ash,

 |American basswood---| --- | --- | white spruce

 |White ash-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 |Eastern white pine--| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Eastern hemlock-----| --- | --- |

 | | | |

RcA: | | | |

 Roscommon---------------|Quaking aspen-------| 74 | 86 |Black spruce, red

 |Balsam fir----------| --- | --- | maple, white ash,

 |Red maple-----------| --- | --- | white spruce

 |Eastern hemlock-----| --- | --- |

 |Paper birch---------| --- | --- |

 |Eastern arborvitae--| --- | --- |

 | | | |

RoB: | | | |

 Rosholt-----------------|Sugar maple---------| 65 | 43 |Eastern white pine,

 |White ash-----------| 77 | 72 | red pine, white

 |Northern red oak----| 69 | 57 | spruce

 |Paper birch---------| --- | --- |

 |American basswood---| --- | --- |

 |Red maple-----------| --- | --- |

 |American hornbeam---| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 | | | |

RoC: | | | |

 Rosholt-----------------|Sugar maple---------| 65 | 43 |Eastern white pine,

 |White ash-----------| 77 | 72 | red pine, white

 |Northern red oak----| 69 | 57 | spruce

 |Paper birch---------| --- | --- |

 |Red maple-----------| --- | --- |

 |American hornbeam---| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |American basswood---| --- | --- |

 | | | |

RoD: | | | |

 Rosholt-----------------|Sugar maple---------| 65 | 43 |Eastern white pine,

 |White ash-----------| 77 | 72 | red pine, white

 |Northern red oak----| 69 | 57 | spruce

 |Paper birch---------| --- | --- |

 |Red maple-----------| --- | --- |

 |American hornbeam---| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |American basswood---| --- | --- |

 | | | |

RsB: | | | |

 Rousseau----------------|Red pine------------| 56 | --- |Eastern white pine,

 |Red maple-----------| 60 | 43 | jack pine, red

 |Quaking aspen-------| 65 | 72 | pine

 |Balsam fir----------| --- | --- |

 |Yellow birch--------| --- | --- |

 |Northern red oak----| --- | --- |

 |Eastern hemlock-----| --- | --- |

 |Eastern white pine--| --- | --- |

 | | | |
Menominee County, Wisconsin 217

Table 9.--Forest Land Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 component name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

RsC: | | | |

 Rousseau----------------|Red pine------------| 56 | --- |Eastern white pine,

 |Red maple-----------| 60 | 43 | jack pine, red

 |Quaking aspen-------| 65 | 72 | pine

 |Balsam fir----------| --- | --- |

 |Yellow birch--------| --- | --- |

 |Eastern white pine--| --- | --- |

 |Northern red oak----| --- | --- |

 |Eastern hemlock-----| --- | --- |

 | | | |

RsD: | | | |

 Rousseau----------------|Red pine------------| 56 | --- |Eastern white pine,

 |Red maple-----------| 60 | 43 | jack pine, red

 |Quaking aspen-------| 65 | 72 | pine

 |Balsam fir----------| --- | --- |

 |Yellow birch--------| --- | --- |

 |Eastern white pine--| --- | --- |

 |Northern red oak----| --- | --- |

 |Eastern hemlock-----| --- | --- |

 | | | |

ScA: | | | |

 Scott Lake--------------|Sugar maple---------| 61 | 43 |Eastern white pine,

 |Northern red oak----| 65 | 57 | red pine, white

 |Red maple-----------| --- | --- | spruce

 |White ash-----------| --- | --- |

 |Paper birch---------| --- | --- |

 |American hornbeam---| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |American basswood---| --- | --- |

 | | | |

SfB: | | | |

 Shawano-----------------|Red pine------------| 54 | --- |Eastern white pine,

 |Northern pin oak----| 62 | 57 | jack pine, red

 |Paper birch---------| --- | --- | pine

 |Jack pine-----------| --- | --- |

 |Eastern white pine--| --- | --- |

 |Red maple-----------| --- | --- |

 |Quaking aspen-------| --- | --- |

 | | | |

SfC: | | | |

 Shawano-----------------|Red pine------------| 54 | --- |Eastern white pine,

 |Northern pin oak----| 62 | 57 | jack pine, red

 |Paper birch---------| --- | --- | pine

 |Jack pine-----------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| --- | --- |

 |Eastern white pine--| --- | --- |

 | | | |

SfD: | | | |

 Shawano-----------------|Red pine------------| 54 | --- |Eastern white pine,

 |Northern pin oak----| 62 | 57 | jack pine, red

 |Paper birch---------| --- | --- | pine

 |Jack pine-----------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| --- | --- |

 |Eastern white pine--| --- | --- |

 | | | |
218 Soil Survey of

Table 9.--Forest Land Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 component name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

SuA: | | | |

 Sunia-------------------|Northern red oak----| 69 | 57 |Eastern white pine,

 |Red maple-----------| --- | --- | jack pine, red

 |Eastern white pine--| --- | --- | pine

 |Quaking aspen-------| --- | --- |

 |White oak-----------| --- | --- |

 |Northern pin oak----| --- | --- |

 |Sugar maple---------| --- | --- |

 |American beech------| --- | --- |

 |American basswood---| --- | --- |

 |White ash-----------| --- | --- |

 |Paper birch---------| --- | --- |

 |Red pine------------| --- | --- |

 |Black cherry--------| --- | --- |

 | | | |

TlC: | | | |

 Tilleda-----------------|Sugar maple---------| 71 | 43 |Eastern white pine,

 |Northern red oak----| 73 | 72 | red pine, white

 |Red maple-----------| --- | --- | spruce

 |American basswood---| --- | --- |

 |White ash-----------| --- | --- |

 |White oak-----------| --- | --- |

 |American hornbeam---| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |American beech------| --- | --- |

 |Eastern white pine--| --- | --- |

 | | | |

TlD: | | | |

 Tilleda-----------------|Sugar maple---------| 71 | 43 |Eastern white pine,

 |Northern red oak----| 73 | 72 | red pine, white

 |Red maple-----------| --- | --- | spruce

 |Eastern white pine--| --- | --- |

 |White ash-----------| --- | --- |

 |White oak-----------| --- | --- |

 |American hornbeam---| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 |American beech------| --- | --- |

 | | | |

TmA: | | | |

 Tipler------------------|Sugar maple---------| 67 | 43 |Eastern white pine,

 |White ash-----------| --- | --- | red pine, white

 |Yellow birch--------| --- | --- | spruce

 |American basswood---| --- | --- |

 |Eastern hemlock-----| --- | --- |

 |Eastern hophornbeam-| --- | --- |

 | | | |

ToB: | | | |

 Tourtillotte------------|Red pine------------| 59 | 100 |Eastern white pine,

 |Red maple-----------| --- | --- | jack pine, red

 |Paper birch---------| --- | --- | pine

 |Quaking aspen-------| --- | --- |

 |Northern red oak----| --- | --- |

 |Eastern white pine--| --- | --- |

 |White oak-----------| --- | --- |

 |Northern pin oak----| --- | --- |

 |Sugar maple---------| --- | --- |

 |American beech------| --- | --- |

 |American basswood---| --- | --- |

 |White ash-----------| --- | --- |

 | | | |
Menominee County, Wisconsin 219

Table 9.--Forest Land Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 component name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

ToC: | | | |

 Tourtillotte------------|Red pine------------| 59 | 86 |Eastern white pine,

 |Red maple-----------| --- | --- | jack pine, red

 |Paper birch---------| --- | 57 | pine

 |Quaking aspen-------| --- | 72 |

 |Northern pin oak----| --- | --- |

 |White oak-----------| --- | --- |

 |Sugar maple---------| --- | --- |

 |American beech------| --- | --- |

 |American basswood---| --- | --- |

 |White ash-----------| --- | --- |

 |Northern red oak----| --- | --- |

 |Eastern white pine--| --- | --- |

 | | | |

UdD: | | | |

 Udipsamments (earthen | | | |

 dam)-------------------|Jack pine-----------| 48 | 57 |Jack pine, red pine

 |Quaking aspen-------| --- | --- |

 |Red maple-----------| --- | --- |

 |Red pine------------| --- | --- |

 | | | |

VsB: | | | |

 Vilas-------------------|Red pine------------| 57 | 86 |Eastern white pine,

 |Eastern white pine--| 56 | 114 | jack pine, red

 |Balsam fir----------| --- | --- | pine

 |Red maple-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Eastern hemlock-----| --- | --- |

 |Northern red oak----| --- | --- |

 | | | |

VsC: | | | |

 Vilas-------------------|Red pine------------| 57 | 86 |Eastern white pine,

 |Eastern white pine--| 56 | 114 | jack pine, red

 |Balsam fir----------| --- | --- | pine

 |Red maple-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Eastern hemlock-----| --- | --- |

 |Northern red oak----| --- | --- |

 | | | |

VsD: | | | |

 Vilas-------------------|Red pine------------| 57 | 86 |Eastern white pine,

 |Eastern white pine--| 56 | 114 | jack pine, red

 |Balsam fir----------| --- | --- | pine

 |Red maple-----------| --- | --- |

 |Yellow birch--------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Eastern hemlock-----| --- | --- |

 |Northern red oak----| --- | --- |

 | | | |

WaA: | | | |

 Wainola-----------------|Red pine------------| 57 | --- |Eastern white pine,

 |Paper birch---------| 63 | 72 | red maple, red

 |Red maple-----------| 72 | 43 | pine, white spruce

 |Quaking aspen-------| 75 | 86 |

 |Eastern hemlock-----| --- | --- |

 |Yellow birch--------| --- | --- |

 |Eastern white pine--| --- | --- |

 |Balsam fir----------| --- | --- |

 | | | |
220 Soil Survey of

Table 9.--Forest Land Productivity--Continued

_________________________________________________________________________________

 | Potential productivity | ___________________________________

 Map symbol and | | | |

 component name | Common trees |Site | Volume | Trees to manage

 | |index|of wood |

 | | | fiber | _________________________________________________________________________________

 | | |cu ft/ac|

 | | | |

WkB: | | | |

 Wayka-------------------|Red maple-----------| 60 | 43 |Eastern white pine,

 |Sugar maple---------| --- | --- | red maple, red

 |Eastern hemlock-----| --- | --- | pine, white ash,

 |Yellow birch--------| --- | --- | white spruce

 |American basswood---| --- | --- |

 |Eastern white pine--| --- | --- |

 |Balsam fir----------| --- | --- |

 |Quaking aspen-------| --- | --- |

 |White ash-----------| --- | --- |

 |Red pine------------| --- | --- |

 | | | |

 Rock outcrop. | | | |

 | | | |

WrA: | | | |

 Worcester---------------|Red maple-----------| 55 | 29 |Eastern white pine,

 |Balsam fir----------| --- | --- | red maple, red

 |Sugar maple---------| --- | --- | pine, white ash,

 |Yellow birch--------| --- | --- | white spruce

 |Eastern white pine--| --- | --- |

 |American basswood---| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Eastern hemlock-----| --- | --- |

 |White ash-----------| --- | --- |

 | | | |

WtA: | | | |

 Wormet------------------|Red maple-----------| 55 | 29 |Eastern white pine,

 |Balsam fir----------| --- | --- | red maple, red

 |Sugar maple---------| --- | --- | pine, white ash,

 |Yellow birch--------| --- | --- | white spruce

 |Eastern hemlock-----| --- | --- |

 |White ash-----------| --- | --- |

 |American basswood---| --- | --- |

 |Quaking aspen-------| --- | --- |

 |Eastern white pine--| --- | --- |

 | | | |

WuA: | | | |

 Wurtsmith---------------|Red pine------------| 56 | 86 |Eastern white pine,

 |Jack pine-----------| 56 | 86 | jack pine, red

 |Northern pin oak----| --- | --- | pine

 |Quaking aspen-------| --- | --- |

 |Paper birch---------| --- | --- |

 |Red maple-----------| --- | --- |

 |Eastern white pine--| --- | --- |

 | | | | _________________________________________________________________________________
Menominee County, Wisconsin 221

Table 10.--Forest Habitat Types

(A single habitat type under either guide represents a dominant condition where

 the assigned habitat type is expected to occur at least 60 percent of the

 time. Two habitat types, separated by a hyphen, under either guide represent

 a codominant condition where the combined habitat types are expected to

 occur at least 70 percent of the time. See text for descriptions of the

 habitat types listed in this table)

_________________________________________________________________________________

 | Habitat type | Habitat type |

 Map symbol and | (Menominee guide*)|(northern Wisconsin| Other vegetative

 component name | | guide**) | communities _________________________________________________________________________________

 | | |

AfB------------------| AQVib(Ha) | AVb-AFVb | ---

 Aftad | | |

 | | |

AnB------------------| AH-ATDH | AH-ATDH | ---

 Annalake | | |

 | | |

AtB------------------| AH | AH | ---

 Antigo | | |

 | | |

AuA------------------| TMC | ArAbVC | ---

 Au Gres | | |

 | | |

CeB, CeC, CeD--------| AQVib | AVb | ---

 Cress | | |

 | | |

CmA------------------| PMV(Q) | PArVPo | ---

 Crex | | |

 | | |

CrB, CrC, CrD--------| AQVib | AVb | ---

 Cromwell | | |

 | | |

CsA------------------| ATFD | ATFD | ---

 Croswell | | |

 | | |

FeB, FeC, FeD--------| AQVib(Ha)-AFVib | AVb-AFVb | ---

 Frechette | | |

 | | |

FrB, FrC, FrD--------| AFAd | AFAd | ---

 Frechette | | |

 | | |

GaB, GaC, GaD--------| PMV(Q)-QV | PArVPo-PArVAo | ---

 Grayling | | |

 | | |

GyB, GyC, GyD--------| QV | PArVAo | ---

 Grayling | | |

 | | |

IgA------------------| TMC | TMC | ---

 Ingalls | | |

 | | |

IsB------------------| TMC | ArAbVC | ---

 Iosco | | |

 | | |

IxB, IxC: | | |

 Ishpeming-----------| ATM | ATM | ---

 | | |

 Rock outcrop. | | |

 | | |

KaB, KaC, KaD--------| ATDH-ATM | ATDH-ATM | ---

 Karlin | | |

 | | |

KeC, KeD-------------| AFVib-AFAd | AFVb-AFAd | ---

 Kennan | | |

 | | |

KoC, KoD-------------| AH | AH | ---

 Kennan | | |

 | | |

 See footnotes at end of table.
222 Soil Survey of

Table 10.--Forest Habitat Types--Continued

_________________________________________________________________________________

 | Habitat type | Habitat type |

 Map symbol and | (Menominee guide*)|(northern Wisconsin| Other vegetative

 component name | | guide**) | communities _________________________________________________________________________________

 | | |

KxB------------------| AQVib(Ha) | AVb-AFVb | ---

 Keshena | | |

 | | |

LaB------------------| TMC-ATFD | TMC-ATFD | ---

 Lablatz | | |

 | | |

LoA------------------| --- | --- | Laor

 Loxley | | |

 | | |

LuA------------------| --- | --- | Lnor

 Lupton, Markey, and | | |

 Cathro | | |

 | | |

MaB, MaC, MaD--------| PMV(Q)-AQVib | PArVPo-AVb | ---

 Mahtomedi | | |

 | | |

MoC, MoD-------------| AQVib(Ha) | AVb-AFVb | ---

 Menominee | | |

 | | |

MqB, MqC: | | |

 Mequithy------------| ATM | ATM | ---

 | | |

 Rock outcrop. | | |

 | | |

MuA------------------| --- | --- | Llmin

 Minocqua | | |

 | | |

MwB------------------| TMC-ATDH | TMC-ATDH | ---

 Moodig | | |

 | | |

MxB------------------| AQVib(Ha) | AVb-AFVb | ---

 Morganlake | | |

 | | |

MzB, MzC-------------| AQVib | AVb | ---

 Moshawquit | | |

 | | |

NeA------------------| ATFD | ATFD | ---

 Neconish | | |

 | | |

NoB------------------| AFVib-AFAd | AFvb-AFAd | ---

 Neopit | | |

 | | |

NpB------------------| AH | AH | ---

 Neopit | | |

 | | |

NsA------------------| ATDH | ATDH | ---

 Noseum | | |

 | | |

PaB, PaC, PaD--------| ATDH | ATDH | ---

 Padus | | |

 | | |

PbB------------------| ATDH | ATDH | ---

 Padwet | | |

 | | |

PeB, PeC, PeD--------| AQVib(Ha) | AVb-AFVb | ---

 Pecore | | |

 | | |

PnB, PnC, PnD--------| ATM | ATM | ---

 Pence | | |

 | | |

PrB, PrC, PrD--------| AQVib(Ha)-AQVib | AVb-AFVb | ---

 Perote | | |

 | | |

 See footnotes at end of table.
Menominee County, Wisconsin 223

Table 10.--Forest Habitat Types--Continued

_________________________________________________________________________________

 | Habitat type | Habitat type |

 Map symbol and | (Menominee guide*)|(northern Wisconsin| Other vegetative

 component name | | guide**) | communities _________________________________________________________________________________

 | | |

PsB------------------| --- | ATAtOn | ---

 Peshtigo | | |

 | | |

RaB, RaC, RaD--------| AQVib(Ha)-AQVib | AVb-AFVb | ---

 Rabe | | |

 | | |

RbA------------------| TMC | TMC | ---

 Robago | | |

 | | |

RcA------------------| --- | --- | Lsmin

 Roscommon | | |

 | | |

RoB, RoC, RoD--------| AQVib(Ha)-AQVib | AVb-AFVb | ---

 Rosholt | | |

 | | |

RsB, RsC, RsD--------| ATM-ATFD | ATM-ATFD | ---

 Rousseau | | |

 | | |

ScA------------------| AQVib(Ha)-AFVib | AVb-AFVb | ---

 Scott Lake | | |

 | | |

SfB, SfC, SfD--------| PMV(Q) | PArVPo | ---

 Shawano | | |

 | | |

SuA------------------| AQVib | AVb | ---

 Sunia | | |

 | | |

TlC, TlD-------------| AQVib(Ha) | AVb-AFVb | ---

 Tilleda | | |

 | | |

TmA------------------| ATDH-ATM | ATDH-ATM | ---

 Tipler | | |

 | | |

ToB, ToC-------------| AQVib | AVb | ---

 Tourtillotte | | |

 | | |

VsB, VsC, VsD--------| ATM-ATFD | ATM-ATFD | ---

 Vilas | | |

 | | |

WaA------------------| TMC | ArAbVC | ---

 Wainola | | |

 | | |

WkB: | | |

 Wayka---------------| TMC | TMC | ---

 | | |

 Rock outcrop. | | |

 | | |

WrB------------------| TMC | TMC | ---

 Worcester | | |

 | | |

WtA------------------| TMC | TMC | ---

 Wormet | | |

 | | |

WuA------------------| PMV(Q)-QV | PArVPo-PArVAo | ---

 Wurtsmith | | |

 | | | _________________________________________________________________________________

 * Kotar, John, and Timothy L. Burger. 1989. Forest habitat type

classification for the Menominee Indian Reservation. Department of Forestry,

University of Wisconsin-Madison.

 ** Kotar, John, Joseph A. Kovach, and Timothy L. Burger. 2002. Field guide

to forest habitat types of northern Wisconsin. 2nd edition. Department of Forest

Ecology and Management, University of Wisconsin-Madison.
224 Soil Survey of

Table 11.--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 |

 | _______________________________________________________________________________________________________

 |

AfB |Aftad loam, 0 to 6 percent slopes

AnB |Annalake fine sandy loam, 0 to 6 percent slopes

AtB |Antigo silt loam, 0 to 6 percent slopes

FeB |Frechette fine sandy loam, 2 to 6 percent slopes

FrB |Frechette sandy loam, 2 to 6 percent slopes

KxB |Keshena fine sandy loam, 2 to 6 percent slopes

LaB |Lablatz sandy loam, 0 to 4 percent slopes

PaB |Padus fine sandy loam, 0 to 6 percent slopes

PbB |Padwet fine sandy loam, 0 to 6 percent slopes

PrB |Perote fine sandy loam, 2 to 6 percent slopes

PsB |Peshtigo loam, 0 to 4 percent slopes (where drained)

RbA |Robago fine sandy loam, 0 to 3 percent slopes (where drained)

RoB |Rosholt fine sandy loam, 0 to 6 percent slopes

ScA |Scott Lake fine sandy loam, 0 to 3 percent slopes

TmA |Tipler fine sandy loam, 0 to 3 percent slopes

WrA |Worcester fine sandy loam, 0 to 3 percent slopes (where drained)

 | _______________________________________________________________________________________________________
Menominee County, Wisconsin 225

Table 12a.--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. See text for further explanation of ratings in

 this table)

___________________________________________________________________________________________________

 | | |

 Map symbol and | Camp areas | Picnic areas | Playgrounds

 component name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

AfB: | | | | | |

 Aftad---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.12

 | | | | | |

AnB: | | | | | |

 Annalake------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.12

 | | | | | |

AtB: | | | | | |

 Antigo--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.12

 | | | | | |

AuA: | | | | | |

 Au Gres-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Too sandy |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Too sandy |1.00 | saturated zone | | Too sandy |1.00

 | | | | | |

CeB: | | | | | |

 Cress---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.12

 | | | | | |

CeC: | | | | | |

 Cress---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

CeD: | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

CmA: | | | | | |

 Crex----------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | |

CrB: | | | | | |

 Cromwell------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.12

 | | | | | |

CrC: | | | | | |

 Cromwell------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

CrD: | | | | | |

 Cromwell------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

CsA: | | | | | |

 Croswell------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | |

FeB: | | | | | |

 Frechette-----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Gravel content |0.07

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |
226 Soil Survey of

Table 12a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Camp areas | Picnic areas | Playgrounds

 component name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

FeC: | | | | | |

 Frechette-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | Gravel content |0.07

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

FeD: | | | | | |

 Frechette-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Gravel content |0.07

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

FrB: | | | | | |

 Frechette-----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Gravel content |0.03

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

FrC: | | | | | |

 Frechette-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | Gravel content |0.03

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

FrD: | | | | | |

 Frechette-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Gravel content |0.03

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

GaB: | | | | | |

 Grayling------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | Slope |0.12

 | | | | | |

GaC: | | | | | |

 Grayling------------|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

 | | | | | |

GaD: | | | | | |

 Grayling------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | Slope |1.00 | Slope |1.00 | Too sandy |1.00

 | | | | | |

GyB: | | | | | |

 Grayling------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | Slope |0.12

 | | | | | |

GyC: | | | | | |

 Grayling------------|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

 | | | | | |
Menominee County, Wisconsin 227

Table 12a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Camp areas | Picnic areas | Playgrounds

 component name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

GyD: | | | | | |

 Grayling------------|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

 | | | | | |

IgA: | | | | | |

 Ingalls-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Too sandy |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Too sandy |1.00 | saturated zone | | Too sandy |1.00

 | Restricted |0.21 | Restricted |0.21 | Restricted |0.21

 | permeability | | permeability | | permeability |

 | | | | | |

IsB: | | | | | |

 Iosco---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Too sandy |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Too sandy |1.00 | saturated zone | | Too sandy |1.00

 | | | | | |

IxB: | | | | | |

 Ishpeming-----------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | Restricted |1.00 | Restricted |1.00 | Restricted |1.00

 | permeability | | permeability | | permeability |

 | | | | | Slope |0.50

 | | | | | Depth to bedrock |0.42

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

IxC: | | | | | |

 Ishpeming-----------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | Restricted |1.00 | Restricted |1.00 | Too sandy |1.00

 | permeability | | permeability | | Restricted |1.00

 | Slope |0.37 | Slope |0.37 | permeability |

 | | | | | Depth to bedrock |0.42

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

KaB: | | | | | |

 Karlin--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.12

 | | | | | |

KaC: | | | | | |

 Karlin--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

KaD: | | | | | |

 Karlin--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

KeC: | | | | | |

 Kennan--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | Content of large |0.20

 | | | | | stones |

 | | | | | |
228 Soil Survey of

Table 12a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Camp areas | Picnic areas | Playgrounds

 component name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

KeD: | | | | | |

 Kennan--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Content of large |0.20

 | | | | | stones |

 | | | | | |

KoC: | | | | | |

 Kennan--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | Content of large |0.11

 | | | | | stones |

 | | | | | |

KoD: | | | | | |

 Kennan--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Content of large |0.11

 | | | | | stones |

 | | | | | |

KxB: | | | | | |

 Keshena-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Gravel content |0.03

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

LaB: | | | | | |

 Lablatz-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

LDF: | | | | | |

 Landfill------------|Not rated | |Not rated | |Not rated |

 | | | | | |

LoA: | | | | | |

 Loxley--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too acid |1.00 | Too acid |1.00 | Too acid |1.00

 | | | | | |

LuA: | | | | | |

 Lupton--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Flooding |1.00 | Flooding |0.40 | Flooding |1.00

 | | | | | |

 Markey--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Flooding |1.00 | Content of |1.00 | Content of |1.00

 | Content of |1.00 | organic matter | | organic matter |

 | organic matter | | Flooding |0.40 | Flooding |1.00

 | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Flooding |1.00 | Flooding |0.40 | Flooding |1.00

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |
Menominee County, Wisconsin 229

Table 12a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Camp areas | Picnic areas | Playgrounds

 component name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

MaB: | | | | | |

 Mahtomedi-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.72 | Too sandy |0.72 | Too sandy |0.72

 | | | | | Gravel content |0.48

 | | | | | Slope |0.12

 | | | | | |

MaC: | | | | | |

 Mahtomedi-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Too sandy |0.72 | Too sandy |0.72 | Slope |1.00

 | Slope |0.37 | Slope |0.37 | Too sandy |0.72

 | | | | | Gravel content |0.48

 | | | | | |

MaD: | | | | | |

 Mahtomedi-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too sandy |0.72 | Too sandy |0.72 | Too sandy |0.72

 | | | | | Gravel content |0.48

 | | | | | |

MoC: | | | | | |

 Menominee-----------|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

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

MoD: | | | | | |

 Menominee-----------|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

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

MqB: | | | | | |

 Mequithy------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Depth to bedrock |0.42

 | | | | | Gravel content |0.02

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

MqC: | | | | | |

 Mequithy------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | Depth to bedrock |0.42

 | | | | | Gravel content |0.02

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

MuA: | | | | | |

 Minocqua------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Flooding |1.00 | Flooding |0.40 | Flooding |1.00

 | | | | | |
230 Soil Survey of

Table 12a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Camp areas | Picnic areas | Playgrounds

 component name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

MwB: | | | | | |

 Moodig--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Content of large |0.11

 | | | | | stones |

 | | | | | |

MxB: | | | | | |

 Morganlake----------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | Restricted |0.21 | Restricted |0.21 | Restricted |0.21

 | permeability | | permeability | | permeability |

 | | | | | Slope |0.12

 | | | | | |

MzB: | | | | | |

 Moshawquit----------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | Slope |0.50

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

MzC: | | | | | |

 Moshawquit----------|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

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

NeA: | | | | | |

 Neconish------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | |

NoB: | | | | | |

 Neopit--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Content of large |0.11

 | | | | | stones |

 | | | | | |

NpB: | | | | | |

 Neopit--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Content of large |0.11

 | | | | | stones |

 | | | | | |

NsA: | | | | | |

 Noseum--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

PaB: | | | | | |

 Padus---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.12

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

PaC: | | | | | |

 Padus---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |
Menominee County, Wisconsin 231

Table 12a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Camp areas | Picnic areas | Playgrounds

 component name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

PaD: | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

PbB: | | | | | |

 Padwet--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.12

 | | | | | Gravel content |0.03

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

PeB: | | | | | |

 Pecore--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

PeC: | | | | | |

 Pecore--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

PeD: | | | | | |

 Pecore--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

PnB: | | | | | |

 Pence---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.12

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

PnC: | | | | | |

 Pence---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

PnD: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

PrB: | | | | | |

 Perote--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

PrC: | | | | | |

 Perote--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.16 | Slope |0.16 | Slope |1.00

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |
232 Soil Survey of

Table 12a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Camp areas | Picnic areas | Playgrounds

 component name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

PrD: | | | | | |

 Perote--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

PsB: | | | | | |

 Peshtigo------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Gravel content |0.13

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

Pt: | | | | | |

 Pits, gravel--------|Not rated | |Not rated | |Not rated |

 | | | | | |

RaB: | | | | | |

 Rabe----------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | Slope |0.50

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

RaC: | | | | | |

 Rabe----------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | Slope |0.16 | Slope |0.16 | Too sandy |1.00

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

RaD: | | | | | |

 Rabe----------------|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

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

RbA: | | | | | |

 Robago--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

RcA: | | | | | |

 Roscommon-----------|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

 | | | | | |

RoB: | | | | | |

 Rosholt-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.12

 | | | | | Gravel content |0.04

 | | | | | |

RoC: | | | | | |

 Rosholt-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | Gravel content |0.04

 | | | | | |
Menominee County, Wisconsin 233

Table 12a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Camp areas | Picnic areas | Playgrounds

 component name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

RoD: | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Gravel content |0.04

 | | | | | |

RsB: | | | | | |

 Rousseau------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | Slope |0.12

 | | | | | |

RsC: | | | | | |

 Rousseau------------|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

 | | | | | |

RsD: | | | | | |

 Rousseau------------|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

 | | | | | |

ScA: | | | | | |

 Scott Lake----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Gravel content |0.03

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

SfB: | | | | | |

 Shawano-------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | Slope |0.12

 | | | | | |

SfC: | | | | | |

 Shawano-------------|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

 | | | | | |

SfD: | | | | | |

 Shawano-------------|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

 | | | | | |

SuA: | | | | | |

 Sunia---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Gravel content |0.04

 | | | | | |

TlC: | | | | | |

 Tilleda-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | Gravel content |0.04

 | | | | | |

TlD: | | | | | |

 Tilleda-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Gravel content |0.04

 | | | | | |

TmA: | | | | | |

 Tipler--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |
234 Soil Survey of

Table 12a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Camp areas | Picnic areas | Playgrounds

 component name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

ToB: | | | | | |

 Tourtillotte--------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | Slope |0.12

 | | | | | |

ToC: | | | | | |

 Tourtillotte--------|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

 | | | | | |

UdD: | | | | | |

 Udipsamments | | | | | |

 (earthen dam)------|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

 | | | | | |

VsB: | | | | | |

 Vilas---------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | Slope |0.12

 | | | | | |

VsC: | | | | | |

 Vilas---------------|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

 | | | | | |

VsD: | | | | | |

 Vilas---------------|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

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

WaA: | | | | | |

 Wainola-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Too sandy |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Too sandy |1.00 | saturated zone | | Too sandy |1.00

 | | | | | |

WkB: | | | | | |

 Wayka---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Content of large |0.11

 | | | | | stones |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

WrA: | | | | | |

 Worcester-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

WtA: | | | | | |

 Wormet--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |
Menominee County, Wisconsin 235

Table 12a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Camp areas | Picnic areas | Playgrounds

 component name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

WuA: | | | | | |

 Wurtsmith-----------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | | ___________________________________________________________________________________________________
236 Soil Survey of

Table 12b.--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. See text for further explanation of ratings in

 this table)

___________________________________________________________________________________________________

 | | |

 Map symbol and | Paths and trails | Off-road | Golf fairways

 component name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

AfB: | | | | | |

 Aftad---------------|Not limited | |Not limited | |Not limited |

 | | | | | |

AnB: | | | | | |

 Annalake------------|Not limited | |Not limited | |Not limited |

 | | | | | |

AtB: | | | | | |

 Antigo--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

AuA: | | | | | |

 Au Gres-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too sandy |1.00 | Too sandy |1.00 | |

 | | | | | |

CeB: | | | | | |

 Cress---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.59

 | | | | | |

CeC: | | | | | |

 Cress---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.59

 | | | | | Slope |0.37

 | | | | | |

CeD: | | | | | |

 Cress---------------|Very limited | |Not limited | |Very limited |

 | Slope |1.00 | | | Slope |1.00

 | | | | | Droughty |0.59

 | | | | | |

CmA: | | | | | |

 Crex----------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.10

 | | | | | |

CrB: | | | | | |

 Cromwell------------|Not limited | |Not limited | |Not limited |

 | | | | | |

CrC: | | | | | |

 Cromwell------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.37

 | | | | | |

CrD: | | | | | |

 Cromwell------------|Very limited | |Not limited | |Very limited |

 | Slope |1.00 | | | Slope |1.00

 | | | | | |

CsA: | | | | | |

 Croswell------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.01

 | | | | | |

FeB: | | | | | |

 Frechette-----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |
Menominee County, Wisconsin 237

Table 12b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Paths and trails | Off-road | Golf fairways

 component name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

FeC: | | | | | |

 Frechette-----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.37

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

FeD: | | | | | |

 Frechette-----------|Very limited | |Not limited | |Very limited |

 | Slope |1.00 | | | Slope |1.00

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

FrB: | | | | | |

 Frechette-----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

FrC: | | | | | |

 Frechette-----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.37

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

FrD: | | | | | |

 Frechette-----------|Very limited | |Not limited | |Very limited |

 | Slope |1.00 | | | Slope |1.00

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

GaB: | | | | | |

 Grayling------------|Very limited | |Very limited | |Not limited |

 | Too sandy |1.00 | Too sandy |1.00 | |

 | | | | | |

GaC: | | | | | |

 Grayling------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |0.37

 | | | | | |

GaD: | | | | | |

 Grayling------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | Slope |1.00 | | | |

 | | | | | |

GyB: | | | | | |

 Grayling------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.08

 | | | | | |

GyC: | | | | | |

 Grayling------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |0.37

 | | | | | Droughty |0.08

 | | | | | |

GyD: | | | | | |

 Grayling------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | Slope |1.00 | | | Droughty |0.08

 | | | | | |

IgA: | | | | | |

 Ingalls-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too sandy |1.00 | Too sandy |1.00 | |

 | | | | | |
238 Soil Survey of

Table 12b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Paths and trails | Off-road | Golf fairways

 component name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

IsB: | | | | | |

 Iosco---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too sandy |1.00 | Too sandy |1.00 | |

 | | | | | |

IxB: | | | | | |

 Ishpeming-----------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Depth to bedrock |0.42

 | | | | | Droughty |0.30

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

IxC: | | | | | |

 Ishpeming-----------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Depth to bedrock |0.42

 | | | | | Slope |0.37

 | | | | | Droughty |0.30

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

KaB: | | | | | |

 Karlin--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Droughty |0.02

 | | | | | |

KaC: | | | | | |

 Karlin--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.37

 | | | | | Droughty |0.02

 | | | | | |

KaD: | | | | | |

 Karlin--------------|Very limited | |Not limited | |Very limited |

 | Slope |1.00 | | | Slope |1.00

 | | | | | Droughty |0.02

 | | | | | |

KeC: | | | | | |

 Kennan--------------|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |0.37

 | | | | | Content of large |0.20

 | | | | | stones |

 | | | | | |

KeD: | | | | | |

 Kennan--------------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |1.00 | | | Content of large |0.20

 | | | | | stones |

 | | | | | |

KoC: | | | | | |

 Kennan--------------|Very limited | |Very limited | |Somewhat limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |0.37

 | | | | | Content of large |0.11

 | | | | | stones |

 | | | | | |

KoD: | | | | | |

 Kennan--------------|Very limited | |Very limited | |Very limited |

 | Water erosion |1.00 | Water erosion |1.00 | Slope |1.00

 | Slope |1.00 | | | Content of large |0.11

 | | | | | stones |

 | | | | | |
Menominee County, Wisconsin 239

Table 12b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Paths and trails | Off-road | Golf fairways

 component name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

KxB: | | | | | |

 Keshena-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

LaB: | | | | | |

 Lablatz-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

LDF: | | | | | |

 Landfill------------|Not rated | |Not rated | |Not rated |

 | | | | | |

LoA: | | | | | |

 Loxley--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Too acid |1.00

 | | | | | |

LuA: | | | | | |

 Lupton--------------|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 |

 | | | | | |

 Markey--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Content of |1.00

 | Content of |1.00 | Content of |1.00 | organic matter |

 | organic matter | | organic matter | | Depth to |1.00

 | Flooding |0.40 | Flooding |0.40 | saturated zone |

 | | | | | |

 Cathro--------------|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 |

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

MaB: | | | | | |

 Mahtomedi-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.72 | Too sandy |0.72 | Droughty |0.84

 | | | | | |

MaC: | | | | | |

 Mahtomedi-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Too sandy |0.72 | Too sandy |0.72 | Droughty |0.84

 | | | | | Slope |0.37

 | | | | | |

MaD: | | | | | |

 Mahtomedi-----------|Very limited | |Somewhat limited | |Very limited |

 | Slope |1.00 | Too sandy |0.72 | Slope |1.00

 | Too sandy |0.72 | | | Droughty |0.84

 | | | | | |

MoC: | | | | | |

 Menominee-----------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |0.37

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |
240 Soil Survey of

Table 12b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Paths and trails | Off-road | Golf fairways

 component name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

MoD: | | | | | |

 Menominee-----------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | Slope |1.00 | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

MqB: | | | | | |

 Mequithy------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to bedrock |0.42

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

MqC: | | | | | |

 Mequithy------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Depth to bedrock |0.42

 | | | | | Slope |0.37

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

MuA: | | | | | |

 Minocqua------------|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 |

 | | | | | |

MwB: | | | | | |

 Moodig--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Content of large |0.11

 | | | | | stones |

 | | | | | |

MxB: | | | | | |

 Morganlake----------|Very limited | |Very limited | |Not limited |

 | Too sandy |1.00 | Too sandy |1.00 | |

 | | | | | |

MzB: | | | | | |

 Moshawquit----------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Content of large |0.01

 | | | | | stones |

 | | | | | |

MzC: | | | | | |

 Moshawquit----------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |0.37

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

NeA: | | | | | |

 Neconish------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.04

 | | | | | |

NoB: | | | | | |

 Neopit--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.11

 | | | | | stones |

 | | | | | |
Menominee County, Wisconsin 241

Table 12b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Paths and trails | Off-road | Golf fairways

 component name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

NpB: | | | | | |

 Neopit--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.11

 | | | | | stones |

 | | | | | |

NsA: | | | | | |

 Noseum--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

PaB: | | | | | |

 Padus---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

PaC: | | | | | |

 Padus---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.37

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

PaD: | | | | | |

 Padus---------------|Very limited | |Not limited | |Very limited |

 | Slope |1.00 | | | Slope |1.00

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

PbB: | | | | | |

 Padwet--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

PeB: | | | | | |

 Pecore--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

PeC: | | | | | |

 Pecore--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.37

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

PeD: | | | | | |

 Pecore--------------|Very limited | |Not limited | |Very limited |

 | Slope |1.00 | | | Slope |1.00

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

PnB: | | | | | |

 Pence---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | Droughty |0.01

 | | | | | |

PnC: | | | | | |

 Pence---------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.37

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | Droughty |0.01

 | | | | | |
242 Soil Survey of

Table 12b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Paths and trails | Off-road | Golf fairways

 component name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

PnD: | | | | | |

 Pence---------------|Very limited | |Not limited | |Very limited |

 | Slope |1.00 | | | Slope |1.00

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | Droughty |0.01

 | | | | | |

PrB: | | | | | |

 Perote--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

PrC: | | | | | |

 Perote--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.16

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

PrD: | | | | | |

 Perote--------------|Very limited | |Not limited | |Very limited |

 | Slope |1.00 | | | Slope |1.00

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

PsB: | | | | | |

 Peshtigo------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

Pt: | | | | | |

 Pits, gravel--------|Not rated | |Not rated | |Not rated |

 | | | | | |

RaB: | | | | | |

 Rabe----------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Content of large |0.01

 | | | | | stones |

 | | | | | |

RaC: | | | | | |

 Rabe----------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |0.16

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

RaD: | | | | | |

 Rabe----------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | Slope |1.00 | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

RbA: | | | | | |

 Robago--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

RcA: | | | | | |

 Roscommon-----------|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 |

 | | | | | |
Menominee County, Wisconsin 243

Table 12b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Paths and trails | Off-road | Golf fairways

 component name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

RoB: | | | | | |

 Rosholt-------------|Not limited | |Not limited | |Not limited |

 | | | | | |

RoC: | | | | | |

 Rosholt-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.37

 | | | | | |

RoD: | | | | | |

 Rosholt-------------|Very limited | |Not limited | |Very limited |

 | Slope |1.00 | | | Slope |1.00

 | | | | | |

RsB: | | | | | |

 Rousseau------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.19

 | | | | | |

RsC: | | | | | |

 Rousseau------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |0.37

 | | | | | Droughty |0.19

 | | | | | |

RsD: | | | | | |

 Rousseau------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | Slope |1.00 | | | Droughty |0.19

 | | | | | |

ScA: | | | | | |

 Scott Lake----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

SfB: | | | | | |

 Shawano-------------|Very limited | |Very limited | |Not limited |

 | Too sandy |1.00 | Too sandy |1.00 | |

SfC: | | | | | |

 Shawano-------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |0.37

 | | | | | |

SfD: | | | | | |

 Shawano-------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | Slope |1.00 | | | |

 | | | | | |

SuA: | | | | | |

 Sunia---------------|Not limited | |Not limited | |Not limited |

 | | | | | |

TlC: | | | | | |

 Tilleda-------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.37

 | | | | | |

TlD: | | | | | |

 Tilleda-------------|Very limited | |Not limited | |Very limited |

 | Slope |1.00 | | | Slope |1.00

 | | | | | |

TmA: | | | | | |

 Tipler--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

ToB: | | | | | |

 Tourtillotte--------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.02

 | | | | | |
244 Soil Survey of

Table 12b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Paths and trails | Off-road | Golf fairways

 component name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

ToC: | | | | | |

 Tourtillotte--------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |0.37

 | | | | | Droughty |0.02

 | | | | | |

UdD: | | | | | |

 Udipsamments | | | | | |

 (earthen dam)------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | Slope |1.00 | | | Droughty |1.00

 | | | | | Too sandy |0.50

 | | | | | |

VsB: | | | | | |

 Vilas---------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.06

 | | | | | |

VsC: | | | | | |

 Vilas---------------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |0.37

 | | | | | Droughty |0.06

 | | | | | |

VsD: | | | | | |

 Vilas---------------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Slope |1.00

 | Slope |1.00 | | | Droughty |0.06

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

WaA: | | | | | |

 Wainola-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too sandy |1.00 | Too sandy |1.00 | |

 | | | | | |

WkB: | | | | | |

 Wayka---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Depth to bedrock |0.42

 | | | | | Content of large |0.11

 | | | | | stones |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

WrA: | | | | | |

 Worcester-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Content of large |0.01

 | | | | | stones |

 | | | | | |

WtA: | | | | | |

 Wormet--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Content of large |0.03

 | | | | | stones |

 | | | | | |
Menominee County, Wisconsin 245

Table 12b.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Paths and trails | Off-road | Golf fairways

 component name | | motorcycle trails |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

WuA: | | | | | |

 Wurtsmith-----------|Very limited | |Very limited | |Somewhat limited |

 | Too sandy |1.00 | Too sandy |1.00 | Droughty |0.01

 | | | | | | ___________________________________________________________________________________________________
246 Soil Survey of

Table 13.--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-

 component name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

AfB: | | | | | | | | | |

 Aftad-------------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

AnB: | | | | | | | | | |

 Annalake----------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

AtB: | | | | | | | | | |

 Antigo------------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

AuA: | | | | | | | | | |

 Au Gres-----------------|Poor |Fair |Good |Good |Good |Poor |Poor |Fair |Good |Poor

 | | | | | | | | | |

CeB: | | | | | | | | | |

 Cress-------------------|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

CeC: | | | | | | | | | |

 Cress-------------------|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

CeD: | | | | | | | | | |

 Cress-------------------|Poor |Fair |Fair |Fair |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

CmA: | | | | | | | | | |

 Crex--------------------|Poor |Fair |Good |Poor |Fair |Poor |Very |Fair |Poor |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

CrB: | | | | | | | | | |

 Cromwell----------------|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

CrC: | | | | | | | | | |

 Cromwell----------------|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

CrD: | | | | | | | | | |

 Cromwell----------------|Poor |Fair |Fair |Fair |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

CsA: | | | | | | | | | |

 Croswell----------------|Poor |Fair |Fair |Fair |Fair |Poor |Very |Fair |Fair |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

FeB: | | | | | | | | | |

 Frechette---------------|Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

FeC: | | | | | | | | | |

 Frechette---------------|Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

FeD: | | | | | | | | | |

 Frechette---------------|Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |
Menominee County, Wisconsin 247

Table 13.--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-

 component name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

FrB: | | | | | | | | | |

 Frechette---------------|Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

FrC: | | | | | | | | | |

 Frechette---------------|Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

FrD: | | | | | | | | | |

 Frechette---------------|Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

GaB: | | | | | | | | | |

 Grayling----------------|Poor |Poor |Fair |Poor |Poor |Poor |Very |Poor |Poor |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

GaC: | | | | | | | | | |

 Grayling----------------|Poor |Poor |Fair |Poor |Poor |Very |Very |Poor |Poor |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

GaD: | | | | | | | | | |

 Grayling----------------|Very |Poor |Fair |Poor |Poor |Very |Very |Poor |Poor |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

GyB: | | | | | | | | | |

 Grayling----------------|Poor |Poor |Fair |Poor |Poor |Poor |Very |Poor |Poor |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

GyC: | | | | | | | | | |

 Grayling----------------|Poor |Poor |Fair |Poor |Poor |Very |Very |Poor |Poor |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

GyD: | | | | | | | | | |

 Grayling----------------|Very |Poor |Fair |Poor |Poor |Very |Very |Poor |Poor |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

IgA: | | | | | | | | | |

 Ingalls-----------------|Fair |Fair |Good |Fair |Fair |Fair |Fair |Fair |Fair |Fair

 | | | | | | | | | |

IsB: | | | | | | | | | |

 Iosco-------------------|Fair |Fair |Good |Good |Good |Fair |Fair |Fair |Good |Fair

 | | | | | | | | | |

IxB: | | | | | | | | | |

 Ishpeming---------------|Poor |Fair |Fair |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Rock outcrop. | | | | | | | | | |

 | | | | | | | | | |

IxC: | | | | | | | | | |

 Ishpeming---------------|Poor |Fair |Fair |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Rock outcrop. | | | | | | | | | |

 | | | | | | | | | |

KaB: | | | | | | | | | |

 Karlin------------------|Fair |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

KaC: | | | | | | | | | |

 Karlin------------------|Fair |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |
248 Soil Survey of

Table 13.--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-

 component name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

KaD: | | | | | | | | | |

 Karlin------------------|Very |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

KeC: | | | | | | | | | |

 Kennan------------------|Very |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

KeD: | | | | | | | | | |

 Kennan------------------|Very |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

KoC: | | | | | | | | | |

 Kennan------------------|Very |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

KoD: | | | | | | | | | |

 Kennan------------------|Very |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

KxB: | | | | | | | | | |

 Keshena-----------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

LaB: | | | | | | | | | |

 Lablatz-----------------|Good |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

LDF. | | | | | | | | | |

 Landfill | | | | | | | | | |

 | | | | | | | | | |

LoA: | | | | | | | | | |

 Loxley------------------|Very |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | poor | | | | | | | | |

 | | | | | | | | | |

LuA: | | | | | | | | | |

 Lupton------------------|Poor |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | | | | | | | | | |

 Markey------------------|Poor |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | | | | | | | | | |

 Cathro------------------|Poor |Poor |Poor |Poor |Poor |Good |Good |Poor |Poor |Good

 | | | | | | | | | |

M-W. | | | | | | | | | |

 Miscellaneous water | | | | | | | | | |

 | | | | | | | | | |

MaB: | | | | | | | | | |

 Mahtomedi---------------|Poor |Fair |Fair |Poor |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

MaC: | | | | | | | | | |

 Mahtomedi---------------|Poor |Fair |Fair |Poor |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

MaD: | | | | | | | | | |

 Mahtomedi---------------|Very |Poor |Fair |Poor |Fair |Very |Very |Poor |Fair |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

MoC: | | | | | | | | | |

 Menominee---------------|Fair |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

MoD: | | | | | | | | | |

 Menominee---------------|Poor |Poor |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |
Menominee County, Wisconsin 249

Table 13.--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-

 component name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

MqB: | | | | | | | | | |

 Mequithy----------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

 Rock outcrop. | | | | | | | | | |

 | | | | | | | | | |

MqC: | | | | | | | | | |

 Mequithy----------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

 Rock outcrop. | | | | | | | | | |

 | | | | | | | | | |

MuA: | | | | | | | | | |

 Minocqua----------------|Fair |Good |Fair |Fair |Fair |Good |Fair |Fair |Fair |Fair

 | | | | | | | | | |

MwB: | | | | | | | | | |

 Moodig------------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

MxB: | | | | | | | | | |

 Morganlake--------------|Fair |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

MzB: | | | | | | | | | |

 Moshawquit--------------|Poor |Fair |Good |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

MzC: | | | | | | | | | |

 Moshawquit--------------|Poor |Fair |Good |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

NeA: | | | | | | | | | |

 Neconish----------------|Poor |Poor |Fair |Fair |Fair |Poor |Very |Poor |Fair |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

NoB: | | | | | | | | | |

 Neopit------------------|Poor |Fair |Good |Good |Good |Poor |Very |Fair |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

NpB: | | | | | | | | | |

 Neopit------------------|Poor |Fair |Good |Good |Good |Poor |Very |Fair |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

NsA: | | | | | | | | | |

 Noseum------------------|Fair |Fair |Good |Good |Good |Poor |Very |Fair |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

PaB: | | | | | | | | | |

 Padus-------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

PaC: | | | | | | | | | |

 Padus-------------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

PaD: | | | | | | | | | |

 Padus-------------------|Poor |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

PbB: | | | | | | | | | |

 Padwet------------------|Fair |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |
250 Soil Survey of

Table 13.--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-

 component name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

PeB: | | | | | | | | | |

 Pecore------------------|Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

PeC: | | | | | | | | | |

 Pecore------------------|Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

PeD: | | | | | | | | | |

 Pecore------------------|Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

PnB: | | | | | | | | | |

 Pence-------------------|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

PnC: | | | | | | | | | |

 Pence-------------------|Fair |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

PnD: | | | | | | | | | |

 Pence-------------------|Poor |Fair |Fair |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

PrB: | | | | | | | | | |

 Perote------------------|Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

PrC: | | | | | | | | | |

 Perote------------------|Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

PrD: | | | | | | | | | |

 Perote------------------|Good |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

PsB: | | | | | | | | | |

 Peshtigo----------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

Pt. | | | | | | | | | |

 Pits, gravel | | | | | | | | | |

 | | | | | | | | | |

RaB: | | | | | | | | | |

 Rabe--------------------|Poor |Fair |Good |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

RaC: | | | | | | | | | |

 Rabe--------------------|Poor |Fair |Good |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

RaD: | | | | | | | | | |

 Rabe--------------------|Poor |Fair |Good |Fair |Fair |Very |Very |Fair |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

RbA: | | | | | | | | | |

 Robago------------------|Fair |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

RcA: | | | | | | | | | |

 Roscommon---------------|Poor |Poor |Poor |Fair |Fair |Good |Good |Poor |Fair |Good

 | | | | | | | | | |
Menominee County, Wisconsin 251

Table 13.--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-

 component name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

RoB: | | | | | | | | | |

 Rosholt-----------------|Good |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

RoC: | | | | | | | | | |

 Rosholt-----------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

RoD: | | | | | | | | | |

 Rosholt-----------------|Very |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

RsB: | | | | | | | | | |

 Rousseau----------------|Fair |Fair |Good |Good |Good |Poor |Very |Fair |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

RsC: | | | | | | | | | |

 Rousseau----------------|Fair |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

RsD: | | | | | | | | | |

 Rousseau----------------|Very |Poor |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

ScA: | | | | | | | | | |

 Scott Lake--------------|Fair |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

SfB: | | | | | | | | | |

 Shawano-----------------|Poor |Poor |Fair |Poor |Poor |Very |Very |Poor |Poor |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

SfC: | | | | | | | | | |

 Shawano-----------------|Poor |Poor |Fair |Poor |Poor |Very |Very |Poor |Poor |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

SfD: | | | | | | | | | |

 Shawano-----------------|Very |Very |Fair |Poor |Poor |Very |Very |Poor |Poor |Very

 | poor | poor | | | | poor | poor | | | poor

 | | | | | | | | | |

SuA: | | | | | | | | | |

 Sunia-------------------|Fair |Fair |Good |Good |Good |Poor |Very |Fair |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

TlC: | | | | | | | | | |

 Tilleda-----------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

TlD: | | | | | | | | | |

 Tilleda-----------------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

TmA: | | | | | | | | | |

 Tipler------------------|Fair |Good |Good |Good |Good |Poor |Very |Good |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |

ToB: | | | | | | | | | |

 Tourtillotte------------|Poor |Poor |Fair |Fair |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

ToC: | | | | | | | | | |

 Tourtillotte------------|Poor |Poor |Fair |Fair |Fair |Poor |Very |Poor |Fair |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | |
252 Soil Survey of

Table 13.--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-

 component name | seed | and | ceous | wood | erous |plants | water | wild- | wild- | life

 | crops |legumes|plants | trees |plants | | areas | life | life | ____________________________________________________________________________________________________________

 | | | | | | | | | |

UdD: | | | | | | | | | |

 Udipsamments (earthen | | | | | | | | | |

 dam)-------------------|Very |Poor |Fair |Poor |Poor |Very |Very |Poor |Poor |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

VsB: | | | | | | | | | |

 Vilas-------------------|Poor |Fair |Fair |Poor |Poor |Very |Very |Fair |Poor |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

VsC: | | | | | | | | | |

 Vilas-------------------|Poor |Fair |Fair |Poor |Poor |Very |Very |Fair |Poor |Very

 | | | | | | poor | poor | | | poor

 | | | | | | | | | |

VsD: | | | | | | | | | |

 Vilas-------------------|Very |Poor |Fair |Poor |Poor |Very |Very |Poor |Poor |Very

 | poor | | | | | poor | poor | | | poor

 | | | | | | | | | |

W. | | | | | | | | | |

 Water | | | | | | | | | |

 | | | | | | | | | |

WaA: | | | | | | | | | |

 Wainola-----------------|Fair |Fair |Fair |Good |Good |Poor |Poor |Fair |Good |Poor

 | | | | | | | | | |

WkB: | | | | | | | | | |

 Wayka-------------------|Fair |Good |Good |Good |Good |Poor |Poor |Good |Good |Poor

 | | | | | | | | | |

 Rock outcrop. | | | | | | | | | |

 | | | | | | | | | |

WrA: | | | | | | | | | |

 Worcester---------------|Good |Good |Good |Good |Good |Fair |Fair |Good |Good |Fair

 | | | | | | | | | |

WtA: | | | | | | | | | |

 Wormet------------------|Fair |Good |Good |Good |Good |Fair |Good |Good |Good |Fair

 | | | | | | | | | |

WuA: | | | | | | | | | |

 Wurtsmith---------------|Poor |Poor |Fair |Fair |Good |Poor |Very |Poor |Good |Very

 | | | | | | | poor | | | poor

 | | | | | | | | | | ____________________________________________________________________________________________________________
Menominee County, Wisconsin 253

Table 14a.--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. See text for further explanation of ratings in

 this table)

___________________________________________________________________________________________________

 | | |

 Map symbol and | Dwellings without | Dwellings with | Small commercial

 component name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

AfB: | | | | | |

 Aftad---------------|Not limited | |Very limited | |Not limited |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

AnB: | | | | | |

 Annalake------------|Not limited | |Very limited | |Not limited |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

AtB: | | | | | |

 Antigo--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

AuA: | | | | | |

 Au Gres-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

CeB: | | | | | |

 Cress---------------|Not limited | |Not limited | |Not limited |

 | | | | | |

CeC: | | | | | |

 Cress---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

CeD: | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

CmA: | | | | | |

 Crex----------------|Not limited | |Very limited | |Not limited |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

CrB: | | | | | |

 Cromwell------------|Not limited | |Not limited | |Not limited |

 | | | | | |

CrC: | | | | | |

 Cromwell------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

CrD: | | | | | |

 Cromwell------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

CsA: | | | | | |

 Croswell------------|Not limited | |Very limited | |Not limited |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

FeB: | | | | | |

 Frechette-----------|Not limited | |Not limited | |Not limited |

 | | | | | |

FeC: | | | | | |

 Frechette-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |
254 Soil Survey of

Table 14a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Dwellings without | Dwellings with | Small commercial

 component name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

FeD: | | | | | |

 Frechette-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

FrB: | | | | | |

 Frechette-----------|Not limited | |Not limited | |Not limited |

 | | | | | |

FrC: | | | | | |

 Frechette-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

FrD: | | | | | |

 Frechette-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

GaB: | | | | | |

 Grayling------------|Not limited | |Not limited | |Not limited |

 | | | | | |

GaC: | | | | | |

 Grayling------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

GaD: | | | | | |

 Grayling------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

GyB: | | | | | |

 Grayling------------|Not limited | |Not limited | |Not limited |

 | | | | | |

GyC: | | | | | |

 Grayling------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

GyD: | | | | | |

 Grayling------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

IgA: | | | | | |

 Ingalls-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

IsB: | | | | | |

 Iosco---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

IxB: | | | | | |

 Ishpeming-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to hard |0.42 | Depth to hard |1.00 | Depth to hard |0.42

 | bedrock | | bedrock | | bedrock |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

IxC: | | | | | |

 Ishpeming-----------|Somewhat limited | |Very limited | |Very limited |

 | Depth to hard |0.42 | Depth to hard |1.00 | Slope |1.00

 | bedrock | | bedrock | | Depth to hard |0.42

 | Slope |0.37 | Slope |0.37 | bedrock |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |
Menominee County, Wisconsin 255

Table 14a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Dwellings without | Dwellings with | Small commercial

 component name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

KaB: | | | | | |

 Karlin--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

KaC: | | | | | |

 Karlin--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

KaD: | | | | | |

 Karlin--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

KeC: | | | | | |

 Kennan--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

KeD: | | | | | |

 Kennan--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

KoC: | | | | | |

 Kennan--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

KoD: | | | | | |

 Kennan--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

KxB: | | | | | |

 Keshena-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Shrink-swell |0.50 | Depth to |1.00 | Shrink-swell |0.50

 | | | saturated zone | | |

 | | | Shrink-swell |0.50 | |

 | | | | | |

LaB: | | | | | |

 Lablatz-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

LDF: | | | | | |

 Landfill------------|Not rated | |Not rated | |Not rated |

 | | | | | |

LoA: | | | | | |

 Loxley--------------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | | | | | |

LuA: | | | | | |

 Lupton--------------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Content of |1.00 | Content of |1.00

 | organic matter | | organic matter | | organic matter |

 | | | | | |
256 Soil Survey of

Table 14a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Dwellings without | Dwellings with | Small commercial

 component name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

LuA: | | | | | |

 Markey--------------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | | | Content of |1.00

 | organic matter | | | | organic matter |

 | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | | | Content of |1.00

 | organic matter | | | | organic matter |

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

MaB: | | | | | |

 Mahtomedi-----------|Not limited | |Not limited | |Not limited |

 | | | | | |

MaC: | | | | | |

 Mahtomedi-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

MaD: | | | | | |

 Mahtomedi-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

MoC: | | | | | |

 Menominee-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Shrink-swell |0.50 | Slope |1.00

 | | | Slope |0.37 | |

 | | | | | |

MoD: | | | | | |

 Menominee-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Shrink-swell |0.50 | |

 | | | | | |

MqB: | | | | | |

 Mequithy------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to hard |0.42 | Depth to hard |1.00 | Depth to hard |0.42

 | bedrock | | bedrock | | bedrock |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

MqC: | | | | | |

 Mequithy------------|Somewhat limited | |Very limited | |Very limited |

 | Depth to hard |0.42 | Depth to hard |1.00 | Slope |1.00

 | bedrock | | bedrock | | Depth to hard |0.42

 | Slope |0.37 | Slope |0.37 | bedrock |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

MuA: | | | | | |

 Minocqua------------|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 |

 | | | | | |
Menominee County, Wisconsin 257

Table 14a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Dwellings without | Dwellings with | Small commercial

 component name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

MwB: | | | | | |

 Moodig--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

MxB: | | | | | |

 Morganlake----------|Not limited | |Very limited | |Not limited |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Shrink-swell |0.50 | |

 | | | | | |

MzB: | | | | | |

 Moshawquit----------|Not limited | |Not limited | |Not limited |

 | | | | | |

MzC: | | | | | |

 Moshawquit----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

NeA: | | | | | |

 Neconish------------|Not limited | |Very limited | |Not limited |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

NoB: | | | | | |

 Neopit--------------|Not limited | |Very limited | |Not limited |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

NpB: | | | | | |

 Neopit--------------|Not limited | |Very limited | |Not limited |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

NsA: | | | | | |

 Noseum--------------|Not limited | |Very limited | |Not limited |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

PaB: | | | | | |

 Padus---------------|Not limited | |Not limited | |Not limited |

 | | | | | |

PaC: | | | | | |

 Padus---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

PaD: | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

PbB: | | | | | |

 Padwet--------------|Not limited | |Very limited | |Not limited |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

PeB: | | | | | |

 Pecore--------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Shrink-swell |0.50

 | | | | | |

PeC: | | | | | |

 Pecore--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Slope |1.00

 | Slope |0.37 | Slope |0.37 | Shrink-swell |0.50

 | | | | | |
258 Soil Survey of

Table 14a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Dwellings without | Dwellings with | Small commercial

 component name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

PeD: | | | | | |

 Pecore--------------|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

 | | | | | |

PnB: | | | | | |

 Pence---------------|Not limited | |Not limited | |Not limited |

 | | | | | |

PnC: | | | | | |

 Pence---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

PnD: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

PrB: | | | | | |

 Perote--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

PrC: | | | | | |

 Perote--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.16 | Slope |0.16 | Slope |1.00

 | | | | | |

PrD: | | | | | |

 Perote--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

PsB: | | | | | |

 Peshtigo------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Shrink-swell |0.50 | Shrink-swell |0.44 | Shrink-swell |0.50

 | | | | | |

Pt: | | | | | |

 Pits, gravel--------|Not rated | |Not rated | |Not rated |

 | | | | | |

RaB: | | | | | |

 Rabe----------------|Not limited | |Not limited | |Not limited |

 | | | | | |

RaC: | | | | | |

 Rabe----------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.16 | Slope |0.16 | Slope |1.00

 | | | | | |

RaD: | | | | | |

 Rabe----------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

RbA: | | | | | |

 Robago--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

RcA: | | | | | |

 Roscommon-----------|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 |

 | | | | | |

RoB: | | | | | |

 Rosholt-------------|Not limited | |Not limited | |Not limited |

 | | | | | |
Menominee County, Wisconsin 259

Table 14a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Dwellings without | Dwellings with | Small commercial

 component name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

RoC: | | | | | |

 Rosholt-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

RoD: | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

RsB: | | | | | |

 Rousseau------------|Not limited | |Not limited | |Not limited |

 | | | | | |

RsC: | | | | | |

 Rousseau------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

RsD: | | | | | |

 Rousseau------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

ScA: | | | | | |

 Scott Lake----------|Not limited | |Very limited | |Not limited |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

SfB: | | | | | |

 Shawano-------------|Not limited | |Not limited | |Not limited |

 | | | | | |

SfC: | | | | | |

 Shawano-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

SfD: | | | | | |

 Shawano-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

SuA: | | | | | |

 Sunia---------------|Not limited | |Very limited | |Not limited |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

TlC: | | | | | |

 Tilleda-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Shrink-swell |0.50 | Shrink-swell |0.50 | Slope |1.00

 | Slope |0.37 | Slope |0.37 | Shrink-swell |0.50

 | | | | | |

TlD: | | | | | |

 Tilleda-------------|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

 | | | | | |

TmA: | | | | | |

 Tipler--------------|Not limited | |Very limited | |Not limited |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

ToB: | | | | | |

 Tourtillotte--------|Not limited | |Very limited | |Not limited |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |
260 Soil Survey of

Table 14a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Dwellings without | Dwellings with | Small commercial

 component name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

ToC: | | | | | |

 Tourtillotte--------|Somewhat limited | |Very limited | |Very limited |

 | Slope |0.37 | Depth to |1.00 | Slope |1.00

 | | | saturated zone | | |

 | | | Slope |0.37 | |

 | | | | | |

UdD: | | | | | |

 Udipsamments | | | | | |

 (earthen dam)------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

VsB: | | | | | |

 Vilas---------------|Not limited | |Not limited | |Not limited |

 | | | | | |

VsC: | | | | | |

 Vilas---------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.37 | Slope |0.37 | Slope |1.00

 | | | | | |

VsD: | | | | | |

 Vilas---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

WaA: | | | | | |

 Wainola-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

WkB: | | | | | |

 Wayka---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to hard |0.42 | Depth to hard |1.00 | Depth to hard |0.42

 | bedrock | | bedrock | | bedrock |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

WrA: | | | | | |

 Worcester-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

WtA: | | | | | |

 Wormet--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

WuA: | | | | | |

 Wurtsmith-----------|Not limited | |Very limited | |Not limited |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | | ___________________________________________________________________________________________________
Menominee County, Wisconsin 261

Table 14b.--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. See text for further explanation of ratings in

 this table)

___________________________________________________________________________________________________

 | | |

 Map symbol and | Local roads and | Shallow excavations | Lawns and landscaping

 component name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

AfB: | | | | | |

 Aftad---------------|Somewhat limited | |Very limited | |Not limited |

 | Frost action |0.50 | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

AnB: | | | | | |

 Annalake------------|Somewhat limited | |Very limited | |Not limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

AtB: | | | | | |

 Antigo--------------|Very limited | |Very limited | |Not limited |

 | Frost action |1.00 | Cutbanks cave |1.00 | |

 | | | | | |

AuA: | | | | | |

 Au Gres-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | | | |

CeB: | | | | | |

 Cress---------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.59

 | | | | | |

CeC: | | | | | |

 Cress---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Droughty |0.59

 | | | Slope |0.37 | Slope |0.37

 | | | | | |

CeD: | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |0.59

 | | | | | |

CmA: | | | | | |

 Crex----------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.10

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

CrB: | | | | | |

 Cromwell------------|Not limited | |Very limited | |Not limited |

 | | | Cutbanks cave |1.00 | |

 | | | | | |

CrC: | | | | | |

 Cromwell------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Slope |0.37

 | | | Slope |0.37 | |

 | | | | | |

CrD: | | | | | |

 Cromwell------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | |

 | | | | | |
262 Soil Survey of

Table 14b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Local roads and | Shallow excavations | Lawns and landscaping

 component name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

CsA: | | | | | |

 Croswell------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.01

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

FeB: | | | | | |

 Frechette-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |0.10 | Content of large |0.01

 | | | | | stones |

 | | | | | |

FeC: | | | | | |

 Frechette-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Frost action |0.50 | Slope |0.37 | Slope |0.37

 | Slope |0.37 | Cutbanks cave |0.10 | Content of large |0.01

 | | | | | stones |

 | | | | | |

FeD: | | | | | |

 Frechette-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |0.10 | Content of large |0.01

 | | | | | stones |

 | | | | | |

FrB: | | | | | |

 Frechette-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |0.10 | Content of large |0.01

 | | | | | stones |

 | | | | | |

FrC: | | | | | |

 Frechette-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Frost action |0.50 | Slope |0.37 | Slope |0.37

 | Slope |0.37 | Cutbanks cave |0.10 | Content of large |0.01

 | | | | | stones |

 | | | | | |

FrD: | | | | | |

 Frechette-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |0.10 | Content of large |0.01

 | | | | | stones |

 | | | | | |

GaB: | | | | | |

 Grayling------------|Not limited | |Very limited | |Not limited |

 | | | Cutbanks cave |1.00 | |

 | | | | | |

GaC: | | | | | |

 Grayling------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Slope |0.37

 | | | Slope |0.37 | |

 | | | | | |

GaD: | | | | | |

 Grayling------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | |

 | | | | | |

GyB: | | | | | |

 Grayling------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.08

 | | | | | |

GyC: | | | | | |

 Grayling------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Slope |0.37

 | | | Slope |0.37 | Droughty |0.08

 | | | | | |
Menominee County, Wisconsin 263

Table 14b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Local roads and | Shallow excavations | Lawns and landscaping

 component name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

GyD: | | | | | |

 Grayling------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |0.08

 | | | | | |

IgA: | | | | | |

 Ingalls-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | | | |

IsB: | | | | | |

 Iosco---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | | | |

IxB: | | | | | |

 Ishpeming-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to hard |0.42 | Depth to hard |1.00 | Depth to bedrock |0.42

 | bedrock | | bedrock | | Droughty |0.30

 | | | Cutbanks cave |1.00 | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

IxC: | | | | | |

 Ishpeming-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to hard |0.42 | Depth to hard |1.00 | Depth to bedrock |0.42

 | bedrock | | bedrock | | Slope |0.37

 | Slope |0.37 | Cutbanks cave |1.00 | Droughty |0.30

 | | | Slope |0.37 | Content of large |0.03

 | | | | | stones |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

KaB: | | | | | |

 Karlin--------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.02

 | | | | | |

KaC: | | | | | |

 Karlin--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Slope |0.37

 | | | Slope |0.37 | Droughty |0.02

 | | | | | |

KaD: | | | | | |

 Karlin--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |0.02

 | | | | | |

KeC: | | | | | |

 Kennan--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Slope |0.37

 | Slope |0.37 | Slope |0.37 | Content of large |0.20

 | | | | | stones |

 | | | | | |

KeD: | | | | | |

 Kennan--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |1.00 | Content of large |0.20

 | | | | | stones |

 | | | | | |
264 Soil Survey of

Table 14b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Local roads and | Shallow excavations | Lawns and landscaping

 component name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

KoC: | | | | | |

 Kennan--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Slope |0.37

 | Slope |0.37 | Slope |0.37 | Content of large |0.11

 | | | | | stones |

 | | | | | |

KoD: | | | | | |

 Kennan--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |1.00 | Content of large |0.11

 | | | | | stones |

 | | | | | |

KxB: | | | | | |

 Keshena-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Shrink-swell |0.50 | Depth to |1.00 | Content of large |0.01

 | Frost action |0.50 | saturated zone | | stones |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

LaB: | | | | | |

 Lablatz-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Cutbanks cave |0.10 | Content of large |0.01

 | | | | | stones |

 | | | | | |

LDF: | | | | | |

 Landfill------------|Not rated | |Not rated | |Not rated |

 | | | | | |

LoA: | | | | | |

 Loxley--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Subsidence |1.00 | Content of |1.00 | Too acid |1.00

 | Frost action |1.00 | organic matter | | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

LuA: | | | | | |

 Lupton--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Subsidence |1.00 | Content of |1.00 | saturated zone |

 | Flooding |1.00 | organic matter | | |

 | Frost action |1.00 | Flooding |0.80 | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |

 Markey--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Content of |1.00

 | Subsidence |1.00 | Cutbanks cave |1.00 | organic matter |

 | Frost action |1.00 | Content of |1.00 | Depth to |1.00

 | Flooding |1.00 | organic matter | | saturated zone |

 | | | Flooding |0.80 | |

 | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Subsidence |1.00 | Content of |1.00 | saturated zone |

 | Flooding |1.00 | organic matter | | |

 | Frost action |1.00 | Flooding |0.80 | |

 | | | Cutbanks cave |0.10 | |

 | | | | | |
Menominee County, Wisconsin 265

Table 14b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Local roads and | Shallow excavations | Lawns and landscaping

 component name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

MaB: | | | | | |

 Mahtomedi-----------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.84

 | | | | | |

MaC: | | | | | |

 Mahtomedi-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Droughty |0.84

 | | | Slope |0.37 | Slope |0.37

 | | | | | |

MaD: | | | | | |

 Mahtomedi-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |0.84

 | | | | | |

MoC: | | | | | |

 Menominee-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Slope |0.37

 | | | Slope |0.37 | Content of large |0.01

 | | | | | stones |

 | | | | | |

MoD: | | | | | |

 Menominee-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Content of large |0.01

 | | | | | stones |

 | | | | | |

MqB: | | | | | |

 Mequithy------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Depth to hard |1.00 | Depth to bedrock |0.42

 | Depth to hard |0.42 | bedrock | | Content of large |0.01

 | bedrock | | Cutbanks cave |0.10 | stones |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

MqC: | | | | | |

 Mequithy------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Depth to hard |1.00 | Depth to bedrock |0.42

 | Depth to hard |0.42 | bedrock | | Slope |0.37

 | bedrock | | Slope |0.37 | Content of large |0.01

 | Slope |0.37 | Cutbanks cave |0.10 | stones |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

MuA: | | | | | |

 Minocqua------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Frost action |1.00 | Cutbanks cave |1.00 | saturated zone |

 | Flooding |1.00 | Flooding |0.80 | |

 | | | Dense layer |0.50 | |

 | | | | | |

MwB: | | | | | |

 Moodig--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Cutbanks cave |0.10 | Content of large |0.11

 | | | | | stones |

 | | | | | |
266 Soil Survey of

Table 14b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Local roads and | Shallow excavations | Lawns and landscaping

 component name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

MxB: | | | | | |

 Morganlake----------|Not limited | |Very limited | |Not limited |

 | | | Cutbanks cave |1.00 | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

MzB: | | | | | |

 Moshawquit----------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Content of large |0.01

 | | | | | stones |

 | | | | | |

MzC: | | | | | |

 Moshawquit----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Slope |0.37

 | | | Slope |0.37 | Content of large |0.01

 | | | | | stones |

 | | | | | |

NeA: | | | | | |

 Neconish------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.04

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

NoB: | | | | | |

 Neopit--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Content of large |0.11

 | | | Depth to |1.00 | stones |

 | | | saturated zone | | |

 | | | | | |

NpB: | | | | | |

 Neopit--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Content of large |0.11

 | | | Depth to |1.00 | stones |

 | | | saturated zone | | |

 | | | | | |

NsA: | | | | | |

 Noseum--------------|Not limited | |Very limited | |Not limited |

 | | | Cutbanks cave |1.00 | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

PaB: | | | | | |

 Padus---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Content of large |0.01

 | | | | | stones |

 | | | | | |

PaC: | | | | | |

 Padus---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Slope |0.37

 | Slope |0.37 | Slope |0.37 | Content of large |0.01

 | | | | | stones |

 | | | | | |

PaD: | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |1.00 | Content of large |0.01

 | | | | | stones |

 | | | | | |
Menominee County, Wisconsin 267

Table 14b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Local roads and | Shallow excavations | Lawns and landscaping

 component name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

PbB: | | | | | |

 Padwet--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Content of large |0.01

 | | | Depth to |1.00 | stones |

 | | | saturated zone | | |

 | | | | | |

PeB: | | | | | |

 Pecore--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Shrink-swell |0.50 | Cutbanks cave |1.00 | Content of large |0.01

 | Frost action |0.50 | | | stones |

 | | | | | |

PeC: | | | | | |

 Pecore--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Shrink-swell |0.50 | Cutbanks cave |1.00 | Slope |0.37

 | Frost action |0.50 | Slope |0.37 | Content of large |0.01

 | Slope |0.37 | | | stones |

 | | | | | |

PeD: | | | | | |

 Pecore--------------|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 | | | stones |

 | | | | | |

PnB: | | | | | |

 Pence---------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Content of large |0.03

 | | | | | stones |

 | | | | | Droughty |0.01

 | | | | | |

PnC: | | | | | |

 Pence---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Slope |0.37

 | | | Slope |0.37 | Content of large |0.03

 | | | | | stones |

 | | | | | Droughty |0.01

 | | | | | |

PnD: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Content of large |0.03

 | | | | | stones |

 | | | | | Droughty |0.01

 | | | | | |

PrB: | | | | | |

 Perote--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Content of large |0.01

 | | | | | stones |

 | | | | | |

PrC: | | | | | |

 Perote--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Slope |0.16

 | Slope |0.16 | Slope |0.16 | Content of large |0.01

 | | | | | stones |

 | | | | | |

PrD: | | | | | |

 Perote--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |1.00 | Content of large |0.01

 | | | | | stones |

 | | | | | |
268 Soil Survey of

Table 14b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Local roads and | Shallow excavations | Lawns and landscaping

 component name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

PsB: | | | | | |

 Peshtigo------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Cutbanks cave |0.10 | Content of large |0.01

 | Shrink-swell |0.50 | | | stones |

 | | | | | |

Pt: | | | | | |

 Pits, gravel--------|Not rated | |Not rated | |Not rated |

 | | | | | |

RaB: | | | | | |

 Rabe----------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Content of large |0.01

 | | | | | stones |

 | | | | | |

RaC: | | | | | |

 Rabe----------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.16 | Cutbanks cave |1.00 | Slope |0.16

 | | | Slope |0.16 | Content of large |0.01

 | | | | | stones |

 | | | | | |

RaD: | | | | | |

 Rabe----------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Content of large |0.01

 | | | | | stones |

 | | | | | |

RbA: | | | | | |

 Robago--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Cutbanks cave |0.10 | |

 | | | | | |

RcA: | | | | | |

 Roscommon-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Flooding |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Flooding |1.00 | Cutbanks cave |1.00 | saturated zone |

 | Frost action |0.50 | Flooding |0.80 | |

 | | | | | |

RoB: | | | | | |

 Rosholt-------------|Somewhat limited | |Very limited | |Not limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | | | |

RoC: | | | | | |

 Rosholt-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Slope |0.37

 | Slope |0.37 | Slope |0.37 | |

 | | | | | |

RoD: | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | | | |

RsB: | | | | | |

 Rousseau------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.19

 | | | | | |

RsC: | | | | | |

 Rousseau------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Slope |0.37

 | | | Slope |0.37 | Droughty |0.19

 | | | | | |
Menominee County, Wisconsin 269

Table 14b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Local roads and | Shallow excavations | Lawns and landscaping

 component name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

RsD: | | | | | |

 Rousseau------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |0.19

 | | | | | |

ScA: | | | | | |

 Scott Lake----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Content of large |0.01

 | | | Depth to |1.00 | stones |

 | | | saturated zone | | |

 | | | | | |

SfB: | | | | | |

 Shawano-------------|Not limited | |Very limited | |Not limited |

 | | | Cutbanks cave |1.00 | |

 | | | | | |

SfC: | | | | | |

 Shawano-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Slope |0.37

 | | | Slope |0.37 | |

 | | | | | |

SfD: | | | | | |

 Shawano-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | |

 | | | | | |

SuA: | | | | | |

 Sunia---------------|Not limited | |Very limited | |Not limited |

 | | | Cutbanks cave |1.00 | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

TlC: | | | | | |

 Tilleda-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Shrink-swell |0.50 | Slope |0.37 | Slope |0.37

 | Frost action |0.50 | Cutbanks cave |0.10 | |

 | Slope |0.37 | | | |

 | | | | | |

TlD: | | | | | |

 Tilleda-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Shrink-swell |0.50 | Cutbanks cave |0.10 | |

 | Frost action |0.50 | | | |

 | | | | | |

TmA: | | | | | |

 Tipler--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Frost action |0.50 | Cutbanks cave |1.00 | Content of large |0.01

 | | | Depth to |1.00 | stones |

 | | | saturated zone | | |

 | | | | | |

ToB: | | | | | |

 Tourtillotte--------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.02

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | |

ToC: | | | | | |

 Tourtillotte--------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Slope |0.37

 | | | Depth to |1.00 | Droughty |0.02

 | | | saturated zone | | |

 | | | Slope |0.37 | |

 | | | | | |
270 Soil Survey of

Table 14b.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Local roads and | Shallow excavations | Lawns and landscaping

 component name | streets | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

UdD: | | | | | |

 Udipsamments | | | | | |

 (earthen dam)------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |1.00

 | | | | | Too sandy |0.50

 | | | | | |

VsB: | | | | | |

 Vilas---------------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.06

 | | | | | |

VsC: | | | | | |

 Vilas---------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Cutbanks cave |1.00 | Slope |0.37

 | | | Slope |0.37 | Droughty |0.06

 | | | | | |

VsD: | | | | | |

 Vilas---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00 | Droughty |0.06

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

WaA: | | | | | |

 Wainola-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00 | |

 | | | | | |

WkB: | | | | | |

 Wayka---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to hard |1.00 | Depth to |1.00

 | saturated zone | | bedrock | | saturated zone |

 | Frost action |1.00 | Depth to |1.00 | Depth to bedrock |0.42

 | Depth to hard |0.42 | saturated zone | | Content of large |0.11

 | bedrock | | Cutbanks cave |1.00 | stones |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

WrA: | | | | | |

 Worcester-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |1.00 | Cutbanks cave |1.00 | Content of large |0.01

 | | | | | stones |

 | | | | | |

WtA: | | | | | |

 Wormet--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00 | Content of large |0.03

 | | | | | stones |

 | | | | | |

WuA: | | | | | |

 Wurtsmith-----------|Not limited | |Very limited | |Somewhat limited |

 | | | Cutbanks cave |1.00 | Droughty |0.01

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | | | | ___________________________________________________________________________________________________
Menominee County, Wisconsin 271

Table 15a.--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. See text for further

 explanation of ratings in this table)

_________________________________________________________________________

 | |

 Map symbol and | Septic tank | Sewage lagoons

 component name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

AfB: | | | |

 Aftad---------------|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | Depth to |0.19

 | Restricted |0.46 | saturated zone |

 | permeability | | Slope |0.08

 | | | |

AnB: | | | |

 Annalake------------|Very limited | |Very limited |

 | Depth to |1.00 | Content of |1.00

 | saturated zone | | organic matter |

 | Restricted |0.46 | Seepage |0.53

 | permeability | | Depth to |0.19

 | | | saturated zone |

 | | | Slope |0.08

 | | | |

AtB: | | | |

 Antigo--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.08

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

AuA: | | | |

 Au Gres-------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Content of |1.00

 | | | organic matter |

 | | | |

CeB: | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.08

 | | | |

CeC: | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Slope |0.37 | |

 | | | |

CeD: | | | |

 Cress---------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | | | |

CmA: | | | |

 Crex----------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | | | |
272 Soil Survey of

Table 15a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol and | Septic tank | Sewage lagoons

 component name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

CrB: | | | |

 Cromwell------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.08

 | | | |

CrC: | | | |

 Cromwell------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Slope |0.37 | |

 | | | |

CrD: | | | |

 Cromwell------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | | | |

CsA: | | | |

 Croswell------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Content of |1.00

 | | | organic matter |

 | | | |

FeB: | | | |

 Frechette-----------|Somewhat limited | |Somewhat limited |

 | Restricted |0.46 | Seepage |0.53

 | permeability | | Slope |0.32

 | | | |

FeC: | | | |

 Frechette-----------|Somewhat limited | |Very limited |

 | Restricted |0.46 | Slope |1.00

 | permeability | | Seepage |0.53

 | Slope |0.37 | |

 | | | |

FeD: | | | |

 Frechette-----------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Restricted |0.46 | Seepage |0.53

 | permeability | | |

 | | | |

FrB: | | | |

 Frechette-----------|Somewhat limited | |Somewhat limited |

 | Restricted |0.46 | Seepage |0.53

 | permeability | | Slope |0.32

 | | | |

FrC: | | | |

 Frechette-----------|Somewhat limited | |Very limited |

 | Restricted |0.46 | Slope |1.00

 | permeability | | Seepage |0.53

 | Slope |0.37 | |

 | | | |

FrD: | | | |

 Frechette-----------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Restricted |0.46 | Seepage |0.53

 | permeability | | |

 | | | |
Menominee County, Wisconsin 273

Table 15a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol and | Septic tank | Sewage lagoons

 component name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

GaB: | | | |

 Grayling------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Content of |1.00

 | | | organic matter |

 | | | Slope |0.08

 | | | |

GaC: | | | |

 Grayling------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Slope |0.37 | Content of |1.00

 | | | organic matter |

 | | | |

GaD: | | | |

 Grayling------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | Content of |1.00

 | | | organic matter |

 | | | |

GyB: | | | |

 Grayling------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Content of |1.00

 | | | organic matter |

 | | | Slope |0.08

 | | | |

GyC: | | | |

 Grayling------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Slope |0.37 | Content of |1.00

 | | | organic matter |

 | | | |

GyD: | | | |

 Grayling------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | Content of |1.00

 | | | organic matter |

 | | | |

IgA: | | | |

 Ingalls-------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Content of |1.00

 | Restricted |1.00 | organic matter |

 | permeability | | |

 | | | |

IsB: | | | |

 Iosco---------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Content of |1.00

 | Restricted |0.72 | organic matter |

 | permeability | | |

 | | | |
274 Soil Survey of

Table 15a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol and | Septic tank | Sewage lagoons

 component name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

IxB: | | | |

 Ishpeming-----------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Filtering |1.00 | bedrock |

 | capacity | | Seepage |1.00

 | | | Content of |1.00

 | | | organic matter |

 | | | Slope |0.32

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

IxC: | | | |

 Ishpeming-----------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Filtering |1.00 | bedrock |

 | capacity | | Seepage |1.00

 | Slope |0.37 | Slope |1.00

 | | | Content of |1.00

 | | | organic matter |

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

KaB: | | | |

 Karlin--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Content of |1.00

 | | | organic matter |

 | | | Slope |0.08

 | | | |

KaC: | | | |

 Karlin--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Slope |0.37 | Content of |1.00

 | | | organic matter |

 | | | |

KaD: | | | |

 Karlin--------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | Content of |1.00

 | | | organic matter |

 | | | |

KeC: | | | |

 Kennan--------------|Somewhat limited | |Very limited |

 | Restricted |0.46 | Slope |1.00

 | permeability | | Content of |1.00

 | Slope |0.37 | organic matter |

 | | | Seepage |0.53

 | | | |

KeD: | | | |

 Kennan--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Restricted |0.46 | Content of |1.00

 | permeability | | organic matter |

 | | | Seepage |0.53

 | | | |
Menominee County, Wisconsin 275

Table 15a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol and | Septic tank | Sewage lagoons

 component name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

KoC: | | | |

 Kennan--------------|Somewhat limited | |Very limited |

 | Restricted |0.46 | Slope |1.00

 | permeability | | Content of |1.00

 | Slope |0.37 | organic matter |

 | | | Seepage |0.53

 | | | |

KoD: | | | |

 Kennan--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Restricted |0.46 | Content of |1.00

 | permeability | | organic matter |

 | | | Seepage |0.53

 | | | |

KxB: | | | |

 Keshena-------------|Very limited | |Somewhat limited |

 | Depth to |1.00 | Seepage |0.53

 | saturated zone | | Slope |0.32

 | Restricted |1.00 | Depth to |0.19

 | permeability | | saturated zone |

 | | | |

LaB: | | | |

 Lablatz-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |0.46 | Content of |1.00

 | permeability | | organic matter |

 | | | Seepage |0.53

 | | | |

LDF: | | | |

 Landfill------------|Not rated | |Not rated |

 | | | |

LoA: | | | |

 Loxley--------------|Very limited | |Very limited |

 | Depth to |1.00 | Content of |1.00

 | saturated zone | | organic matter |

 | Subsidence |1.00 | Depth to |1.00

 | | | saturated zone |

 | | | Seepage |1.00

 | | | |

LuA: | | | |

 Lupton--------------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Content of |1.00

 | saturated zone | | organic matter |

 | Subsidence |1.00 | Depth to |1.00

 | | | saturated zone |

 | | | Seepage |1.00

 | | | |

 Markey--------------|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 | | Content of |1.00

 | Subsidence |1.00 | organic matter |

 | | | |
276 Soil Survey of

Table 15a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol and | Septic tank | Sewage lagoons

 component name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

LuA: | | | |

 Cathro--------------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |0.72 | Seepage |1.00

 | permeability | | Content of |1.00

 | | | organic matter |

 | | | |

M-W: | | | |

 Miscellaneous water |Not rated | |Not rated |

 | | | |

MaB: | | | |

 Mahtomedi-----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.08

 | | | |

MaC: | | | |

 Mahtomedi-----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Slope |0.37 | |

 | | | |

MaD: | | | |

 Mahtomedi-----------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | | | |

MoC: | | | |

 Menominee-----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Restricted |0.72 | Content of |1.00

 | permeability | | organic matter |

 | Slope |0.37 | |

 | | | |

MoD: | | | |

 Menominee-----------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | Content of |1.00

 | Restricted |0.72 | organic matter |

 | permeability | | |

 | | | |

MqB: | | | |

 Mequithy------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Filtering |1.00 | bedrock |

 | capacity | | Seepage |1.00

 | Restricted |0.46 | Slope |0.32

 | permeability | | |

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |
Menominee County, Wisconsin 277

Table 15a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol and | Septic tank | Sewage lagoons

 component name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

MqC: | | | |

 Mequithy------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Filtering |1.00 | bedrock |

 | capacity | | Slope |1.00

 | Restricted |0.46 | Seepage |1.00

 | permeability | | |

 | Slope |0.37 | |

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

MuA: | | | |

 Minocqua------------|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 | | Content of |1.00

 | Restricted |0.46 | organic matter |

 | permeability | | |

 | | | |

MwB: | | | |

 Moodig--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |0.46 | Seepage |1.00

 | permeability | | Content of |1.00

 | | | organic matter |

 | | | |

MxB: | | | |

 Morganlake----------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Content of |1.00

 | Restricted |1.00 | organic matter |

 | permeability | | Depth to |0.19

 | Filtering |1.00 | saturated zone |

 | capacity | | Slope |0.08

 | | | |

MzB: | | | |

 Moshawquit----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Content of |1.00

 | Restricted |0.46 | organic matter |

 | permeability | | Slope |0.32

 | | | |

MzC: | | | |

 Moshawquit----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Restricted |0.46 | Content of |1.00

 | permeability | | organic matter |

 | Slope |0.37 | |

 | | | |

NeA: | | | |

 Neconish------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Content of |1.00

 | | | organic matter |

 | | | |
278 Soil Survey of

Table 15a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol and | Septic tank | Sewage lagoons

 component name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

NoB: | | | |

 Neopit--------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Content of |1.00

 | | | organic matter |

 | | | Slope |0.32

 | | | Depth to |0.19

 | | | saturated zone |

 | | | |

NpB: | | | |

 Neopit--------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Content of |1.00

 | | | organic matter |

 | | | Slope |0.32

 | | | Depth to |0.19

 | | | saturated zone |

 | | | |

NsA: | | | |

 Noseum--------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Content of |1.00

 | | | organic matter |

 | | | |

PaB: | | | |

 Padus---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Content of |1.00

 | Restricted |0.46 | organic matter |

 | permeability | | Slope |0.08

 | | | |

PaC: | | | |

 Padus---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Restricted |0.46 | Content of |1.00

 | permeability | | organic matter |

 | Slope |0.37 | |

 | | | |

PaD: | | | |

 Padus---------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | Content of |1.00

 | Restricted |0.46 | organic matter |

 | permeability | | |

 | | | |

PbB: | | | |

 Padwet--------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |0.19

 | Filtering |1.00 | saturated zone |

 | capacity | | Slope |0.08

 | Restricted |0.46 | |

 | permeability | | |

 | | | |
Menominee County, Wisconsin 279

Table 15a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol and | Septic tank | Sewage lagoons

 component name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

PeB: | | | |

 Pecore--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Content of |1.00

 | Restricted |0.46 | organic matter |

 | permeability | | Slope |0.32

 | | | |

PeC: | | | |

 Pecore--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Restricted |0.46 | Content of |1.00

 | permeability | | organic matter |

 | Slope |0.37 | |

 | | | |

PeD: | | | |

 Pecore--------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | Content of |1.00

 | Restricted |0.46 | organic matter |

 | permeability | | |

 | | | |

PnB: | | | |

 Pence---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Content of |1.00

 | | | organic matter |

 | | | Slope |0.08

 | | | |

PnC: | | | |

 Pence---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Slope |0.37 | Content of |1.00

 | | | organic matter |

 | | | |

PnD: | | | |

 Pence---------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | Content of |1.00

 | | | organic matter |

 | | | |

PrB: | | | |

 Perote--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Content of |1.00

 | Restricted |0.46 | organic matter |

 | permeability | | Slope |0.32

 | | | |

PrC: | | | |

 Perote--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Restricted |0.46 | Content of |1.00

 | permeability | | organic matter |

 | Slope |0.16 | |

 | | | |
280 Soil Survey of

Table 15a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol and | Septic tank | Sewage lagoons

 component name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

PrD: | | | |

 Perote--------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | Content of |1.00

 | Restricted |0.46 | organic matter |

 | permeability | | |

 | | | |

PsB: | | | |

 Peshtigo------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Seepage |0.53

 | permeability | | |

 | | | |

Pt: | | | |

 Pits, gravel--------|Not rated | |Not rated |

 | | | |

RaB: | | | |

 Rabe----------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Content of |1.00

 | Restricted |0.46 | organic matter |

 | permeability | | Slope |0.32

 | | | |

RaC: | | | |

 Rabe----------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Restricted |0.46 | Content of |1.00

 | permeability | | organic matter |

 | Slope |0.16 | |

 | | | |

RaD: | | | |

 Rabe----------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | Content of |1.00

 | Restricted |0.46 | organic matter |

 | permeability | | |

 | | | |

RbA: | | | |

 Robago--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |0.46 | Content of |1.00

 | permeability | | organic matter |

 | | | Seepage |0.53

 | | | |

RcA: | | | |

 Roscommon-----------|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 | | Content of |1.00

 | | | organic matter |

 | | | |

RoB: | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.08

 | | | |
Menominee County, Wisconsin 281

Table 15a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol and | Septic tank | Sewage lagoons

 component name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

RoC: | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Slope |0.37 | |

 | | | |

RoD: | | | |

 Rosholt-------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | | | |

RsB: | | | |

 Rousseau------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Content of |1.00

 | | | organic matter |

 | | | Slope |0.08

 | | | |

RsC: | | | |

 Rousseau------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Slope |0.37 | Content of |1.00

 | | | organic matter |

 | | | |

RsD: | | | |

 Rousseau------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | Content of |1.00

 | | | organic matter |

 | | | |

ScA: | | | |

 Scott Lake----------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Restricted |0.46 | |

 | permeability | | |

 | | | |

SfB: | | | |

 Shawano-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Content of |1.00

 | | | organic matter |

 | | | Slope |0.08

 | | | |

SfC: | | | |

 Shawano-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Slope |0.37 | Content of |1.00

 | | | organic matter |

 | | | |

SfD: | | | |

 Shawano-------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | Content of |1.00

 | | | organic matter |

 | | | |
282 Soil Survey of

Table 15a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol and | Septic tank | Sewage lagoons

 component name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

SuA: | | | |

 Sunia---------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | | | |

TlC: | | | |

 Tilleda-------------|Somewhat limited | |Very limited |

 | Restricted |0.46 | Slope |1.00

 | permeability | | Seepage |0.53

 | Slope |0.37 | |

 | | | |

TlD: | | | |

 Tilleda-------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Restricted |0.46 | Seepage |0.53

 | permeability | | |

 | | | |

TmA: | | | |

 Tipler--------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Content of |1.00

 | Restricted |0.46 | organic matter |

 | permeability | | |

 | | | |

ToB: | | | |

 Tourtillotte--------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Content of |1.00

 | Filtering |1.00 | organic matter |

 | capacity | | Depth to |0.19

 | Restricted |1.00 | saturated zone |

 | permeability | | Slope |0.08

 | | | |

ToC: | | | |

 Tourtillotte--------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Slope |1.00

 | Filtering |1.00 | Content of |1.00

 | capacity | | organic matter |

 | Restricted |1.00 | Depth to |0.19

 | permeability | | saturated zone |

 | Slope |0.37 | |

 | | | |

UdD: | | | |

 Udipsamments | | | |

 (earthen dam)------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | |

VsB: | | | |

 Vilas---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Content of |1.00

 | | | organic matter |

 | | | Slope |0.08

 | | | |
Menominee County, Wisconsin 283

Table 15a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol and | Septic tank | Sewage lagoons

 component name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

VsC: | | | |

 Vilas---------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Slope |0.37 | Content of |1.00

 | | | organic matter |

 | | | |

VsD: | | | |

 Vilas---------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | Content of |1.00

 | | | organic matter |

 | | | |

W: | | | |

 Water---------------|Not rated | |Not rated |

 | | | |

WaA: | | | |

 Wainola-------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Content of |1.00

 | | | organic matter |

 | | | |

WkB: | | | |

 Wayka---------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Depth to |1.00 | bedrock |

 | saturated zone | | Depth to |1.00

 | Restricted |0.46 | saturated zone |

 | permeability | | Content of |1.00

 | | | organic matter |

 | | | Seepage |0.53

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

WrA: | | | |

 Worcester-----------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Content of |1.00

 | Restricted |0.46 | organic matter |

 | permeability | | |

 | | | |

WtA: | | | |

 Wormet--------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Content of |1.00

 | | | organic matter |

 | | | |
284 Soil Survey of

Table 15a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol and | Septic tank | Sewage lagoons

 component name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

WuA: | | | |

 Wurtsmith-----------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Content of |1.00

 | | | organic matter |

 | | | | _________________________________________________________________________
Menominee County, Wisconsin 285

Table 15b.--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. See text for further explanation of ratings in

 this table)

___________________________________________________________________________________________________

 | | |

 Map symbol and | Trench sanitary | Area sanitary | Daily cover for

 component name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

AfB: | | | | | |

 Aftad---------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.86 | Depth to |0.19 | Depth to |0.47

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

AnB: | | | | | |

 Annalake------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.86 | Depth to |0.19 | Depth to |0.47

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

AtB: | | | | | |

 Antigo--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

AuA: | | | | | |

 Au Gres-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

CeB: | | | | | |

 Cress---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.57

 | | | | | |

CeC: | | | | | |

 Cress---------------|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 | | | Gravel content |0.57

 | | | | | Slope |0.37

 | | | | | |

CeD: | | | | | |

 Cress---------------|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 |0.57

 | | | | | |

CmA: | | | | | |

 Crex----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.47

 | Too sandy |1.00 | | | saturated zone |

 | | | | | |

CrB: | | | | | |

 Cromwell------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |
286 Soil Survey of

Table 15b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Trench sanitary | Area sanitary | Daily cover for

 component name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

CrC: | | | | | |

 Cromwell------------|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

 | | | | | |

CrD: | | | | | |

 Cromwell------------|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

 | | | | | |

CsA: | | | | | |

 Croswell------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.47

 | Too sandy |1.00 | | | saturated zone |

 | | | | | |

FeB: | | | | | |

 Frechette-----------|Not limited | |Not limited | |Not limited |

 | | | | | |

FeC: | | | | | |

 Frechette-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Slope |0.37 | Slope |0.37 | Slope |0.37

 | | | | | |

FeD: | | | | | |

 Frechette-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

FrB: | | | | | |

 Frechette-----------|Not limited | |Not limited | |Not limited |

 | | | | | |

FrC: | | | | | |

 Frechette-----------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Slope |0.37 | Slope |0.37 | Slope |0.37

 | | | | | |

FrD: | | | | | |

 Frechette-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

GaB: | | | | | |

 Grayling------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

GaC: | | | | | |

 Grayling------------|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

 | | | | | |

GaD: | | | | | |

 Grayling------------|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

 | | | | | |

GyB: | | | | | |

 Grayling------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |
Menominee County, Wisconsin 287

Table 15b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Trench sanitary | Area sanitary | Daily cover for

 component name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

GyC: | | | | | |

 Grayling------------|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

 | | | | | |

GyD: | | | | | |

 Grayling------------|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

 | | | | | |

IgA: | | | | | |

 Ingalls-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | Seepage |1.00 | |

 | | | | | |

IsB: | | | | | |

 Iosco---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too sandy |0.50 | Seepage |1.00 | Seepage |1.00

 | | | | | Too sandy |0.50

 | | | | | |

IxB: | | | | | |

 Ishpeming-----------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |1.00

 | Seepage |1.00 | Depth to bedrock |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

IxC: | | | | | |

 Ishpeming-----------|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

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

KaB: | | | | | |

 Karlin--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

KaC: | | | | | |

 Karlin--------------|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

 | | | | | |

KaD: | | | | | |

 Karlin--------------|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

 | | | | | |
288 Soil Survey of

Table 15b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Trench sanitary | Area sanitary | Daily cover for

 component name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

KeC: | | | | | |

 Kennan--------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Seepage |1.00 | Slope |0.37 | Slope |0.37

 | Slope |0.37 | | | |

 | | | | | |

KeD: | | | | | |

 Kennan--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | | | |

 | | | | | |

KoC: | | | | | |

 Kennan--------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Seepage |1.00 | Slope |0.37 | Slope |0.37

 | Slope |0.37 | | | |

 | | | | | |

KoD: | | | | | |

 Kennan--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | | | |

 | | | | | |

KxB: | | | | | |

 Keshena-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.86 | Depth to |0.19 | Depth to |0.47

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

LaB: | | | | | |

 Lablatz-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

LDF: | | | | | |

 Landfill------------|Not rated | |Not rated | |Not rated |

 | | | | | |

LoA: | | | | | |

 Loxley--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Content of |1.00 | Seepage |1.00 | Content of |1.00

 | organic matter | | | | organic matter |

 | Too acid |1.00 | | | Too acid |1.00

 | Seepage |1.00 | | | Seepage |0.16

 | | | | | |

LuA: | | | | | |

 Lupton--------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Depth to |1.00

 | Depth to |1.00 | Depth to |1.00 | saturated zone |

 | saturated zone | | saturated zone | | Content of |1.00

 | Content of |1.00 | Seepage |1.00 | organic matter |

 | organic matter | | | | Seepage |0.16

 | Seepage |1.00 | | | |

 | | | | | |

 Markey--------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Depth to |1.00

 | Depth to |1.00 | Depth to |1.00 | saturated zone |

 | saturated zone | | saturated zone | | Too sandy |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |1.00 | | | |

 | | | | | |
Menominee County, Wisconsin 289

Table 15b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Trench sanitary | Area sanitary | Daily cover for

 component name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

LuA: | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Depth to |1.00

 | Depth to |1.00 | Depth to |1.00 | saturated zone |

 | saturated zone | | saturated zone | | Content of |1.00

 | Content of |1.00 | Seepage |1.00 | organic matter |

 | organic matter | | | | Seepage |0.16

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

MaB: | | | | | |

 Mahtomedi-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.09

 | | | | | |

MaC: | | | | | |

 Mahtomedi-----------|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 |0.09

 | | | | | |

MaD: | | | | | |

 Mahtomedi-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.09

 | | | | | |

MoC: | | | | | |

 Menominee-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.37 | Seepage |1.00 | Slope |0.37

 | | | Slope |0.37 | |

 | | | | | |

MoD: | | | | | |

 Menominee-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Seepage |1.00 | |

 | | | | | |

MqB: | | | | | |

 Mequithy------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | Seepage |1.00 | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

MqC: | | | | | |

 Mequithy------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Slope |0.37 | Seepage |1.00 | Slope |0.37

 | | | Slope |0.37 | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |
290 Soil Survey of

Table 15b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Trench sanitary | Area sanitary | Daily cover for

 component name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

MuA: | | | | | |

 Minocqua------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Depth to |1.00

 | Depth to |1.00 | Depth to |1.00 | saturated zone |

 | saturated zone | | saturated zone | | Too sandy |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |1.00 | | | |

 | | | | | |

MwB: | | | | | |

 Moodig--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | | | |

 | | | | | |

MxB: | | | | | |

 Morganlake----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.86 | Seepage |1.00 | Depth to |0.47

 | saturated zone | | Depth to |0.19 | saturated zone |

 | | | saturated zone | | |

 | | | | | |

MzB: | | | | | |

 Moshawquit----------|Very limited | |Very limited | |Not limited |

 | Seepage |1.00 | Seepage |1.00 | |

 | | | | | |

MzC: | | | | | |

 Moshawquit----------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Seepage |1.00 | Slope |0.37

 | Slope |0.37 | Slope |0.37 | |

 | | | | | |

NeA: | | | | | |

 Neconish------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.47

 | Too sandy |1.00 | | | saturated zone |

 | | | | | |

NoB: | | | | | |

 Neopit--------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.47

 | Depth to |0.86 | Depth to |0.19 | saturated zone |

 | saturated zone | | saturated zone | | Seepage |0.22

 | | | | | |

NpB: | | | | | |

 Neopit--------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.47

 | Depth to |0.86 | Depth to |0.19 | saturated zone |

 | saturated zone | | saturated zone | | Seepage |0.22

 | | | | | |

NsA: | | | | | |

 Noseum--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.47

 | Too sandy |1.00 | | | saturated zone |0.47

 | | | | | |

PaB: | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |
Menominee County, Wisconsin 291

Table 15b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Trench sanitary | Area sanitary | Daily cover for

 component name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

PaC: | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.37 | Seepage |1.00

 | Slope |0.37 | | | Slope |0.37

 | | | | | |

PaD: | | | | | |

 Padus---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

PbB: | | | | | |

 Padwet--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Depth to |0.19 | Seepage |1.00

 | Depth to |0.86 | saturated zone | | Depth to |0.47

 | saturated zone | | | | saturated zone |

 | | | | | |

PeB: | | | | | |

 Pecore--------------|Very limited | |Not limited | |Somewhat limited |

 | Seepage |1.00 | | | Too clayey |0.50

 | Too clayey |0.50 | | | |

 | | | | | |

PeC: | | | | | |

 Pecore--------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Seepage |1.00 | Slope |0.37 | Too clayey |0.50

 | Too clayey |0.50 | | | Slope |0.37

 | Slope |0.37 | | | |

 | | | | | |

PeD: | | | | | |

 Pecore--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | | | Too clayey |0.50

 | Too clayey |0.50 | | | |

 | | | | | |

PnB: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.06

 | | | | | |

PnC: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.37 | Seepage |1.00

 | Slope |0.37 | | | Slope |0.37

 | | | | | Gravel content |0.06

 | | | | | |

PnD: | | | | | |

 Pence---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.06

 | | | | | |

PrB: | | | | | |

 Perote--------------|Very limited | |Not limited | |Not limited |

 | Seepage |1.00 | | | |

 | | | | | |
292 Soil Survey of

Table 15b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Trench sanitary | Area sanitary | Daily cover for

 component name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

PrC: | | | | | |

 Perote--------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Seepage |1.00 | Slope |0.16 | Slope |0.16

 | Slope |0.16 | | | |

 | | | | | |

PrD: | | | | | |

 Perote--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | | | |

 | | | | | |

PsB: | | | | | |

 Peshtigo------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Too clayey |0.50 | | | Too clayey |0.50

 | | | | | |

Pt: | | | | | |

 Pits, gravel--------|Not rated | |Not rated | |Not rated |

 | | | | | |

RaB: | | | | | |

 Rabe----------------|Not limited | |Very limited | |Not limited |

 | | | Seepage |1.00 | |

 | | | | | |

RaC: | | | | | |

 Rabe----------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Slope |0.16 | Seepage |1.00 | Slope |0.16

 | | | Slope |0.16 | |

 | | | | | |

RaD: | | | | | |

 Rabe----------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | Seepage |1.00 | |

 | | | | | |

RbA: | | | | | |

 Robago--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

RcA: | | | | | |

 Roscommon-----------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Depth to |1.00

 | Depth to |1.00 | Depth to |1.00 | saturated zone |

 | saturated zone | | saturated zone | | Too sandy |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |1.00 | | | |

 | | | | | |

RoB: | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.01

 | | | | | |

RoC: | | | | | |

 Rosholt-------------|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

 | | | | | |
Menominee County, Wisconsin 293

Table 15b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Trench sanitary | Area sanitary | Daily cover for

 component name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

RoD: | | | | | |

 Rosholt-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.01

 | | | | | |

RsB: | | | | | |

 Rousseau------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

RsC: | | | | | |

 Rousseau------------|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

 | | | | | |

RsD: | | | | | |

 Rousseau------------|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

 | | | | | |

ScA: | | | | | |

 Scott Lake----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.47

 | Too sandy |1.00 | | | saturated zone |

 | | | | | Gravel content |0.01

 | | | | | |

SfB: | | | | | |

 Shawano-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

SfC: | | | | | |

 Shawano-------------|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

 | | | | | |

SfD: | | | | | |

 Shawano-------------|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

 | | | | | |

SuA: | | | | | |

 Sunia---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.47

 | Too sandy |1.00 | | | saturated zone |

 | | | | | |

TlC: | | | | | |

 Tilleda-------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Slope |0.37 | Slope |0.37 | Slope |0.37

 | | | | | |
294 Soil Survey of

Table 15b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Trench sanitary | Area sanitary | Daily cover for

 component name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

TlD: | | | | | |

 Tilleda-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

TmA: | | | | | |

 Tipler--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.47

 | Too sandy |1.00 | | | saturated zone |

 | | | | | |

ToB: | | | | | |

 Tourtillotte--------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Seepage |1.00 | Too sandy |1.00

 | Depth to |0.86 | Depth to |0.19 | Depth to |0.47

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

ToC: | | | | | |

 Tourtillotte--------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Seepage |1.00 | Too sandy |1.00

 | Depth to |0.86 | Slope |0.37 | Depth to |0.47

 | saturated zone | | Depth to |0.19 | saturated zone |

 | Slope |0.37 | saturated zone | | Slope |0.37

 | | | | | |

UdD: | | | | | |

 Udipsamments | | | | | |

 (earthen dam)------|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

 | | | | | |

VsB: | | | | | |

 Vilas---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

VsC: | | | | | |

 Vilas---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.37 | Seepage |1.00

 | Slope |0.37 | | | Slope |0.37

 | | | | | |

VsD: | | | | | |

 Vilas---------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

WaA: | | | | | |

 Wainola-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |0.50 | | | Too sandy |0.50

 | | | | | |
Menominee County, Wisconsin 295

Table 15b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Trench sanitary | Area sanitary | Daily cover for

 component name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

WkB: | | | | | |

 Wayka---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to bedrock |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | saturated zone |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

WrA: | | | | | |

 Worcester-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.01

 | | | | | |

WtA: | | | | | |

 Wormet--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

WuA: | | | | | |

 Wurtsmith-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.47

 | Too sandy |1.00 | | | saturated zone |0.47

 | | | | | | ___________________________________________________________________________________________________
296 Soil Survey of

Table 16a.--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 larger the value,

 the greater the likelihood that the soil is a source of gravel or

 sand. See text for further explanation of ratings in this table)

_________________________________________________________________________

 | |

 Map symbol and | Potential as source | Potential as source

 component name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

AfB: | | | |

 Aftad---------------|Improbable | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.02

 | | | |

AnB: | | | |

 Annalake------------|Improbable | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

AtB: | | | |

 Antigo--------------|Possible | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.15 | Bottom layer |0.50

 | | | |

AuA: | | | |

 Au Gres-------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.10

 | Thickest layer |0.00 | Bottom layer |0.72

 | | | |

CeB: | | | |

 Cress---------------|Possible | |Fair |

 | Bottom layer |0.31 | Thickest layer |0.10

 | Thickest layer |0.31 | Bottom layer |0.50

 | | | |

CeC: | | | |

 Cress---------------|Possible | |Fair |

 | Bottom layer |0.31 | Thickest layer |0.10

 | Thickest layer |0.31 | Bottom layer |0.50

 | | | |

CeD: | | | |

 Cress---------------|Possible | |Fair |

 | Bottom layer |0.31 | Thickest layer |0.10

 | Thickest layer |0.31 | Bottom layer |0.50

 | | | |

CmA: | | | |

 Crex----------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.26

 | Thickest layer |0.00 | Bottom layer |0.34

 | | | |

CrB: | | | |

 Cromwell------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.02

 | Thickest layer |0.00 | Bottom layer |0.72

 | | | |

CrC: | | | |

 Cromwell------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.02

 | Thickest layer |0.00 | Bottom layer |0.72

 | | | |

CrD: | | | |

 Cromwell------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.02

 | Thickest layer |0.00 | Bottom layer |0.72

 | | | |
Menominee County, Wisconsin 297

Table 16a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol and | Potential as source | Potential as source

 component name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

CsA: | | | |

 Croswell------------|Improbable | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.64

 | Thickest layer |0.00 | Thickest layer |0.64

 | | | |

FeB: | | | |

 Frechette-----------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.03

 | Thickest layer |0.00 | Bottom layer |0.03

 | | | |

FeC: | | | |

 Frechette-----------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.03

 | Thickest layer |0.00 | Bottom layer |0.03

 | | | |

FeD: | | | |

 Frechette-----------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.03

 | Thickest layer |0.00 | Bottom layer |0.03

 | | | |

FrB: | | | |

 Frechette-----------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.03

 | Thickest layer |0.00 | Bottom layer |0.03

 | | | |

FrC: | | | |

 Frechette-----------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.03

 | Thickest layer |0.00 | Bottom layer |0.03

 | | | |

FrD: | | | |

 Frechette-----------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.03

 | Thickest layer |0.00 | Bottom layer |0.03

 | | | |

GaB: | | | |

 Grayling------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.79

 | Thickest layer |0.00 | Bottom layer |0.82

 | | | |

GaC: | | | |

 Grayling------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.79

 | Thickest layer |0.00 | Bottom layer |0.82

 | | | |

GaD: | | | |

 Grayling------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.79

 | Thickest layer |0.00 | Bottom layer |0.82

 | | | |

GyB: | | | |

 Grayling------------|Improbable | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.82

 | Thickest layer |0.00 | Thickest layer |0.82

 | | | |

GyC: | | | |

 Grayling------------|Improbable | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.82

 | Thickest layer |0.00 | Thickest layer |0.82

 | | | |
298 Soil Survey of

Table 16a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol and | Potential as source | Potential as source

 component name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

GyD: | | | |

 Grayling------------|Improbable | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.82

 | Thickest layer |0.00 | Thickest layer |0.82

 | | | |

IgA: | | | |

 Ingalls-------------|Improbable | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.28

 | | | |

IsB: | | | |

 Iosco---------------|Improbable | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.10

 | | | |

IxB: | | | |

 Ishpeming-----------|Improbable | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.30

 | Thickest layer |0.00 | Thickest layer |0.30

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

IxC: | | | |

 Ishpeming-----------|Improbable | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.30

 | Thickest layer |0.00 | Thickest layer |0.30

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

KaB: | | | |

 Karlin--------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.34

 | Thickest layer |0.00 | Bottom layer |0.64

 | | | |

KaC: | | | |

 Karlin--------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.34

 | Thickest layer |0.00 | Bottom layer |0.64

 | | | |

KaD: | | | |

 Karlin--------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.34

 | Thickest layer |0.00 | Bottom layer |0.64

 | | | |

KeC: | | | |

 Kennan--------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.02

 | Thickest layer |0.00 | Bottom layer |0.10

 | | | |

KeD: | | | |

 Kennan--------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.02

 | Thickest layer |0.00 | Bottom layer |0.10

 | | | |

KoC: | | | |

 Kennan--------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.02

 | Thickest layer |0.00 | Bottom layer |0.10

 | | | |

KoD: | | | |

 Kennan--------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.02

 | Thickest layer |0.00 | Bottom layer |0.10

 | | | |
Menominee County, Wisconsin 299

Table 16a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol and | Potential as source | Potential as source

 component name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

KxB: | | | |

 Keshena-------------|Improbable | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

LaB: | | | |

 Lablatz-------------|Improbable | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.03

 | | | |

LDF: | | | |

 Landfill------------|Not rated | |Not rated |

 | | | |

LoA: | | | |

 Loxley--------------|Improbable | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

LuA: | | | |

 Lupton--------------|Improbable | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Markey--------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.64

 | | | |

 Cathro--------------|Improbable | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

M-W: | | | |

 Miscellaneous water |Not rated | |Not rated |

 | | | |

MaB: | | | |

 Mahtomedi-----------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.36

 | Thickest layer |0.00 | Bottom layer |0.50

 | | | |

MaC: | | | |

 Mahtomedi-----------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.36

 | Thickest layer |0.00 | Bottom layer |0.50

 | | | |

MaD: | | | |

 Mahtomedi-----------|Improbable | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.36

 | Bottom layer |0.00 | Bottom layer |0.50

 | | | |

MoC: | | | |

 Menominee-----------|Improbable | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

MoD: | | | |

 Menominee-----------|Improbable | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |
300 Soil Survey of

Table 16a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol and | Potential as source | Potential as source

 component name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

MqB: | | | |

 Mequithy------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.04

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

MqC: | | | |

 Mequithy------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.04

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

MuA: | | | |

 Minocqua------------|Possible | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.15 | Bottom layer |0.50

 | | | |

MwB: | | | |

 Moodig--------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.02

 | Thickest layer |0.00 | Bottom layer |0.03

 | | | |

MxB: | | | |

 Morganlake----------|Improbable | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

MzB: | | | |

 Moshawquit----------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.40

 | Thickest layer |0.00 | Bottom layer |0.86

 | | | |

MzC: | | | |

 Moshawquit----------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.40

 | Thickest layer |0.00 | Bottom layer |0.86

 | | | |

NeA: | | | |

 Neconish------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.26

 | Thickest layer |0.00 | Bottom layer |0.36

 | | | |

NoB: | | | |

 Neopit--------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.02

 | Thickest layer |0.00 | Bottom layer |0.10

 | | | |

NpB: | | | |

 Neopit--------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.02

 | Thickest layer |0.00 | Bottom layer |0.10

 | | | |

NsA: | | | |

 Noseum--------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.28

 | Thickest layer |0.00 | Bottom layer |0.40

 | | | |

PaB: | | | |

 Padus---------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.50

 | | | |
Menominee County, Wisconsin 301

Table 16a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol and | Potential as source | Potential as source

 component name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

PaC: | | | |

 Padus---------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.50

 | | | |

PaD: | | | |

 Padus---------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.50

 | | | |

PbB: | | | |

 Padwet--------------|Possible | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.03

 | Bottom layer |0.15 | Bottom layer |0.50

 | | | |

PeB: | | | |

 Pecore--------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.50

 | | | |

PeC: | | | |

 Pecore--------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.50

 | | | |

PeD: | | | |

 Pecore--------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.50

 | | | |

PnB: | | | |

 Pence---------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.03

 | Thickest layer |0.00 | Bottom layer |0.58

 | | | |

PnC: | | | |

 Pence---------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.03

 | Thickest layer |0.00 | Bottom layer |0.58

 | | | |

PnD: | | | |

 Pence---------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.03

 | Thickest layer |0.00 | Bottom layer |0.58

 | | | |

PrB: | | | |

 Perote--------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.50

 | | | |

PrC: | | | |

 Perote--------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.50

 | | | |

PrD: | | | |

 Perote--------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.50

 | | | |
302 Soil Survey of

Table 16a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol and | Potential as source | Potential as source

 component name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

PsB: | | | |

 Peshtigo------------|Improbable | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

Pt: | | | |

 Pits, gravel--------|Not rated | |Not rated |

 | | | |

RaB: | | | |

 Rabe----------------|Improbable | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.03

 | Thickest layer |0.00 | Thickest layer |0.41

 | | | |

RaC: | | | |

 Rabe----------------|Improbable | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.03

 | Thickest layer |0.00 | Thickest layer |0.41

 | | | |

RaD: | | | |

 Rabe----------------|Improbable | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.03

 | Thickest layer |0.00 | Thickest layer |0.41

 | | | |

RbA: | | | |

 Robago--------------|Improbable | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.04

 | | | |

RcA: | | | |

 Roscommon-----------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.89

 | | | |

RoB: | | | |

 Rosholt-------------|Possible | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.02

 | Bottom layer |0.15 | Bottom layer |0.50

 | | | |

RoC: | | | |

 Rosholt-------------|Possible | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.02

 | Bottom layer |0.15 | Bottom layer |0.50

 | | | |

RoD: | | | |

 Rosholt-------------|Possible | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.02

 | Bottom layer |0.15 | Bottom layer |0.50

 | | | |

RsB: | | | |

 Rousseau------------|Improbable | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.25

 | Thickest layer |0.00 | Thickest layer |0.25

 | | | |

RsC: | | | |

 Rousseau------------|Improbable | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.25

 | Thickest layer |0.00 | Thickest layer |0.25

 | | | |

RsD: | | | |

 Rousseau------------|Improbable | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.25

 | Thickest layer |0.00 | Thickest layer |0.25

 | | | |
Menominee County, Wisconsin 303

Table 16a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol and | Potential as source | Potential as source

 component name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

ScA: | | | |

 Scott Lake----------|Possible | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.10

 | Bottom layer |0.19 | Bottom layer |0.50

 | | | |

SfB: | | | |

 Shawano-------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.26

 | Thickest layer |0.00 | Bottom layer |0.36

 | | | |

SfC: | | | |

 Shawano-------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.26

 | Thickest layer |0.00 | Bottom layer |0.36

 | | | |

SfD: | | | |

 Shawano-------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.26

 | Thickest layer |0.00 | Bottom layer |0.36

 | | | |

SuA: | | | |

 Sunia---------------|Improbable | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.50

 | Thickest layer |0.00 | Thickest layer |0.64

 | | | |

TlC: | | | |

 Tilleda-------------|Improbable | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

TlD: | | | |

 Tilleda-------------|Improbable | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

TmA: | | | |

 Tipler--------------|Possible | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.15 | Bottom layer |0.50

 | | | |

ToB: | | | |

 Tourtillotte--------|Improbable | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.44

 | | | |

ToC: | | | |

 Tourtillotte--------|Improbable | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.44

 | | | |

UdD: | | | |

 Udipsamments | | | |

 (earthen dam)------|Improbable | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.82

 | Thickest layer |0.00 | Thickest layer |0.82

 | | | |

VsB: | | | |

 Vilas---------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.08

 | Thickest layer |0.00 | Bottom layer |0.89

 | | | |
304 Soil Survey of

Table 16a.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol and | Potential as source | Potential as source

 component name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

VsC: | | | |

 Vilas---------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.08

 | Thickest layer |0.00 | Bottom layer |0.89

 | | | |

VsD: | | | |

 Vilas---------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.08

 | Thickest layer |0.00 | Bottom layer |0.89

 | | | |

W: | | | |

 Water---------------|Not rated | |Not rated |

 | | | |

WaA: | | | |

 Wainola-------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.10

 | Thickest layer |0.00 | Bottom layer |0.25

 | | | |

WkB: | | | |

 Wayka---------------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.03

 | Thickest layer |0.00 | Bottom layer |0.16

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

WrA: | | | |

 Worcester-----------|Possible | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.04

 | Bottom layer |0.15 | Bottom layer |0.50

 | | | |

WtA: | | | |

 Wormet--------------|Possible | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.06

 | Bottom layer |0.04 | Bottom layer |0.50

 | | | |

WuA: | | | |

 Wurtsmith-----------|Improbable | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.82

 | Thickest layer |0.00 | Bottom layer |0.86

 | | | | _________________________________________________________________________
Menominee County, Wisconsin 305

Table 16b.--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. See text for further explanation of ratings in

 this table)

___________________________________________________________________________________________________

 | | |

 Map symbol and | Potential as source of | Potential as source | Potential as source

 component 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 | ___________________________________________________________________________________________________

 | | | | | |

AfB: | | | | | |

 Aftad---------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Depth to |0.89

 | organic matter | | Depth to |0.89 | saturated zone |

 | Too acid |0.68 | saturated zone | | |

 | Water erosion |0.90 | | | |

 | | | | | |

AnB: | | | | | |

 Annalake------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Depth to |0.89

 | organic matter | | Depth to |0.89 | saturated zone |

 | Too acid |0.54 | saturated zone | | |

 | | | | | |

AtB: | | | | | |

 Antigo--------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Hard to reclaim |0.50

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | Water erosion |0.90 | | | |

 | | | | | |

AuA: | | | | | |

 Au Gres-------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | saturated zone | | Depth to |0.00

 | Low content of |0.12 | Low strength |0.00 | saturated zone |

 | organic matter |0.12 | | | Rock fragments |0.97

 | Too acid |0.61 | | | |

 | Droughty |0.99 | | | |

 | | | | | |

CeB: | | | | | |

 Cress---------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Droughty |0.02 | | | Rock fragments |0.00

 | Low content of |0.12 | | | Hard to reclaim |0.02

 | organic matter | | | | |

 | Too acid |0.54 | | | |

 | | | | | |

CeC: | | | | | |

 Cress---------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Droughty |0.02 | | | Rock fragments |0.00

 | Low content of |0.12 | | | Hard to reclaim |0.02

 | organic matter | | | | Slope |0.63

 | Too acid |0.54 | | | |

 | | | | | |

CeD: | | | | | |

 Cress---------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Slope |0.00

 | Droughty |0.02 | Slope |0.00 | Too sandy |0.00

 | Low content of |0.12 | | | Rock fragments |0.00

 | organic matter | | | | Hard to reclaim |0.02

 | Too acid |0.54 | | | |

 | | | | | |
306 Soil Survey of

Table 16b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Potential as source of | Potential as source | Potential as source

 component 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 | ___________________________________________________________________________________________________

 | | | | | |

CmA: | | | | | |

 Crex----------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | Depth to |0.89 | Too acid |0.76

 | Low content of |0.12 | saturated zone | | Depth to |0.89

 | organic matter | | | | saturated zone |

 | Too acid |0.50 | | | |

 | Droughty |0.70 | | | |

 | | | | | |

CrB: | | | | | |

 Cromwell------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Too acid |0.98

 | organic matter | | | | |

 | Too acid |0.54 | | | |

 | | | | | |

CrC: | | | | | |

 Cromwell------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Slope |0.63

 | organic matter | | | | |

 | Too acid |0.54 | | | Too acid |0.98

 | | | | | |

CrD: | | | | | |

 Cromwell------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Low strength |0.00 | Slope |0.00

 | organic matter | | Slope |0.00 | Too acid |0.98

 | Too acid |0.54 | | | |

 | | | | | |

CsA: | | | | | |

 Croswell------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | Depth to |0.89 | Depth to |0.89

 | Low content of |0.12 | saturated zone | | saturated zone |

 | organic matter | | | | Rock fragments |0.97

 | Too acid |0.50 | | | Too acid |0.99

 | Droughty |0.92 | | | |

 | | | | | |

FeB: | | | | | |

 Frechette-----------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Rock fragments |0.94

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | Carbonate content|0.92 | | | |

 | | | | | |

FeC: | | | | | |

 Frechette-----------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Slope |0.63

 | organic matter | | | | Rock fragments |0.94

 | Too acid |0.68 | | | |

 | Carbonate content|0.92 | | | |

 | | | | | |

FeD: | | | | | |

 Frechette-----------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Low strength |0.00 | Slope |0.00

 | organic matter | | Slope |0.00 | Rock fragments |0.94

 | Too acid |0.68 | | | |

 | Carbonate content|0.92 | | | |

 | | | | | |
Menominee County, Wisconsin 307

Table 16b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Potential as source of | Potential as source | Potential as source

 component 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 | ___________________________________________________________________________________________________

 | | | | | |

FrB: | | | | | |

 Frechette-----------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Rock fragments |0.94

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | Carbonate content|0.92 | | | |

 | | | | | |

FrC: | | | | | |

 Frechette-----------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Slope |0.63

 | organic matter | | | | Rock fragments |0.94

 | Too acid |0.68 | | | |

 | Carbonate content|0.92 | | | |

 | | | | | |

FrD: | | | | | |

 Frechette-----------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Low strength |0.00 | Slope |0.00

 | organic matter | | Slope |0.00 | Rock fragments |0.94

 | Too acid |0.68 | | | |

 | Carbonate content|0.92 | | | |

 | | | | | |

GaB: | | | | | |

 Grayling------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Too acid |0.88

 | Low content of |0.12 | | | Rock fragments |0.97

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.88 | | | |

 | | | | | |

GaC: | | | | | |

 Grayling------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.63

 | Low content of |0.12 | | | Too acid |0.88

 | organic matter | | | | Rock fragments |0.97

 | Too acid |0.50 | | | |

 | Droughty |0.88 | | | |

 | | | | | |

GaD: | | | | | |

 Grayling------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Slope |0.00

 | Wind erosion |0.00 | Slope |0.00 | Too sandy |0.00

 | Low content of |0.12 | | | Too acid |0.88

 | organic matter | | | | Rock fragments |0.97

 | Too acid |0.50 | | | |

 | Droughty |0.88 | | | |

 | | | | | |

GyB: | | | | | |

 Grayling------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Too acid |0.88

 | Low content of |0.12 | | | Rock fragments |0.97

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.66 | | | |

 | | | | | |
308 Soil Survey of

Table 16b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Potential as source of | Potential as source | Potential as source

 component 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 | ___________________________________________________________________________________________________

 | | | | | |

GyC: | | | | | |

 Grayling------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.63

 | Low content of |0.12 | | | Too acid |0.88

 | organic matter | | | | Rock fragments |0.97

 | Too acid |0.50 | | | |

 | Droughty |0.66 | | | |

 | | | | | |

GyD: | | | | | |

 Grayling------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Slope |0.00

 | Wind erosion |0.00 | Slope |0.00 | Too sandy |0.00

 | Low content of |0.12 | | | Too acid |0.88

 | organic matter | | | | Rock fragments |0.97

 | Too acid |0.50 | | | |

 | Droughty |0.66 | | | |

 | | | | | |

IgA: | | | | | |

 Ingalls-------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to |0.00 | Depth to |0.00

 | Too sandy |0.00 | saturated zone | | saturated zone |

 | Low content of |0.12 | Low strength |0.00 | Too sandy |0.00

 | organic matter | | | | |

 | Too acid |0.54 | | | |

 | Water erosion |0.90 | | | |

 | | | | | |

IsB: | | | | | |

 Iosco---------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to |0.00 | Depth to |0.00

 | Too sandy |0.02 | saturated zone | | saturated zone |

 | Low content of |0.50 | Low strength |0.00 | Too sandy |0.02

 | organic matter | | | | Rock fragments |0.97

 | Carbonate content|0.80 | | | |

 | Too acid |0.84 | | | |

 | Water erosion |0.99 | | | |

 | | | | | |

IxB: | | | | | |

 Ishpeming-----------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to bedrock |0.00 | Too sandy |0.00

 | Too sandy |0.00 | Low strength |0.00 | Depth to bedrock |0.58

 | Droughty |0.01 | | | Rock fragments |0.95

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Depth to bedrock |0.58 | | | |

 | Too acid |0.68 | | | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

IxC: | | | | | |

 Ishpeming-----------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to bedrock |0.00 | Too sandy |0.00

 | Too sandy |0.00 | Low strength |0.00 | Depth to bedrock |0.58

 | Droughty |0.01 | | | Slope |0.63

 | Low content of |0.12 | | | Rock fragments |0.95

 | organic matter | | | | |

 | Depth to bedrock |0.58 | | | |

 | Too acid |0.68 | | | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |
Menominee County, Wisconsin 309

Table 16b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Potential as source of | Potential as source | Potential as source

 component 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 | ___________________________________________________________________________________________________

 | | | | | |

KaB: | | | | | |

 Karlin--------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Low content of |0.12 | | | Rock fragments |0.97

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.61 | | | |

 | | | | | |

KaC: | | | | | |

 Karlin--------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Low content of |0.12 | | | Slope |0.63

 | organic matter | | | | Rock fragments |0.97

 | Too acid |0.50 | | | |

 | Droughty |0.61 | | | |

 | | | | | |

KaD: | | | | | |

 Karlin--------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Slope |0.00

 | Low content of |0.12 | Slope |0.00 | Too sandy |0.00

 | organic matter | | | | Rock fragments |0.97

 | Too acid |0.50 | | | |

 | Droughty |0.61 | | | |

 | | | | | |

KeC: | | | | | |

 Kennan--------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Rock fragments |0.28

 | organic matter | | | | Slope |0.63

 | Too acid |0.88 | | | Hard to reclaim |0.68

 | Water erosion |0.99 | | | |

 | | | | | |

KeD: | | | | | |

 Kennan--------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Low strength |0.00 | Slope |0.00

 | organic matter | | Slope |0.00 | Rock fragments |0.28

 | Too acid |0.88 | | | Hard to reclaim |0.68

 | Water erosion |0.99 | | | |

 | | | | | |

KoC: | | | | | |

 Kennan--------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Rock fragments |0.28

 | organic matter | | | | Slope |0.63

 | Too acid |0.88 | | | Hard to reclaim |0.68

 | Water erosion |0.99 | | | |

 | | | | | |

KoD: | | | | | |

 Kennan--------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Low strength |0.00 | Slope |0.00

 | organic matter | | Slope |0.00 | Rock fragments |0.28

 | Too acid |0.88 | | | Hard to reclaim |0.68

 | Water erosion |0.99 | | | |

 | | | | | |

KxB: | | | | | |

 Keshena-------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Depth to |0.89

 | organic matter | | Depth to |0.89 | saturated zone |

 | Too acid |0.88 | saturated zone | | Rock fragments |0.97

 | Carbonate content|0.92 | Shrink-swell |0.95 | |

 | | | | | |
310 Soil Survey of

Table 16b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Potential as source of | Potential as source | Potential as source

 component 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 | ___________________________________________________________________________________________________

 | | | | | |

LaB: | | | | | |

 Lablatz-------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.32 | Low strength |0.00 | Too acid |0.88

 | Carbonate content|0.92 | | | Rock fragments |0.97

 | | | | | |

LDF: | | | | | |

 Landfill------------|Not rated | |Not rated | |Not rated |

 | | | | | |

LoA: | | | | | |

 Loxley--------------|Fair | |Poor | |Poor |

 | Too acid |0.50 | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | Low strength |0.00 | Content of |0.00

 | | | | | organic matter |

 | | | | | Too acid |0.00

 | | | | | |

LuA: | | | | | |

 Lupton--------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to |0.00 | Depth to |0.00

 | | | saturated zone | | saturated zone |

 | | | Low strength |0.00 | Content of |0.00

 | | | | | organic matter |

 | | | | | |

 Markey--------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to |0.00 | Depth to |0.00

 | Low content of |0.12 | saturated zone | | saturated zone |

 | organic matter | | Low strength |0.00 | Content of |0.00

 | | | | | organic matter |

 | | | | | |

 Cathro--------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to |0.00 | Depth to |0.00

 | Too acid |0.97 | saturated zone | | saturated zone |

 | | | Low strength |0.00 | Content of |0.00

 | | | | | organic matter |

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

MaB: | | | | | |

 Mahtomedi-----------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Rock fragments |0.00

 | Droughty |0.08 | | | Hard to reclaim |0.82

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.84 | | | |

 | | | | | |

MaC: | | | | | |

 Mahtomedi-----------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Rock fragments |0.00

 | Droughty |0.08 | | | Slope |0.63

 | Low content of |0.12 | | | Hard to reclaim |0.82

 | organic matter | | | | |

 | Too acid |0.84 | | | |

 | | | | | |
Menominee County, Wisconsin 311

Table 16b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Potential as source of | Potential as source | Potential as source

 component 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 | ___________________________________________________________________________________________________

 | | | | | |

MaD: | | | | | |

 Mahtomedi-----------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Slope |0.00

 | Wind erosion |0.00 | Slope |0.00 | Too sandy |0.00

 | Droughty |0.08 | | | Rock fragments |0.00

 | Low content of |0.12 | | | Hard to reclaim |0.82

 | organic matter | | | | |

 | Too acid |0.84 | | | |

 | | | | | |

MoC: | | | | | |

 Menominee-----------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Low strength |0.00 | Too sandy |0.00

 | Too sandy |0.00 | Shrink-swell |0.99 | Slope |0.63

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.32 | | | |

 | Carbonate content|0.68 | | | |

 | | | | | |

MoD: | | | | | |

 Menominee-----------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Low strength |0.00 | Slope |0.00

 | Too sandy |0.00 | Slope |0.00 | Too sandy |0.00

 | Low content of |0.12 | Shrink-swell |0.99 | |

 | organic matter | | | | |

 | Too acid |0.32 | | | |

 | Carbonate content|0.68 | | | |

 | | | | | |

MqB: | | | | | |

 Mequithy------------|Fair | |Poor | |Fair |

 | Droughty |0.39 | Depth to bedrock |0.00 | Depth to bedrock |0.58

 | Too acid |0.54 | Low strength |0.00 | Rock fragments |0.98

 | Depth to bedrock |0.58 | | | Too acid |0.98

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

MqC: | | | | | |

 Mequithy------------|Fair | |Poor | |Fair |

 | Droughty |0.39 | Depth to bedrock |0.00 | Depth to bedrock |0.58

 | Too acid |0.54 | Low strength |0.00 | Slope |0.63

 | Depth to bedrock |0.58 | | | Rock fragments |0.98

 | | | | | Too acid |0.98

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

MuA: | | | | | |

 Minocqua------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to |0.00 | Depth to |0.00

 | Low content of |0.12 | saturated zone | | saturated zone |

 | organic matter | | Low strength |0.00 | Hard to reclaim |0.50

 | Water erosion |0.90 | | | Rock fragments |0.97

 | Too acid |0.97 | | | Hard to reclaim |0.99

 | | | | | |

MwB: | | | | | |

 Moodig--------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.68 | Low strength |0.00 | Rock fragments |0.12

 | | | | | Hard to reclaim |0.68

 | | | | | |
312 Soil Survey of

Table 16b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Potential as source of | Potential as source | Potential as source

 component 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 | ___________________________________________________________________________________________________

 | | | | | |

MxB: | | | | | |

 Morganlake----------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Low strength |0.00 | Too sandy |0.00

 | Too sandy |0.00 | Depth to |0.89 | Depth to |0.89

 | Low content of |0.12 | saturated zone | | saturated zone |

 | organic matter | | | | |

 | Too acid |0.74 | | | |

 | Water erosion |0.90 | | | |

 | Carbonate content|0.92 | | | |

 | | | | | |

MzB: | | | | | |

 Moshawquit----------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Rock fragments |0.98

 | Too acid |0.68 | | | |

 | Low content of |0.88 | | | |

 | organic matter | | | | |

 | | | | | |

MzC: | | | | | |

 Moshawquit----------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.63

 | Too acid |0.68 | | | Rock fragments |0.98

 | Low content of |0.88 | | | |

 | organic matter | | | | |

 | | | | | |

NeA: | | | | | |

 Neconish------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | Depth to |0.89 | Depth to |0.89

 | Low content of |0.12 | saturated zone | | saturated zone |

 | organic matter | | | | Rock fragments |0.97

 | Too acid |0.54 | | | |

 | Droughty |0.78 | | | |

 | | | | | |

NoB: | | | | | |

 Neopit--------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Rock fragments |0.28

 | organic matter | | Depth to |0.89 | Hard to reclaim |0.68

 | Too acid |0.68 | saturated zone | | Depth to |0.89

 | | | | | saturated zone |

 | | | | | |

NpB: | | | | | |

 Neopit--------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Rock fragments |0.28

 | organic matter | | Depth to |0.89 | Hard to reclaim |0.68

 | Too acid |0.68 | saturated zone | | Depth to |0.89

 | Water erosion |0.99 | | | saturated zone |

 | | | | | |

NsA: | | | | | |

 Noseum--------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Low content of |0.12 | Depth to |0.89 | Depth to |0.89

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.68 | | | Rock fragments |0.97

 | Droughty |0.99 | | | |

 | | | | | |
Menominee County, Wisconsin 313

Table 16b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Potential as source of | Potential as source | Potential as source

 component 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 | ___________________________________________________________________________________________________

 | | | | | |

PaB: | | | | | |

 Padus---------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Hard to reclaim |0.32

 | organic matter | | | | Too acid |0.98

 | Too acid |0.54 | | | |

 | Droughty |0.98 | | | |

 | | | | | |

PaC: | | | | | |

 Padus---------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Hard to reclaim |0.32

 | organic matter | | | | Slope |0.63

 | Too acid |0.54 | | | Too acid |0.98

 | Droughty |0.98 | | | |

 | | | | | |

PaD: | | | | | |

 Padus---------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Low strength |0.00 | Slope |0.00

 | organic matter | | Slope |0.00 | Hard to reclaim |0.32

 | Too acid |0.54 | | | Too acid |0.98

 | Droughty |0.98 | | | |

 | | | | | |

PbB: | | | | | |

 Padwet--------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Hard to reclaim |0.32

 | organic matter | | Depth to |0.89 | Depth to |0.89

 | Too acid |0.54 | saturated zone | | saturated zone |

 | | | | | Rock fragments |0.97

 | | | | | Too acid |0.98

 | | | | | |

PeB: | | | | | |

 Pecore--------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Rock fragments |0.97

 | organic matter | | Shrink-swell |0.97 | |

 | Too acid |0.68 | | | |

 | Carbonate content|0.92 | | | |

 | | | | | |

PeC: | | | | | |

 Pecore--------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Slope |0.63

 | organic matter | | Shrink-swell |0.97 | Rock fragments |0.97

 | Too acid |0.68 | | | |

 | Carbonate content|0.92 | | | |

 | | | | | |

PeD: | | | | | |

 Pecore--------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Low strength |0.00 | Slope |0.00

 | organic matter | | Slope |0.00 | Rock fragments |0.97

 | Too acid |0.68 | Shrink-swell |0.97 | |

 | Carbonate content|0.92 | | | |

 | | | | | |

PnB: | | | | | |

 Pence---------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Low content of |0.12 | | | Rock fragments |0.00

 | organic matter | | | | Hard to reclaim |0.50

 | Too acid |0.54 | | | |

 | Droughty |0.73 | | | |

 | | | | | |
314 Soil Survey of

Table 16b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Potential as source of | Potential as source | Potential as source

 component 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 | ___________________________________________________________________________________________________

 | | | | | |

PnC: | | | | | |

 Pence---------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Low content of |0.12 | | | Rock fragments |0.00

 | organic matter | | | | Hard to reclaim |0.50

 | Too acid |0.54 | | | Slope |0.63

 | Droughty |0.73 | | | |

 | | | | | |

PnD: | | | | | |

 Pence---------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Slope |0.00

 | Low content of |0.12 | Slope |0.00 | Too sandy |0.00

 | organic matter | | | | Rock fragments |0.00

 | Too acid |0.54 | | | Hard to reclaim |0.50

 | Droughty |0.73 | | | |

 | | | | | |

PrB: | | | | | |

 Perote--------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Rock fragments |0.94

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | Carbonate content|0.92 | | | |

 | | | | | |

PrC: | | | | | |

 Perote--------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Slope |0.84

 | organic matter | | | | Rock fragments |0.94

 | Too acid |0.68 | | | |

 | Carbonate content|0.92 | | | |

 | | | | | |

PrD: | | | | | |

 Perote--------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Low strength |0.00 | Slope |0.00

 | organic matter | | Slope |0.00 | Rock fragments |0.94

 | Too acid |0.68 | | | |

 | Carbonate content|0.92 | | | |

 | | | | | |

PsB: | | | | | |

 Peshtigo------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.68 | Low strength |0.00 | Rock fragments |0.90

 | Carbonate content|0.92 | Shrink-swell |0.89 | |

 | | | | | |

Pt: | | | | | |

 Pits, gravel--------|Not rated | |Not rated | |Not rated |

 | | | | | |

RaB: | | | | | |

 Rabe----------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Rock fragments |0.95

 | Too acid |0.68 | | | |

 | Low content of |0.88 | | | |

 | organic matter | | | | |

 | Carbonate content|0.92 | | | |

 | | | | | |
Menominee County, Wisconsin 315

Table 16b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Potential as source of | Potential as source | Potential as source

 component 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 | ___________________________________________________________________________________________________

 | | | | | |

RaC: | | | | | |

 Rabe----------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.84

 | Too acid |0.68 | | | Rock fragments |0.95

 | Low content of |0.88 | | | |

 | organic matter | | | | |

 | Carbonate content|0.92 | | | |

 | | | | | |

RaD: | | | | | |

 Rabe----------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Slope |0.00

 | Wind erosion |0.00 | Slope |0.00 | Too sandy |0.00

 | Too acid |0.68 | | | Rock fragments |0.95

 | Low content of |0.88 | | | |

 | organic matter | | | | |

 | Carbonate content|0.92 | | | |

 | | | | | |

RbA: | | | | | |

 Robago--------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.50 | Low strength |0.00 | Rock fragments |0.97

 | | | | | |

RcA: | | | | | |

 Roscommon-----------|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

 | Too acid |0.97 | Low strength |0.00 | saturated zone |

 | | | | | |

RoB: | | | | | |

 Rosholt-------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Rock fragments |0.12

 | organic matter | | | | Hard to reclaim |0.50

 | Too acid |0.68 | | | |

 | Droughty |0.76 | | | |

 | | | | | |

RoC: | | | | | |

 Rosholt-------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Rock fragments |0.12

 | organic matter | | | | Hard to reclaim |0.50

 | Too acid |0.68 | | | Slope |0.63

 | Droughty |0.76 | | | |

 | | | | | |

RoD: | | | | | |

 Rosholt-------------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Low strength |0.00 | Slope |0.00

 | organic matter | | Slope |0.00 | Rock fragments |0.12

 | Too acid |0.68 | | | Hard to reclaim |0.50

 | Droughty |0.76 | | | |

 | | | | | |

RsB: | | | | | |

 Rousseau------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | |

 | Too acid |0.54 | | | |

 | Droughty |0.60 | | | |

 | Low content of |0.92 | | | |

 | organic matter | | | | |

 | | | | | |
316 Soil Survey of

Table 16b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Potential as source of | Potential as source | Potential as source

 component 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 | ___________________________________________________________________________________________________

 | | | | | |

RsC: | | | | | |

 Rousseau------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.63

 | Too acid |0.54 | | | |

 | Droughty |0.60 | | | |

 | Low content of |0.92 | | | |

 | organic matter | | | | |

 | | | | | |

RsD: | | | | | |

 Rousseau------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Slope |0.00

 | Wind erosion |0.00 | Slope |0.00 | Too sandy |0.00

 | Too acid |0.54 | | | |

 | Droughty |0.60 | | | |

 | Low content of |0.92 | | | |

 | organic matter | | | | |

 | | | | | |

ScA: | | | | | |

 Scott Lake----------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Low content of |0.12 | Depth to |0.89 | Rock fragments |0.12

 | organic matter | | saturated zone | | Hard to reclaim |0.18

 | Too acid |0.68 | | | Depth to |0.89

 | Droughty |0.91 | | | saturated zone |

 | | | | | |

SfB: | | | | | |

 Shawano-------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | |

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.84 | | | |

 | Droughty |0.98 | | | |

 | | | | | |

SfC: | | | | | |

 Shawano-------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.63

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.84 | | | |

 | Droughty |0.98 | | | |

 | | | | | |

SfD: | | | | | |

 Shawano-------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Slope |0.00

 | Wind erosion |0.00 | Slope |0.00 | Too sandy |0.00

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.84 | | | |

 | Droughty |0.98 | | | |

 | | | | | |

SuA: | | | | | |

 Sunia---------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Low content of |0.12 | Depth to |0.89 | Rock fragments |0.68

 | organic matter | | saturated zone | | Depth to |0.89

 | Too acid |0.54 | | | saturated zone |

 | Droughty |0.84 | | | |

 | | | | | |
Menominee County, Wisconsin 317

Table 16b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Potential as source of | Potential as source | Potential as source

 component 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 | ___________________________________________________________________________________________________

 | | | | | |

TlC: | | | | | |

 Tilleda-------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Slope |0.63

 | organic matter | | Shrink-swell |0.87 | Rock fragments |0.97

 | Too acid |0.97 | | | |

 | | | | | |

TlD: | | | | | |

 Tilleda-------------|Fair | |Poor | |Poor |

 | Low content of |0.88 | Low strength |0.00 | Slope |0.00

 | organic matter | | Slope |0.00 | Rock fragments |0.97

 | Too acid |0.97 | Shrink-swell |0.87 | |

 | | | | | |

TmA: | | | | | |

 Tipler--------------|Fair | |Poor | |Fair |

 | Low content of |0.12 | Low strength |0.00 | Hard to reclaim |0.50

 | organic matter | | Depth to |0.89 | Depth to |0.89

 | Too acid |0.54 | saturated zone | | saturated zone |

 | | | | | Rock fragments |0.97

 | | | | | Too acid |0.98

 | | | | | |

ToB: | | | | | |

 Tourtillotte--------|Poor | |Poor | |Fair |

 | Wind erosion |0.00 | Low strength |0.00 | Too sandy |0.19

 | Low content of |0.12 | Depth to |0.89 | Depth to |0.89

 | organic matter | | saturated zone | | saturated zone |

 | Too sandy |0.19 | | | Rock fragments |0.97

 | Too acid |0.54 | | | Too acid |0.98

 | | | | | |

ToC: | | | | | |

 Tourtillotte--------|Poor | |Poor | |Fair |

 | Wind erosion |0.00 | Low strength |0.00 | Too sandy |0.19

 | Low content of |0.12 | Depth to |0.89 | Slope |0.63

 | organic matter | | saturated zone | | Depth to |0.89

 | Too sandy |0.19 | | | saturated zone |

 | Too acid |0.54 | | | Rock fragments |0.97

 | | | | | Too acid |0.98

 | | | | | |

UdD: | | | | | |

 Udipsamments | | | | | |

 (earthen dam)------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Slope |0.00

 | Wind erosion |0.00 | Slope |0.00 | Too sandy |0.00

 | Droughty |0.00 | | | Too acid |0.88

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.50 | | | |

 | | | | | |

VsB: | | | | | |

 Vilas---------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Rock fragments |0.97

 | Low content of |0.12 | | | |

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | Droughty |0.78 | | | |

 | | | | | |
318 Soil Survey of

Table 16b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Potential as source of | Potential as source | Potential as source

 component 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 | ___________________________________________________________________________________________________

 | | | | | |

VsC: | | | | | |

 Vilas---------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.63

 | Low content of |0.12 | | | Rock fragments |0.97

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | Droughty |0.78 | | | |

 | | | | | |

VsD: | | | | | |

 Vilas---------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Slope |0.00

 | Wind erosion |0.00 | Slope |0.00 | Too sandy |0.00

 | Low content of |0.12 | | | Rock fragments |0.97

 | organic matter | | | | |

 | Too acid |0.68 | | | |

 | Droughty |0.78 | | | |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

WaA: | | | | | |

 Wainola-------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to |0.00 | Depth to |0.00

 | Too sandy |0.00 | saturated zone | | saturated zone |

 | Low content of |0.12 | Low strength |0.00 | Too sandy |0.00

 | organic matter |0.12 | | | Rock fragments |0.97

 | Too acid |0.54 | | | |

 | Droughty |0.95 | | | |

 | | | | | |

WkB: | | | | | |

 Wayka---------------|Fair | |Poor | |Poor |

 | Too acid |0.50 | Depth to bedrock |0.00 | Depth to |0.00

 | Depth to bedrock |0.58 | Depth to |0.00 | saturated zone |

 | Droughty |0.63 | saturated zone | | Depth to bedrock |0.58

 | Low content of |0.88 | Low strength |0.00 | Rock fragments |0.88

 | organic matter | | | | Too acid |0.98

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

WrA: | | | | | |

 Worcester-----------|Fair | |Poor | |Poor |

 | Low content of |0.12 | Depth to |0.00 | Depth to |0.00

 | organic matter | | saturated zone | | saturated zone |

 | Too acid |0.54 | Low strength |0.00 | Rock fragments |0.12

 | | | | | Hard to reclaim |0.50

 | | | | | |

WtA: | | | | | |

 Wormet--------------|Fair | |Poor | |Poor |

 | Too sandy |0.02 | Depth to |0.00 | Depth to |0.00

 | Low content of |0.12 | saturated zone | | saturated zone |

 | organic matter | | Low strength |0.00 | Too sandy |0.02

 | Too acid |0.54 | | | Rock fragments |0.12

 | | | | | Hard to reclaim |0.82

 | | | | | Too acid |0.98

 | | | | | |
Menominee County, Wisconsin 319

Table 16b.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Potential as source of | Potential as source | Potential as source

 component 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 | ___________________________________________________________________________________________________

 | | | | | |

WuA: | | | | | |

 Wurtsmith-----------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Low strength |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | Depth to |0.89 | Too acid |0.76

 | Low content of |0.12 | saturated zone | | Depth to |0.89

 | organic matter | | | | saturated zone |

 | Too acid |0.20 | | | |

 | Droughty |0.89 | | | |

 | | | | | | ___________________________________________________________________________________________________
320 Soil Survey of

Table 17.--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. See text for further explanation of ratings in

 this table)

___________________________________________________________________________________________________

 | | |

 Map symbol and | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 component name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

AfB: | | | | | |

 Aftad---------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | | Depth to |0.86 | |

 | | | saturated zone | | |

 | | | Seepage |0.02 | |

 | | | | | |

AnB: | | | | | |

 Annalake------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Piping |1.00 | Depth to water |1.00

 | | | Depth to |0.86 | |

 | | | saturated zone | | |

 | | | | | |

AtB: | | | | | |

 Antigo--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | Depth to water |1.00

 | | | | | |

AuA: | | | | | |

 Au Gres-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.72 | |

 | | | | | |

CeB: | | | | | |

 Cress---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | Depth to water |1.00

 | | | | | |

CeC: | | | | | |

 Cress---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

CeD: | | | | | |

 Cress---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |

CmA: | | | | | |

 Crex----------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Depth to |0.86 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to water |0.06

 | | | Seepage |0.34 | |

 | | | | | |

CrB: | | | | | |

 Cromwell------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.72 | Depth to water |1.00

 | | | | | |

CrC: | | | | | |

 Cromwell------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.72 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

CrD: | | | | | |

 Cromwell------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.72 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |
Menominee County, Wisconsin 321

Table 17.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 component name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

CsA: | | | | | |

 Croswell------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Depth to |0.86 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to water |0.06

 | | | Seepage |0.64 | |

 | | | | | |

FeB: | | | | | |

 Frechette-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Seepage |0.03 | Depth to water |1.00

 | | | | | |

FeC: | | | | | |

 Frechette-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Seepage |0.03 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

FeD: | | | | | |

 Frechette-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Seepage |0.03 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |

FrB: | | | | | |

 Frechette-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Seepage |0.03 | Depth to water |1.00

 | | | | | |

FrC: | | | | | |

 Frechette-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Seepage |0.03 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

FrD: | | | | | |

 Frechette-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Seepage |0.03 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |

GaB: | | | | | |

 Grayling------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.82 | Depth to water |1.00

 | | | | | |

GaC: | | | | | |

 Grayling------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.82 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

GaD: | | | | | |

 Grayling------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.82 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |

GyB: | | | | | |

 Grayling------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.82 | Depth to water |1.00

 | | | | | |

GyC: | | | | | |

 Grayling------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.82 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

GyD: | | | | | |

 Grayling------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.82 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |
322 Soil Survey of

Table 17.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 component name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

IgA: | | | | | |

 Ingalls-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.28 | |

 | | | | | |

IsB: | | | | | |

 Iosco---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.10 | |

 | | | | | |

IxB: | | | | | |

 Ishpeming-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.85 | Seepage |0.30 | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

IxC: | | | | | |

 Ishpeming-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.85 | Seepage |0.30 | |

 | Slope |0.01 | | | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

KaB: | | | | | |

 Karlin--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | Depth to water |1.00

 | | | | | |

KaC: | | | | | |

 Karlin--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

KaD: | | | | | |

 Karlin--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.64 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |

KeC: | | | | | |

 Kennan--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.10 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

KeD: | | | | | |

 Kennan--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.10 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |

KoC: | | | | | |

 Kennan--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.10 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

KoD: | | | | | |

 Kennan--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.10 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |
Menominee County, Wisconsin 323

Table 17.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 component name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

KxB: | | | | | |

 Keshena-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.54 | Depth to |0.86 | Depth to water |1.00

 | | | saturated zone | | |

 | | | | | |

LaB: | | | | | |

 Lablatz-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Seepage |0.72 | Depth to |1.00 | Slow refill |0.28

 | | | saturated zone | | Cutbanks cave |0.10

 | | | Seepage |0.03 | |

 | | | | | |

LDF: | | | | | |

 Landfill------------|Not rated | |Not rated | |Not rated |

 | | | | | |

LoA: | | | | | |

 Loxley--------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Content of |1.00 | Cutbanks cave |0.10

 | | | organic matter | | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | | | |

LuA: | | | | | |

 Lupton--------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Content of |1.00 | Cutbanks cave |0.10

 | | | organic matter | | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | | | |

 Markey--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Seepage |0.64 | |

 | | | | | |

 Cathro--------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Content of |1.00 | Cutbanks cave |0.10

 | | | organic matter | | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | | | |

M-W: | | | | | |

 Miscellaneous water |Not rated | |Not rated | |Not rated |

 | | | | | |

MaB: | | | | | |

 Mahtomedi-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.72 | Depth to water |1.00

 | | | | | |

MaC: | | | | | |

 Mahtomedi-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.72 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

MaD: | | | | | |

 Mahtomedi-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.72 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |
324 Soil Survey of

Table 17.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 component name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

MoC: | | | | | |

 Menominee-----------|Very limited | |Not limited | |Very limited |

 | Seepage |1.00 | | | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

MoD: | | | | | |

 Menominee-----------|Very limited | |Not limited | |Very limited |

 | Seepage |1.00 | | | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |

MqB: | | | | | |

 Mequithy------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.85 | Seepage |0.04 | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

MqC: | | | | | |

 Mequithy------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.85 | Depth to water |1.00

 | Depth to bedrock |0.85 | Seepage |0.04 | |

 | Slope |0.01 | | | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

MuA: | | | | | |

 Minocqua------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.50 | |

 | | | | | |

MwB: | | | | | |

 Moodig--------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |0.10

 | | | saturated zone | | |

 | | | Seepage |0.03 | |

 | | | | | |

MxB: | | | | | |

 Morganlake----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Piping |1.00 | Depth to water |1.00

 | | | Depth to |0.86 | |

 | | | saturated zone | | |

 | | | | | |

MzB: | | | | | |

 Moshawquit----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.86 | Depth to water |1.00

 | | | | | |

MzC: | | | | | |

 Moshawquit----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.86 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

NeA: | | | | | |

 Neconish------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Depth to |0.86 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to water |0.06

 | | | Seepage |0.36 | |

 | | | | | |
Menominee County, Wisconsin 325

Table 17.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 component name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

NoB: | | | | | |

 Neopit--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Depth to |0.86 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.10 | |

 | | | | | |

NpB: | | | | | |

 Neopit--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Depth to |0.86 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.10 | |

 | | | | | |

NsA: | | | | | |

 Noseum--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Depth to |0.86 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to water |0.06

 | | | Seepage |0.40 | |

 | | | | | |

PaB: | | | | | |

 Padus---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | Depth to water |1.00

 | | | | | |

PaC: | | | | | |

 Padus---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

PaD: | | | | | |

 Padus---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |

PbB: | | | | | |

 Padwet--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Depth to |0.86 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.50 | |

 | | | | | |

PeB: | | | | | |

 Pecore--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | Depth to water |1.00

 | | | | | |

PeC: | | | | | |

 Pecore--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

PeD: | | | | | |

 Pecore--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |

PnB: | | | | | |

 Pence---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.58 | Depth to water |1.00

 | | | | | |

PnC: | | | | | |

 Pence---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.58 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |
326 Soil Survey of

Table 17.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 component name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

PnD: | | | | | |

 Pence---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.58 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |

PrB: | | | | | |

 Perote--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | Depth to water |1.00

 | | | | | |

PrC: | | | | | |

 Perote--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | Depth to water |1.00

 | | | | | |

PrD: | | | | | |

 Perote--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |

PsB: | | | | | |

 Peshtigo------------|Somewhat limited | |Very limited | |Very limited |

 | Seepage |0.72 | Depth to |1.00 | Depth to water |1.00

 | | | saturated zone | | |

 | | | | | |

Pt: | | | | | |

 Pits, gravel--------|Not rated | |Not rated | |Very limited |

 | | | | | |

RaB: | | | | | |

 Rabe----------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.72 | Depth to water |1.00

 | | | | | |

RaC: | | | | | |

 Rabe----------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.72 | Depth to water |1.00

 | | | | | |

RaD: | | | | | |

 Rabe----------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.72 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |

RbA: | | | | | |

 Robago--------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Seepage |0.72 | Depth to |1.00 | Slow refill |0.28

 | | | saturated zone | | Cutbanks cave |0.10

 | | | Piping |1.00 | |

 | | | Seepage |0.04 | |

 | | | | | |

RcA: | | | | | |

 Roscommon-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.89 | |

 | | | | | |

RoB: | | | | | |

 Rosholt-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | Depth to water |1.00

 | | | | | |

RoC: | | | | | |

 Rosholt-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |
Menominee County, Wisconsin 327

Table 17.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 component name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

RoD: | | | | | |

 Rosholt-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.50 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |

RsB: | | | | | |

 Rousseau------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.25 | Depth to water |1.00

 | | | | | |

RsC: | | | | | |

 Rousseau------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.25 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

RsD: | | | | | |

 Rousseau------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.25 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |

ScA: | | | | | |

 Scott Lake----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Depth to |0.86 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to water |0.06

 | | | Seepage |0.50 | |

 | | | | | |

SfB: | | | | | |

 Shawano-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.36 | Depth to water |1.00

 | | | | | |

SfC: | | | | | |

 Shawano-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.36 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

SfD: | | | | | |

 Shawano-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.36 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |

SuA: | | | | | |

 Sunia---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Depth to |0.86 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to water |0.06

 | | | Seepage |0.64 | |

 | | | | | |

TlC: | | | | | |

 Tilleda-------------|Somewhat limited | |Not limited | |Very limited |

 | Seepage |0.72 | | | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

TlD: | | | | | |

 Tilleda-------------|Somewhat limited | |Not limited | |Very limited |

 | Seepage |0.72 | | | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |

TmA: | | | | | |

 Tipler--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Depth to |0.86 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to water |0.06

 | | | Seepage |0.50 | |

 | | | | | |
328 Soil Survey of

Table 17.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 component name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

ToB: | | | | | |

 Tourtillotte--------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Depth to |0.86 | Depth to water |1.00

 | | | saturated zone | | |

 | | | Seepage |0.82 | |

 | | | | | |

ToC: | | | | | |

 Tourtillotte--------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Depth to |0.86 | Depth to water |1.00

 | Slope |0.01 | saturated zone | | |

 | | | Seepage |0.82 | |

 | | | | | |

UdD: | | | | | |

 Udipsamments | | | | | |

 (earthen dam)------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.82 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |

VsB: | | | | | |

 Vilas---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.89 | Depth to water |1.00

 | | | | | |

VsC: | | | | | |

 Vilas---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.89 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

VsD: | | | | | |

 Vilas---------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.89 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | |

WaA: | | | | | |

 Wainola-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.25 | |

 | | | | | |

WkB: | | | | | |

 Wayka---------------|Somewhat limited | |Very limited | |Very limited |

 | Depth to bedrock |0.85 | Depth to |1.00 | Depth to hard |1.00

 | Seepage |0.72 | saturated zone | | bedrock |

 | | | Thin layer |0.85 | Cutbanks cave |1.00

 | | | Seepage |0.16 | Slow refill |0.28

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

WrA: | | | | | |

 Worcester-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.50 | |

 | | | | | |

WtA: | | | | | |

 Wormet--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.50 | |

 | | | | | |
Menominee County, Wisconsin 329

Table 17.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol and | Pond reservoir areas | Embankments, dikes, and | Aquifer-fed

 component name | | levees | excavated ponds

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

WuA: | | | | | |

 Wurtsmith-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.86 | Cutbanks cave |1.00

 | | | Depth to |0.86 | Depth to water |0.06

 | | | saturated zone | | |

 | | | | | | ___________________________________________________________________________________________________
Table 18.--Engineering Index Properties (Absence of an entry indicates that the data were not estimated) _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | AfB: | | | | | | | | |  Aftad-----------| 0-4 |Loam |ML, CL-ML |A-4 | 0 | 0 |95-100|90-100|65-95  | 4-12 |Fine sandy |CL-ML, ML, |A-2-4, A-4 | 0 | 0 |95-100|90-100|45-95  | | loam, sandy | SM, SC-SM | | | | | |  | | loam, loam, | | | | | | |  | | very fine | | | | | | |  | | sandy loam | | | | | | |  | 12-28 |Fine sandy |CL, SM, ML, |A-4 | 0 | 0 |95-100|90-100|65-95  | | loam, loam, | SC | | | | | |  | | very fine | | | | | | |  | | sandy loam, | | | | | | |  | | sandy loam | | | | | | |  | 28-60 |Stratified |ML, CL-ML, |A-2-4, A-4 | 0 | 0 |95-100|90-100|65-95  | | sandy loam to | SC-SM, SM | | | | | |  | | silt loam | | | | | | |  | | | | | | | | | AnB: | | | | | | | | |  Annalake--------| 0-1 |Highly | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Fine sandy loam|ML, SC-SM, |A-2-4, A-4 | 0 | 0 |90-100|85-100|50-85  | | | CL-ML, SM | | | | | |  | 3-12 |Very fine sandy|ML, CL-ML, |A-2-4, A-4 | 0 | 0 |90-100|85-100|50-95  | | loam, loam, | SC-SM, SM | | | | | |  | | sandy loam, | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 12-25 |Loam, sandy |ML, CL-ML, |A-2-4, A-4 | 0 | 0 |90-100|85-100|50-95  | | loam, fine | SC-SM, SM | | | | | |  | | sandy loam, | | | | | | |  | | very fine | | | | | | |  | | sandy loam | | | | | | |  | 25-40 |Very fine sandy|ML, SC, SM, |A-2-4, A-4 | 0 | 0 |90-100|85-100|50-95  | | loam, sandy | SC-SM, CL-ML| | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | loamy very | | | | | | |  | | fine sand, | | | | | | |  | | loam | | | | | | |  | 40-62 |Stratified |ML, SC-SM, |A-2-4, A-4 | 0 | 0 |90-100|85-100|50-95  | | loamy very | CL-ML, SM | | | | | |  | | fine sand to | | | | | | |  | | silt loam | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | AtB: | | | | | | | | |  Antigo----------| 0-4 |Silt loam |CL-ML, ML |A-4 | 0 | 0-3 |95-100|90-100|70-10 | 4-12 |Silt loam |CL-ML, ML |A-4 | 0 | 0-3 |95-100|90-100|70-10 | 12-24 |Loam, fine |CL, SC-SM, |A-4 | 0 | 0-3 |95-100|90-100|70-10 | | sandy loam, | CL-ML | | | | | |  | | sandy loam, | | | | | | |  | | silt loam | | | | | | |  | 24-27 |Sand, loamy |GM, SM, SP-SM|A-1, A-2, A-3| 0 | 0-9 |50-100|45-100|25-75  | | sand, gravelly| | | | | | |  | | sand, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 27-60 |Stratified sand|GP, SP-SM, |A-1, A-2, | 0 | 0-9 |30-100|25-100|10-70  | | to gravelly | GP-GM, SP | A-3, A-1-b, | | | | |  | | sand | | A-2-4 | | | | |  | | | | | | | | | AuA: | | | | | | | | |  Au Gres---------| 0-1 |Moderately | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Highly |PT |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 3-7 |Loamy sand |SC-SM, SM |A-1-b, A-2-4 | 0 | 0 |95-100|75-100|35-75  | 7-21 |Loamy sand, |SC-SM, SM, |A-1-b, A-3, | 0 | 0 |95-100|75-100|35-75  | | sand | SP-SM, SP | A-2-4 | | | | |  | 21-63 |Sand |SP, SP-SM |A-2-4, A-1-b,| 0 | 0 |95-100|75-100|35-70  | | | | A-3 | | | | |  | | | | | | | | | CeB: | | | | | | | | |  Cress-----------| 0-3 |Sandy loam |SM, SC-SM |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|50-70  | 3-14 |Fine sandy |SM, SC-SM |A-2-4, A-4 | 0 | 0-5 |75-100|70-100|40-85  | | loam, sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam | | | | | | |  | 14-26 |Gravelly loamy |SM, GP, SP, |A-1-a, A-3 | 0 | 0-5 |35-75 |30-75 | 9-55  | | coarse sand, | SP-SM | | | | | |  | | gravelly sand,| | | | | | |  | | coarse sand, | | | | | | |  | | loamy sand, | | | | | | |  | | sand | | | | | | |  | 26-60 |Stratified |SM, GP, SP, |A-1-a | 0 | 0-5 |35-75 |30-75 | 9-30  | | gravelly | SP-SM | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and | | | | | >10 | 3-10 |____________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | CeC: | | | | | | | | |  Cress-----------| 0-3 |Sandy loam |SM, SC-SM |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|50-70  | 3-14 |Fine sandy |SM, SC-SM |A-2-4, A-4 | 0 | 0-5 |75-100|70-100|40-85  | | loam, gravelly| | | | | | |  | | sandy loam, | | | | | | |  | | sandy loam | | | | | | |  | 14-26 |Sand, gravelly |SM, GP, SP, |A-1-a, A-3 | 0 | 0-5 |35-75 |30-75 | 9-55  | | loamy coarse | SP-SM | | | | | |  | | sand, gravelly| | | | | | |  | | sand, coarse | | | | | | |  | | sand, loamy | | | | | | |  | | sand | | | | | | |  | 26-60 |Stratified |SM, GP, SP, |A-1-a | 0 | 0-5 |35-75 |30-75 | 9-30  | | gravelly | SP-SM | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | CeD: | | | | | | | | |  Cress-----------| 0-3 |Sandy loam |SM, SC-SM |A-2-4, A-4 | 0 | 0-5 |85-100|80-100|50-70  | 3-14 |Sandy loam, |SM, SC-SM |A-2-4, A-4 | 0 | 0-5 |75-100|70-100|40-85  | | gravelly sandy| | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 14-26 |Loamy sand, |SM, GP, SP, |A-1-a, A-3 | 0 | 0-5 |35-75 |30-75 | 9-55  | | coarse sand, | SP-SM | | | | | |  | | sand, gravelly| | | | | | |  | | loamy coarse | | | | | | |  | | sand, gravelly| | | | | | |  | | sand | | | | | | |  | 26-60 |Stratified |SM, GP, SP, |A-1-a | 0 | 0-5 |35-75 |30-75 | 9-30  | | gravelly | SP-SM | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | CmA: | | | | | | | | |  Crex------------| 0-3 |Fine sand |SM |A-2-4 | 0 | 0 | 100 | 100 |75-80  | 3-37 |Loamy fine |SM |A-2-4 | 0 | 0 | 100 | 100 |65-95  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 37-60 |Loamy fine |SM, SP-SM |A-1-b, A-3, | 0 | 0 | 100 | 100 |30-85  | | sand, sand, | | A-2-4 | | | | |  | | fine sand | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | CrB: | | | | | | | | |  Cromwell--------| 0-21 |Sandy loam |SM |A-2, A-4 | 0 | 0 |95-100|80-100|55-70  | 21-60 |Sand, loamy |SM, SP-SM, SP|A-1, A-3, A-2| 0 | 0-2 |80-100|60-100|35-70  | | sand, gravelly| | | | | | |  | | sand, coarse | | | | | | |  | | sand | | | | | | |  | | | | | | | | | CrC: | | | | | | | | |  Cromwell--------| 0-21 |Sandy loam |SM |A-2, A-4 | 0 | 0 |95-100|80-100|55-70  | 21-60 |Loamy sand, |SM, SP-SM, SP|A-1, A-3, A-2| 0 | 0-2 |80-100|60-100|35-70  | | gravelly sand,| | | | | | |  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | | | | | | | | | CrD: | | | | | | | | |  Cromwell--------| 0-21 |Sandy loam |SM |A-2, A-4 | 0 | 0 |95-100|80-100|55-70  | 21-60 |Gravelly sand, |SM, SP-SM, SP|A-1, A-3, A-2| 0 | 0-2 |80-100|60-100|35-70  | | loamy sand, | | | | | | |  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | | | | | | | | | CsA: | | | | | | | | |  Croswell--------| 0-2 |Highly | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Loamy sand |SM, SC-SM |A-1-b, A-2 | 0 | 0 |90-100|75-100|40-75  | 4-26 |Loamy sand, |SM, SP, SP-SM|A-2-4, A-1-b,| 0 | 0 |90-100|75-100|40-75  | | sand | | A-3 | | | | |  | 26-62 |Sand |SP, SP-SM |A-1-b, A-2-4,| 0 | 0 |90-100|75-100|40-70  | | | | A-3 | | | | |  | | | | | | | | | FeB: | | | | | | | | |  Frechette-------| 0-4 |Fine sandy loam|CL-ML, ML |A-4 | 0 | 0-9 |80-100|75-98 |50-85  | 4-12 |Loam, fine |CL-ML, SC-SM,|A-2, A-4 | 0 | 0-9 |80-100|75-98 |50-95  | | sandy loam, | SM, ML | | | | | |  | | sandy loam | | | | | | |  | 12-45 |Sandy loam, |CL-ML, ML, |A-4, A-2 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loamy sand, | SM, SC-SM | | | | | |  | | fine sandy | | | | | | |  | | loam, loam | | | | | | |  | 45-63 |Fine sandy |CL, SM, ML, |A-2, A-4 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loam, loam, | SC | | | | | |  | | sandy loam | | | | | | |  | 63-80 |Fine sandy |SM, ML, |A-2, A-4 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loam, loam, | SC-SM, CL-ML| | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | FeC: | | | | | | | | |  Frechette-------| 0-4 |Fine sandy loam|CL-ML, ML |A-4 | 0 | 0-9 |80-100|75-98 |50-85  | 4-12 |Loam, fine |CL-ML, SC-SM,|A-2, A-4 | 0 | 0-9 |80-100|75-98 |50-95  | | sandy loam, | SM, ML | | | | | |  | | sandy loam | | | | | | |  | 12-45 |Loam, sandy |CL-ML, ML, |A-4, A-2 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loam, fine | SM, SC-SM | | | | | |  | | sandy loam, | | | | | | |  | | loamy sand | | | | | | |  | 45-63 |Fine sandy |CL, SM, ML, |A-2, A-4 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loam, loam, | SC | | | | | |  | | sandy loam | | | | | | |  | 63-80 |Fine sandy |SM, ML, |A-2, A-4 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loam, loam, | SC-SM, CL-ML| | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | FeD: | | | | | | | | |  Frechette-------| 0-4 |Fine sandy loam|CL-ML, ML |A-4 | 0 | 0-9 |80-100|75-98 |50-85  | 4-12 |Loam, fine |CL-ML, SC-SM,|A-2, A-4 | 0 | 0-9 |80-100|75-98 |50-95  | | sandy loam, | SM, ML | | | | | |  | | sandy loam | | | | | | |  | 12-45 |Loam, sandy |CL-ML, ML, |A-4, A-2 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loam, fine | SM, SC-SM | | | | | |  | | sandy loam, | | | | | | |  | | loamy sand | | | | | | |  | 45-63 |Fine sandy |CL, SM, ML, |A-2, A-4 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loam, loam, | SC | | | | | |  | | sandy loam | | | | | | |  | 63-80 |Fine sandy |SM, ML, |A-2, A-4 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loam, loam, | SC-SM, CL-ML| | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | FrB: | | | | | | | | |  Frechette-------| 0-4 |Sandy loam |SM |A-4, A-2-4 | 0 | 0-9 |80-100|75-100|60-70  | 4-12 |Loam, fine |CL-ML, SC-SM,|A-2, A-4 | 0 | 0-9 |80-100|75-98 |50-95  | | sandy loam, | SM, ML | | | | | |  | | sandy loam | | | | | | |  | 12-45 |Loam, fine |CL-ML, ML, |A-4, A-2 | 0-1 | 0-9 |80-100|75-98 |50-95  | | sandy loam, | SM, SC-SM | | | | | |  | | loamy sand, | | | | | | |  | | sandy loam | | | | | | |  | 45-63 |Loam, sandy |ML, CL, SC, |A-2, A-4 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loam, fine | SM | | | | | |  | | sandy loam | | | | | | |  | 63-80 |Fine sandy |ML, CL-ML, |A-2, A-4 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loam, sandy | SM, SC-SM | | | | | |  | | loam, loam | | | | | | |  | | | | | | | | | FrC: | | | | | | | | |  Frechette-------| 0-4 |Sandy loam |SM |A-4, A-2-4 | 0 | 0-9 |80-100|75-100|60-70  | 4-12 |Loam, fine |CL-ML, SC-SM,|A-2, A-4 | 0 | 0-9 |80-100|75-98 |50-95  | | sandy loam, | SM, ML | | | | | |  | | sandy loam | | | | | | |  | 12-45 |Sandy loam, |CL-ML, ML, |A-4, A-2 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loam, loamy | SM, SC-SM | | | | | |  | | sand, fine | | | | | | |  | | sandy loam | | | | | | |  | 45-63 |Loam, sandy |ML, CL, SC, |A-2, A-4 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loam, fine | SM | | | | | |  | | sandy loam | | | | | | |  | 63-80 |Fine sandy |ML, CL-ML, |A-2, A-4 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loam, loam, | SM, SC-SM | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | FrD: | | | | | | | | |  Frechette-------| 0-4 |Sandy loam |SM |A-4, A-2-4 | 0 | 0-9 |80-100|75-100|60-70  | 4-12 |Loam, fine |CL-ML, SC-SM,|A-2, A-4 | 0 | 0-9 |80-100|75-98 |50-95  | | sandy loam, | SM, ML | | | | | |  | | sandy loam | | | | | | |  | 12-45 |Sandy loam, |CL-ML, ML, |A-4, A-2 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loam, fine | SM, SC-SM | | | | | |  | | sandy loam, | | | | | | |  | | loamy sand | | | | | | |  | 45-63 |Fine sandy |ML, CL, SC, |A-2, A-4 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loam, loam, | SM | | | | | |  | | sandy loam | | | | | | |  | 63-80 |Sandy loam, |ML, CL-ML, |A-2, A-4 | 0-1 | 0-9 |80-100|75-98 |50-95  | | fine sandy | SM, SC-SM | | | | | |  | | loam, loam | | | | | | |  | | | | | | | | | GaB: | | | | | | | | |  Grayling--------| 0-2 |Highly | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-5 |Loamy sand |SM |A-2-4, A-3 | 0 | 0 |95-100|90-100|45-70  | 5-26 |Sand |SP-SM, SM |A-2-4, A-3, | 0 | 0 |80-100|75-100|20-75  | | | | A-1-b | | | | |  | 26-62 |Sand |SP, SP-SM |A-2-4, A-3 | 0 | 0 |95-100|90-100|20-70  | | | | | | | | | GaC: | | | | | | | | |  Grayling--------| 0-2 |Highly | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-5 |Loamy sand |SM |A-2-4, A-3 | 0 | 0 |95-100|90-100|45-70  | 5-26 |Sand |SP-SM, SM |A-2-4, A-3, | 0 | 0 |80-100|75-100|20-75  | | | | A-1-b | | | | |  | 26-62 |Sand |SP, SP-SM |A-2-4, A-3 | 0 | 0 |95-100|90-100|20-70  | | | | | | | | | GaD: | | | | | | | | |  Grayling--------| 0-2 |Highly | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-5 |Loamy sand |SM |A-2-4, A-3 | 0 | 0 |95-100|90-100|45-70  | 5-26 |Sand |SP-SM, SM |A-2-4, A-3, | 0 | 0 |80-100|75-100|20-75  | | | | A-1-b | | | | |  | 26-62 |Sand |SP, SP-SM |A-2-4, A-3 | 0 | 0 |95-100|90-100|20-70  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | GyB: | | | | | | | | |  Grayling--------| 0-2 |Highly | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-5 |Sand |SP, SP-SM |A-2-4, A-3 | 0 | 0 |95-100|90-100|45-70  | 5-26 |Loamy sand, |SP-SM, SM |A-2-4, A-3, | 0 | 0 |80-100|75-100|20-75  | | sand | | A-1-b | | | | |  | 26-62 |Sand |SP, SP-SM |A-2-4, A-3 | 0 | 0 |95-100|90-100|20-70  | | | | | | | | | GyC: | | | | | | | | |  Grayling--------| 0-2 |Highly | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-5 |Sand |SP, SP-SM |A-2-4, A-3 | 0 | 0 |95-100|90-100|45-70  | 5-26 |Sand, loamy |SP-SM, SM |A-2-4, A-3, | 0 | 0 |80-100|75-100|20-75  | | sand | | A-1-b | | | | |  | 26-62 |Sand |SP, SP-SM |A-2-4, A-3 | 0 | 0 |95-100|90-100|20-70  | | | | | | | | | GyD: | | | | | | | | |  Grayling--------| 0-2 |Highly | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-5 |Sand |SP, SP-SM |A-2-4, A-3 | 0 | 0 |95-100|90-100|45-70  | 5-26 |Sand, loamy |SP-SM, SM |A-2-4, A-3, | 0 | 0 |80-100|75-100|20-75  | | sand | | A-1-b | | | | |  | 26-62 |Sand |SP, SP-SM |A-2-4, A-3 | 0 | 0 |95-100|90-100|20-70  | | | | | | | | | IgA: | | | | | | | | |  Ingalls---------| 0-2 |Highly | --- |A-8 | 0 | 0-8 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-5 |Loamy sand |SM |A-1-b, A-2-4 | 0 | 0-8 |80-100|75-100|30-75  | 5-26 |Fine sand, |SM, SP-SM |A-2, A-1, A-3| 0 | 0-8 |90-100|85-100|40-80  | | loamy fine | | | | | | |  | | sand, sand, | | | | | | |  | | loamy sand | | | | | | |  | 26-33 |Fine sand, sand| | | 0 | 0-8 |90-100|85-100|40-80  | 33-60 |Stratified very|CL-ML, CL, |A-4, A-6 | 0 | 0 |95-100|90-100|65-10 | | fine sandy | SC, SC-SM | | | | | |  | | loam to loamy | | | | | | |  | | very fine sand| | | | | | |  | | to silt | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and | | | | | >10 | 3-10 |____________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | IsB: | | | | | | | | |  Iosco-----------| 0-2 |Highly | --- |A-8 | 0 | 0-8 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Loamy sand |SM, SP-SM |A-1-b, A-2-4 | 0 | 0-8 |90-100|75-100|35-75  | 4-35 |Sand, fine |SC-SM, SP-SM,|A-1-b, A-3, | 0 | 0-8 |90-100|75-100|35-85  | | sand, loamy | SM | A-2-4 | | | | |  | | fine sand, | | | | | | |  | | loamy sand | | | | | | |  | 35-42 |Fine sandy |CL, SC-SM, |A-2, A-4, | 0 | 0-8 |90-100|85-100|65-90  | | loam, sandy | CL-ML, SC | A-7, A-6 | | | | |  | | loam, sandy | | | | | | |  | | clay loam | | | | | | |  | 42-62 |Sandy clay |CL, SC |A-4, A-6, A-7| 0 | 0-8 |80-100|75-100|50-100 | | loam, silt | | | | | | |  | | loam, loam, | | | | | | |  | | clay loam | | | | | | |  | | | | | | | | | IxB: | | | | | | | | |  Ishpeming-------| 0-2 |Highly | --- |A-8 | 0 | 0-15 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-7 |Sand |SM, SP-SM |A-3, A-2-4, | 0 | 0-15 |90-100|75-100|35-70  | | | | A-1-b | | | | |  | 7-27 |Loamy sand, |SC-SM, SP-SM,|A-2-4, A-1-b,| 0 | 0-15 |90-100|85-100|40-95  | | loamy fine | SM | A-3, A-4 | | | | |  | | sand, fine | | | | | | |  | | sand, sand | | | | | | |  | 27-47 |Bedrock | --- | --- | --- | --- | --- | --- | ---  | | | | | | | | |  Rock outcrop. | | | | | | | | |  | | | | | | | | | IxC: | | | | | | | | |  Ishpeming-------| 0-2 |Highly | --- |A-8 | 0 | 0-15 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-7 |Sand |SP-SM, SM |A-1-b, A-2-4,| 0 | 0-15 |90-100|75-100|35-70  | | | | A-3 | | | | |  | 7-27 |Fine sand, |SC-SM, SM, |A-2-4, A-1-b,| 0 | 0-15 |90-100|85-100|40-95  | | sand, loamy | SP-SM | A-3, A-4 | | | | |  | | fine sand, | | | | | | |  | | loamy sand | | | | | | |  | 27-47 |Bedrock | --- | --- | --- | --- | --- | --- | ---  | | | | | | | | |  Rock outcrop. | | | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | KaB: | | | | | | | | |  Karlin----------| 0-1 |Highly | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Sandy loam |SM |A-2, A-1, A-4| 0 | 0 |90-100|75-100|45-70  | 3-15 |Sandy loam, |ML, SP-SM, SM|A-2, A-4 | 0 | 0 |90-100|75-100|60-85  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-33 |Sand, fine |SM, SP, SP-SM|A-1, A-3, A-2| 0 | 0 |90-100|75-100|35-80  | | sand, loamy | | | | | | |  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 33-60 |Sand |SM, SP, SP-SM|A-1, A-2, A-3| 0 | 0 |80-100|75-100|35-70  | | | | | | | | | KaC: | | | | | | | | |  Karlin----------| 0-1 |Highly | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Sandy loam |SM |A-1, A-2, A-4| 0 | 0 |90-100|75-100|45-70  | 3-15 |Sandy loam, |ML, SP-SM, SM|A-2, A-4 | 0 | 0 |90-100|75-100|60-85  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-33 |Loamy fine |SM, SP, SP-SM|A-1, A-3, A-2| 0 | 0 |90-100|75-100|35-80  | | sand, sand, | | | | | | |  | | fine sand, | | | | | | |  | | loamy sand | | | | | | |  | 33-60 |Sand |SP, SM, SP-SM|A-1, A-2, A-3| 0 | 0 |80-100|75-100|35-70  | | | | | | | | | KaD: | | | | | | | | |  Karlin----------| 0-1 |Highly | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Sandy loam |SM |A-1, A-2, A-4| 0 | 0 |90-100|75-100|45-70  | 3-15 |Sandy loam, |ML, SM, SP-SM|A-2, A-4 | 0 | 0 |90-100|75-100|60-85  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 15-33 |Loamy fine |SM, SP, SP-SM|A-1, A-2, A-3| 0 | 0 |90-100|75-100|35-80  | | sand, sand, | | | | | | |  | | fine sand, | | | | | | |  | | loamy sand | | | | | | |  | 33-60 |Sand |SM, SP-SM, SP|A-2, A-1, A-3| 0 | 0 |80-100|75-100|35-70  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | KeC: | | | | | | | | |  Kennan----------| 0-2 |Highly | --- |A-8 | 0-2 | 5-20 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Fine sandy |ML, CL-ML, |A-4 | 0-2 | 5-20 |85-100|80-100|65-10 | | loam, silt | SC-SM, SM | | | | | |  | | loam | | | | | | |  | 4-15 |Silt loam, |ML, CL-ML, |A-2, A-1-b, | 0 | 0-25 |75-100|75-100|35-10 | | loam, fine | SC-SM, SM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | loamy sand, | | | | | | |  | | sandy loam | | | | | | |  | 15-21 |Silt loam, |ML, CL, SC, |A-1, A-2, A-4| 0 | 0-25 |75-100|75-100|40-10 | | loam, fine | SM | | | | | |  | | sandy loam, | | | | | | |  | | sandy loam | | | | | | |  | 21-66 |Loamy sand, |CL, SM, ML, |A-1-b, A-4, | 0 | 0-25 |65-95 |60-95 |30-90  | | loam, sandy | SC, SP-SM | A-2 | | | | |  | | loam, gravelly| | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 66-80 |Sandy loam, |SC-SM, SM, |A-1-b, A-2-4 | 0 | 0-25 |65-95 |60-95 |30-70  | | loamy sand, | SP-SM | | | | | |  | | gravelly sandy| | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | KeD: | | | | | | | | |  Kennan----------| 0-2 |Highly | --- |A-8 | 0-2 | 5-20 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Fine sandy |ML, CL-ML, |A-4 | 0-2 | 5-20 |85-100|80-100|65-10 | | loam, silt | SC-SM, SM | | | | | |  | | loam | | | | | | |  | 4-15 |Loam, fine |ML, CL-ML, |A-2, A-1-b, | 0 | 0-25 |75-100|75-100|35-10 | | sandy loam, | SC-SM, SM | A-4 | | | | |  | | loamy sand, | | | | | | |  | | silt loam, | | | | | | |  | | sandy loam | | | | | | |  | 15-21 |Silt loam, |ML, CL, SC, |A-1, A-2, A-4| 0 | 0-25 |75-100|75-100|40-10 | | loam, fine | SM | | | | | |  | | sandy loam, | | | | | | |  | | sandy loam | | | | | | |  | 21-66 |Loam, sandy |CL, SM, ML, |A-1-b, A-4, | 0 | 0-25 |65-95 |60-95 |30-90  | | loam, gravelly| SC, SP-SM | A-2 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand, loamy | | | | | | |  | | sand | | | | | | |  | 66-80 |Loamy sand, |SC-SM, SM, |A-1-b, A-2-4 | 0 | 0-25 |65-95 |60-95 |30-70  | | gravelly sandy| SP-SM | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand, | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | KoC: | | | | | | | | |  Kennan----------| 0-2 |Highly | --- |A-8 | 0-2 | 5-20 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Silt loam |ML, CL-ML, |A-4 | 0-2 | 5-20 |85-100|80-100|65-10 | | | SC-SM, SM | | | | | |  | 4-15 |Silt loam, |ML, CL-ML, |A-2, A-1-b, | 0 | 0-25 |75-100|75-100|35-10 | | loamy sand, | SC-SM, SM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | fine sandy | | | | | | |  | | loam, loam | | | | | | |  | 15-21 |Sandy loam, |ML, CL, SC, |A-1, A-2, A-4| 0 | 0-25 |75-100|75-100|40-10 | | loam, silt | SM | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 21-66 |Loam, sandy |CL, SM, ML, |A-1-b, A-4, | 0 | 0-25 |65-95 |60-95 |30-90  | | loam, gravelly| SC, SP-SM | A-2 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand, loamy | | | | | | |  | | sand | | | | | | |  | 66-80 |Loamy sand, |SC-SM, SM, |A-1-b, A-2-4 | 0 | 0-25 |65-95 |60-95 |30-70  | | gravelly sandy| SP-SM | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand, | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | KoD: | | | | | | | | |  Kennan----------| 0-2 |Highly | --- |A-8 | 0-2 | 5-20 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Silt loam |ML, CL-ML, |A-4 | 0-2 | 5-20 |85-100|80-100|65-10 | | | SC-SM, SM | | | | | |  | 4-15 |Fine sandy |ML, CL-ML, |A-2, A-1-b, | 0 | 0-25 |75-100|75-100|35-10 | | loam, loamy | SC-SM, SM | A-4 | | | | |  | | sand, silt | | | | | | |  | | loam, sandy | | | | | | |  | | loam, loam | | | | | | |  | 15-21 |Sandy loam, |ML, CL, SC, |A-1, A-2, A-4| 0 | 0-25 |75-100|75-100|40-10 | | fine sandy | SM | | | | | |  | | loam, loam, | | | | | | |  | | silt loam | | | | | | |  | 21-66 |Gravelly sandy |CL, SM, ML, |A-1-b, A-4, | 0 | 0-25 |65-95 |60-95 |30-90  | | loam, loam, | SC, SP-SM | A-2 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand, loamy | | | | | | |  | | sand | | | | | | |  | 66-80 |Sandy loam, |SC-SM, SM, |A-1-b, A-2-4 | 0 | 0-25 |65-95 |60-95 |30-70  | | loamy sand, | SP-SM | | | | | |  | | gravelly sandy| | | | | | |  | | loam, gravelly| | | | | | |  | | loamy sand | | | | | | |  | | | | | | | | | KxB: | | | | | | | | |  Keshena---------| 0-3 |Fine sandy loam|SC-SM, SM, |A-4 | 0 | 0-9 |80-100|75-100|60-85  | | | CL-ML, ML | | | | | |  | 3-19 |Loam, sandy |ML, CL-ML, |A-4 | 0 | 0-9 |80-100|75-100|50-95  | | loam, fine | SC-SM, SM | | | | | |  | | sandy loam | | | | | | |  | 19-49 |Loam, sandy |ML, CL, SC, |A-4, A-6 | 0-1 | 0-9 |80-100|75-100|50-10 | | clay loam, | CL-ML | | | | | |  | | sandy loam, | | | | | | |  | | clay loam | | | | | | |  | 49-75 |Sandy clay |SC, CL |A-6, A-7, A-4| 0-1 | 0-9 |80-100|75-100|50-10 | | loam, clay | | | | | | |  | | loam, loam | | | | | | |  | 75-80 |Silt loam, clay|CL |A-6, A-4, A-7| 0-1 | 0-9 |80-100|75-100|60-10 | | loam, loam | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | LaB: | | | | | | | | |  Lablatz---------| 0-4 |Highly | --- |A-8 | 0 | 0-9 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 4-7 |Sandy loam |SM |A-4, A-2-4 | 0 | 0-9 |80-100|75-100|50-70  | 7-16 |Loam, fine |CL-ML, SC-SM,|A-4, A-2 | 0 | 0-9 |80-100|75-100|50-95  | | sandy loam, | SM, ML | | | | | |  | | sandy loam | | | | | | |  | 16-30 |Sandy loam, |CL-ML, SM, |A-4, A-2 | 0-1 | 0-9 |80-100|75-100|50-95  | | fine sandy | ML, SC-SM | | | | | |  | | loam, loam | | | | | | |  | 30-41 |Loam, fine |ML, CL, SC, |A-2, A-4 | 0-1 | 0-9 |80-100|75-100|50-95  | | sandy loam, | SM | | | | | |  | | sandy loam | | | | | | |  | 41-64 |Loam, fine |CL-ML, SC-SM,|A-2, A-4 | 0-1 | 0-9 |80-100|75-100|50-95  | | sandy loam, | ML, SM | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | LDF. | | | | | | | | |  Landfill | | | | | | | | |  | | | | | | | | | LoA: | | | | | | | | |  Loxley----------| 0-10 |Peat |PT |A-8 | 0 | 0 | --- | --- | ---  | 10-60 |Muck |PT |A-8 | 0 | 0 | --- | --- | ---  | | | | | | | | | LuA: | | | | | | | | |  Lupton----------| 0-7 |Muck |PT |A-8 | 0 | 0 | --- | --- | ---  | 7-60 |Muck |PT |A-8 | 0 | 0 | --- | --- | ---  | | | | | | | | |  Markey----------| 0-28 |Muck |PT |A-8 | --- | --- | --- | --- | ---  | 28-60 |Coarse sand, |SM, SP-SM, SP|A-1, A-3, A-2| 0 | 0 |95-100|60-100|30-75  | | gravelly sand,| | | | | | |  | | fine sand, | | | | | | |  | | sand | | | | | | |  | | | | | | | | |  Cathro----------| 0-8 |Muck |PT |A-8 | 0 | 0 | --- | --- | ---  | 8-37 |Muck |PT |A-8 | 0 | 0 | --- | --- | ---  | 37-60 |Fine sandy |CL-ML, CL, |A-4, A-6 | 0 | 0-5 |80-100|65-100|60-10 | | loam, silt | SC, SC-SM | | | | | |  | | loam, sandy | | | | | | |  | | loam, silty | | | | | | |  | | clay loam, | | | | | | |  | | loam | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | M-W. | | | | | | | | |  Miscellaneous | | | | | | | | |  water | | | | | | | | |  | | | | | | | | | MaB: | | | | | | | | |  Mahtomedi-------| 0-4 |Loamy sand |SC-SM, SM |A-1, A-2 | 0 | 0-2 |95-100|75-90 |40-75  | 4-20 |Gravelly sand, |SM, SP-SM |A-1, A-3, A-2| 0 | 0-2 |80-95 |50-85 |30-75  | | gravelly loamy| | | | | | |  | | sand, loamy | | | | | | |  | | sand, sand | | | | | | |  | 20-38 |Gravelly sand, |SM, SP-SM |A-1, A-2, A-3| 0 | 0-10 |70-95 |50-85 |30-70  | | coarse sand, | | | | | | |  | | sand, gravelly| | | | | | |  | | coarse sand | | | | | | |  | 38-60 |Coarse sand, |SP, SM, SP-SM|A-2, A-1, A-3| 0 | 0-10 |55-95 |50-85 |30-70  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | stratified | | | | | | |  | | sand to | | | | | | |  | | gravelly sand | | | | | | |  | | | | | | | | | MaC: | | | | | | | | |  Mahtomedi-------| 0-4 |Loamy sand |SC-SM, SM |A-1, A-2 | 0 | 0-2 |95-100|75-90 |40-75  | 4-20 |Gravelly sand, |SM, SP-SM |A-1, A-3, A-2| 0 | 0-2 |80-95 |50-85 |30-75  | | gravelly loamy| | | | | | |  | | sand, sand, | | | | | | |  | | loamy sand | | | | | | |  | 20-38 |Gravelly sand, |SM, SP-SM |A-1, A-2, A-3| 0 | 0-10 |70-95 |50-85 |30-70  | | coarse sand, | | | | | | |  | | sand, gravelly| | | | | | |  | | coarse sand | | | | | | |  | 38-60 |Gravelly coarse|SP, SM, SP-SM|A-2, A-1, A-3| 0 | 0-10 |55-95 |50-85 |30-70  | | sand, gravelly| | | | | | |  | | sand, coarse | | | | | | |  | | sand, | | | | | | |  | | stratified | | | | | | |  | | sand to | | | | | | |  | | gravelly sand | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | MaD: | | | | | | | | |  Mahtomedi-------| 0-4 |Loamy sand |SC-SM, SM |A-1, A-2 | 0 | 0-2 |95-100|75-90 |40-75  | 4-20 |Gravelly sand, |SM, SP-SM |A-1, A-3, A-2| 0 | 0-2 |80-95 |50-85 |30-75  | | gravelly loamy| | | | | | |  | | sand, loamy | | | | | | |  | | sand, sand | | | | | | |  | 20-38 |Gravelly coarse|SM, SP-SM |A-1, A-2, A-3| 0 | 0-10 |70-95 |50-85 |30-70  | | sand, gravelly| | | | | | |  | | sand, coarse | | | | | | |  | | sand, sand | | | | | | |  | 38-60 |Gravelly sand, |SP, SM, SP-SM|A-2, A-1, A-3| 0 | 0-10 |55-95 |50-85 |30-70  | | coarse sand, | | | | | | |  | | stratified | | | | | | |  | | sand to | | | | | | |  | | gravelly sand,| | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | MoC: | | | | | | | | |  Menominee-------| 0-2 |Highly | --- |A-8 | 0 | 0-10 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Loamy fine sand|SM |A-2-4 | 0 | 0-10 |95-100|95-100|50-75  | 4-27 |Loamy sand, |SM, SP, SP-SM|A-2-4, A-1-b,| 0 | 0-10 |90-100|85-100|40-75  | | loamy fine | | A-3 | | | | |  | | sand, sand, | | | | | | |  | | fine sand | | | | | | |  | 27-60 |Loam, clay |CL, CL-ML |A-4, A-6 | 0 | 0-10 |85-95 |85-95 |80-95  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | sandy clay | | | | | | |  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 60-80 |Silt loam, |CL, CL-ML, |A-1, A-2, | 0 | 0-10 |95-100|85-95 |45-95  | | silty clay | SC-SM, SC | A-6, A-4 | | | | |  | | loam, loam, | | | | | | |  | | clay loam | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | MoD: | | | | | | | | |  Menominee-------| 0-2 |Highly | --- |A-8 | 0 | 0-10 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Loamy fine sand|SM |A-2-4 | 0 | 0-10 |95-100|95-100|50-75  | 4-27 |Fine sand, |SM, SP, SP-SM|A-2-4, A-1-b,| 0 | 0-10 |90-100|85-100|40-75  | | loamy fine | | A-3 | | | | |  | | sand, loamy | | | | | | |  | | sand, sand | | | | | | |  | 27-60 |Sandy clay |CL, CL-ML |A-4, A-6 | 0 | 0-10 |85-95 |85-95 |80-95  | | loam, loam, | | | | | | |  | | clay loam, | | | | | | |  | | fine sandy | | | | | | |  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 60-80 |Silt loam, |CL, CL-ML, |A-1, A-2, | 0 | 0-10 |95-100|85-95 |45-95  | | silty clay | SC-SM, SC | A-6, A-4 | | | | |  | | loam, clay | | | | | | |  | | loam, loam | | | | | | |  | | | | | | | | | MqB: | | | | | | | | |  Mequithy--------| 0-3 |Fine sandy loam|SC-SM, ML, SM|A-4, A-2 | 0 | 0-15 |80-100|75-100|50-85  | 3-4 |Sandy loam, |ML, SM |A-4, A-2 | 0-2 | 0-15 |80-100|75-100|50-95  | | fine sandy | | | | | | |  | | loam, loam | | | | | | |  | 4-13 |Sandy loam, |CL-ML, ML |A-4, A-2 | 0-5 | 0-15 |85-100|80-100|50-95  | | fine sandy | | | | | | |  | | loam, loam | | | | | | |  | 13-21 |Gravelly sandy |CL-ML, ML |A-4, A-2 | 0-10 | 0-25 |60-100|55-98 |35-95  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 21-27 |Sandy loam, |ML, CL, SC, |A-1, A-2, A-4| 0-25 | 0-45 |60-100|55-98 |35-95  | | loam, gravelly| SM | | | | | |  | | fine sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 27-48 |Bedrock | --- | --- | --- | --- | --- | --- | ---  | | | | | | | | |  Rock outcrop. | | | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | MqC: | | | | | | | | |  Mequithy--------| 0-3 |Fine sandy loam|SC-SM, ML, SM|A-4, A-2 | 0 | 0-15 |80-100|75-100|50-85  | 3-4 |Sandy loam, |ML, SM |A-4, A-2 | 0-2 | 0-15 |80-100|75-100|50-95  | | fine sandy | | | | | | |  | | loam, loam | | | | | | |  | 4-13 |Sandy loam, |CL-ML, ML |A-4, A-2 | 0-5 | 0-15 |85-100|80-100|50-95  | | fine sandy | | | | | | |  | | loam, loam | | | | | | |  | 13-21 |Gravelly sandy |CL-ML, ML |A-4, A-2 | 0-10 | 0-25 |60-100|55-98 |35-95  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 21-27 |Sandy loam, |ML, CL, SC, |A-1, A-2, A-4| 0-25 | 0-45 |60-100|55-98 |35-95  | | loam, gravelly| SM | | | | | |  | | fine sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 27-48 |Bedrock | --- | --- | --- | --- | --- | --- | ---  | | | | | | | | |  Rock outcrop. | | | | | | | | |  | | | | | | | | | MuA: | | | | | | | | |  Minocqua--------| 0-6 |Muck |PT |A-8 | 0 | 0 | --- | --- | ---  | 6-30 |Silt loam, |CL, SM, ML, |A-2, A-4, A-6| 0-1 | 0-9 |80-100|75-100|45-10 | | gravelly loam,| SC | | | | | |  | | loam | | | | | | |  | 30-38 |Gravelly fine |GP, GM, SM, |A-1, A-4, | 0-1 | 0-9 |40-100|35-100| 5-70  | | sandy loam, | SP | A-2, A-3 | | | | |  | | gravelly sandy| | | | | | |  | | loam, sandy | | | | | | |  | | loam, loam | | | | | | |  | 38-66 |Stratified sand|GM, SP, SM |A-2, A-1, A-3| 0-1 | 0-9 |30-100|25-100| 5-70  | | to coarse sand| | | | | | |  | | to very | | | | | | |  | | gravelly sand | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | MwB: | | | | | | | | |  Moodig----------| 0-2 |Highly | --- |A-8 | 2-3 | 0-15 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-5 |Fine sandy loam|SC, SM |A-2-4, A-4 | 2-3 | 0-15 |85-100|80-100|45-80  | 5-14 |Loam, fine |ML, CL, SC, |A-2-4, A-4 | 2-7 | 0-15 |85-100|80-100|45-95  | | sandy loam, | SM | | | | | |  | | sandy loam | | | | | | |  | 14-25 |Sandy loam, |ML, CL, SC, |A-1-b, A-2-4,| 1-10 | 0-25 |60-100|55-100|35-95  | | loam, gravelly| SM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | fine sandy | | | | | | |  | | loam, loamy | | | | | | |  | | sand | | | | | | |  | 25-49 |Fine sandy |ML, CL, SC, |A-1-b, A-4, | 0-10 | 0-25 |60-95 |55-95 |35-90  | | loam, gravelly| SM | A-2-4 | | | | |  | | sandy loam, | | | | | | |  | | sandy loam, | | | | | | |  | | loam | | | | | | |  | 49-62 |Sandy loam, |SC-SM, SP-SM,|A-1-b, A-2-4,| 0-10 | 0-25 |60-95 |55-95 |20-70  | | gravelly sandy| SM | A-4 | | | | |  | | loam, sand, | | | | | | |  | | gravelly sand | | | | | | |  | | | | | | | | | MxB: | | | | | | | | |  Morganlake------| 0-2 |Highly | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Loamy fine sand|SC-SM, SM |A-2-4, A-4 | 0 | 0 |95-100|90-100|65-95  | 4-26 |Fine sand, |SC-SM, SM, |A-2-4, A-1-b,| 0 | 0 |95-100|90-100|25-95  | | loamy fine | SP-SM | A-3, A-4 | | | | |  | | sand, sand | | | | | | |  | 26-36 |Sand, fine |SM, SC-SM, |A-2-4, A-3, | 0 | 0 |95-100|90-100|25-95  | | sandy loam, | SP-SM | A-1-b, A-4 | | | | |  | | loamy fine | | | | | | |  | | sand, fine | | | | | | |  | | sand, loam, | | | | | | |  | | loamy sand | | | | | | |  | 36-65 |Loam, sandy |CL |A-6, A-7 | 0 | 0 |80-95 |75-95 |60-95  | | clay loam, | | | | | | |  | | clay loam, | | | | | | |  | | silt loam | | | | | | |  | 65-80 |Sandy clay |CL |A-6, A-7 | 0 | 0 |80-95 |75-95 |60-95  | | loam, silt | | | | | | |  | | loam, clay | | | | | | |  | | loam, loam | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | MzB: | | | | | | | | |  Moshawquit------| 0-1 |Highly | --- |A-8 | 0 | 0-9 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Loamy sand |SM |A-1, A-2 | 0 | 0-9 |80-100|75-100|30-75  | 3-26 |Fine sand, |SM, SP-SM |A-1, A-3, A-2| 0 | 0-9 |80-100|75-100|20-95  | | loamy fine | | | | | | |  | | sand, sand, | | | | | | |  | | loamy sand | | | | | | |  | 26-48 |Fine sand, |CL, SC |A-2, A-4 | 0-1 | 0-9 |80-100|75-98 |50-95  | | sand, fine | | | | | | |  | | sandy loam, | | | | | | |  | | loamy sand, | | | | | | |  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 48-60 |Sand, coarse |SM, SP, SP-SM|A-1, A-2, A-3| 0 | 0-9 |55-100|50-100|15-70  | | sand, gravelly| | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | MzC: | | | | | | | | |  Moshawquit------| 0-1 |Highly | --- |A-8 | 0 | 0-9 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Loamy sand |SM |A-1, A-2 | 0 | 0-9 |80-100|75-100|30-75  | 3-26 |Loamy sand, |SM, SP-SM |A-1, A-3, A-2| 0 | 0-9 |80-100|75-100|20-95  | | sand, fine | | | | | | |  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 26-48 |Fine sandy |CL, SC |A-2, A-4 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loam, fine | | | | | | |  | | sand, sand, | | | | | | |  | | loamy sand, | | | | | | |  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 48-60 |Coarse sand, |SM, SP, SP-SM|A-1, A-2, A-3| 0 | 0-9 |55-100|50-100|15-70  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | NeA: | | | | | | | | |  Neconish--------| 0-1 |Highly | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-4 |Fine sand |SP, SM, SP-SM|A-2, A-1, A-3| 0 | 0 |75-100|75-100|40-70  | 4-36 |Loamy fine |SM, SP-SM, SP|A-1, A-2, A-3| 0 | 0 |75-100|75-100|40-75  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 36-60 |Fine sand, sand|SM, SP, SP-SM|A-1, A-3, A-2| 0 | 0 |75-100|75-100|40-70  | | | | | | | | | NoB: | | | | | | | | |  Neopit----------| 0-1 |Highly | --- |A-8 | 1-2 | 0-20 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-4 |Fine sandy loam|SM |A-4, A-2-4 | 1-2 | 0-20 |85-100|80-100|50-85  | 4-12 |Loam, sandy |ML, CL-ML, |A-1-b, A-4, | 1-2 | 0-20 |85-100|80-95 |45-95  | | loam, silt | SC-SM, SM | A-2-4 | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 12-20 |Fine sandy |CL-ML, ML, |A-1-b, A-2-4,| 1-4 | 0-25 |65-100|60-95 |35-85  | | loam, silt | SM, SC-SM | A-4 | | | | |  | | loam, loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 20-67 |Loam, gravelly |SC, SM |A-1-b, A-2-4,| 1-4 | 0-25 |65-100|60-95 |35-85  | | sandy loam, | | A-4 | | | | |  | | sandy loam, | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 67-80 |Loamy sand, |SM, SP-SM |A-1-b, A-2-4,| 1-5 | 0-25 |65-100|60-95 |25-75  | | sandy loam, | | A-4 | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | NpB: | | | | | | | | |  Neopit----------| 0-1 |Highly | --- |A-8 | 1-2 | 0-20 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-4 |Silt loam |CL-ML, ML |A-4 | 1-2 | 0-20 |85-100|80-95 |55-90  | 4-12 |Silt loam, |ML, CL-ML, |A-1-b, A-4, | 1-2 | 0-20 |85-100|80-95 |45-95  | | sandy loam, | SC-SM, SM | A-2-4 | | | | |  | | fine sandy | | | | | | |  | | loam, loam | | | | | | |  | 12-20 |Loam, silt |CL-ML, ML, |A-1-b, A-2-4,| 1-4 | 0-25 |65-100|60-95 |35-85  | | loam, fine | SM, SC-SM | A-4 | | | | |  | | sandy loam, | | | | | | |  | | gravelly loamy| | | | | | |  | | sand | | | | | | |  | 20-67 |Sandy loam, |SC, SM |A-1-b, A-2-4,| 1-4 | 0-25 |65-100|60-95 |35-85  | | gravelly sandy| | A-4 | | | | |  | | loam, loam, | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 67-80 |Gravelly loamy |SM, SP-SM |A-1-b, A-2-4,| 1-5 | 0-25 |65-100|60-95 |25-70  | | sand, sandy | | A-4 | | | | |  | | loam, loamy | | | | | | |  | | sand | | | | | | |  | | | | | | | | | NsA: | | | | | | | | |  Noseum----------| 0-1 |Highly | --- |A-8 | 0 | 0-5 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Fine sandy loam|SM |A-2, A-4 | 0 | 0-5 |80-100|75-100|50-70  | 3-14 |Fine sandy |SM |A-2, A-4 | 0 | 0-5 |80-100|75-100|50-85  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 14-32 |Loamy fine |SM, SP-SM |A-2, A-3 | 0 | 0-5 |80-100|75-100|50-95  | | sand, fine | | | | | | |  | | sand, sand | | | | | | |  | 32-60 |Fine sand, sand|SM, SP, SP-SM|A-1, A-2, A-3| 0 | 0-5 |80-100|75-100|50-80  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | PaB: | | | | | | | | |  Padus-----------| 0-1 |Highly | --- |A-8 | 0 | 0-5 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-4 |Fine sandy loam|SM |A-4 | 0 | 0-5 |80-100|75-100|60-85  | 4-13 |Fine sandy |SM, SC-SM |A-4 | 0 | 0-5 |80-100|75-100|60-95  | | loam, loam, | | | | | | |  | | sandy loam | | | | | | |  | 13-22 |Fine sandy |CL-ML, SC-SM,|A-4 | 0 | 0-5 |80-100|75-100|60-95  | | loam, loam, | SM | | | | | |  | | sandy loam | | | | | | |  | 22-27 |Sandy loam, |ML, SC-SM, SM|A-4, A-2 | 0 | 0-5 |65-100|60-100|40-90  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 27-31 |Loamy sand, |SP-SM, SP |A-1, A-2 | 0 | 0-5 |65-95 |50-95 |30-65  | | sand, gravelly| | | | | | |  | | sand | | | | | | |  | 31-60 |Stratified |SP-SM, SP |A-1, A-2 | 0 | 0-5 |60-95 |40-95 |25-60  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | PaC: | | | | | | | | |  Padus-----------| 0-1 |Highly | --- |A-8 | 0 | 0-5 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-4 |Fine sandy loam|SM |A-4 | 0 | 0-5 |80-100|75-100|60-85  | 4-13 |Fine sandy |SM, SC-SM |A-4 | 0 | 0-5 |80-100|75-100|60-95  | | loam, loam, | | | | | | |  | | sandy loam | | | | | | |  | 13-22 |Fine sandy |CL-ML, SC-SM,|A-4 | 0 | 0-5 |80-100|75-100|60-95  | | loam, loam, | SM | | | | | |  | | sandy loam | | | | | | |  | 22-27 |Sandy loam, |ML, SC-SM, SM|A-4, A-2 | 0 | 0-5 |65-100|60-100|40-90  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 27-31 |Loamy sand, |SP-SM, SP |A-1, A-2 | 0 | 0-5 |65-95 |50-95 |30-65  | | sand, gravelly| | | | | | |  | | sand | | | | | | |  | 31-60 |Stratified |SP-SM, SP |A-1, A-2 | 0 | 0-5 |60-95 |40-95 |25-60  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | PaD: | | | | | | | | |  Padus-----------| 0-1 |Highly | --- |A-8 | 0 | 0-5 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-4 |Fine sandy loam|SM |A-4 | 0 | 0-5 |80-100|75-100|60-85  | 4-13 |Fine sandy |SM, SC-SM |A-4 | 0 | 0-5 |80-100|75-100|60-95  | | loam, loam, | | | | | | |  | | sandy loam | | | | | | |  | 13-22 |Sandy loam, |CL-ML, SC-SM,|A-4 | 0 | 0-5 |80-100|75-100|60-95  | | loam, fine | SM | | | | | |  | | sandy loam | | | | | | |  | 22-27 |Sandy loam, |ML, SC-SM, SM|A-4, A-2 | 0 | 0-5 |65-100|60-100|40-90  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | loam | | | | | | |  | 27-31 |Gravelly sand, |SP-SM, SP |A-1, A-2 | 0 | 0-5 |65-95 |50-95 |30-65  | | loamy sand, | | | | | | |  | | sand | | | | | | |  | 31-60 |Stratified |SP-SM, SP |A-1, A-2 | 0 | 0-5 |60-95 |40-95 |25-60  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | PbB: | | | | | | | | |  Padwet----------| 0-3 |Fine sandy loam|SM |A-2, A-4 | 0 | 0-9 |80-100|75-100|40-80  | 3-5 |Fine sandy |CL-ML, ML, |A-2-4, A-4 | 0 | 0-9 |80-100|75-100|40-95  | | loam, loam, | SM, SC-SM | | | | | |  | | sandy loam | | | | | | |  | 5-22 |Fine sandy |ML, CL, SC, |A-2, A-4 | 0 | 0-9 |80-100|75-100|40-95  | | loam, loam, | SM | | | | | |  | | sandy loam | | | | | | |  | 22-38 |Loam, gravelly |CL, ML, SM, |A-1, A-2, A-4| 0 | 0-9 |55-100|50-100|30-95  | | sandy loam, | SC | | | | | |  | | fine sandy | | | | | | |  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 38-60 |Stratified |GP, SM, GM, |A-2, A-1, A-3| 0 | 0-9 |30-100|25-95 | 7-65  | | gravelly | SP | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | PeB: | | | | | | | | |  Pecore----------| 0-2 |Highly | --- |A-8 | 0 | 0-9 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Loam |ML, CL-ML, |A-4 | 0 | 0-9 |80-100|75-100|50-95  | | | SC-SM, SM | | | | | |  | 4-10 |Sandy loam, |SM, ML, |A-4, A-2-4 | 0 | 0-9 |80-100|75-100|50-95  | | fine sandy | CL-ML, SC-SM| | | | | |  | | loam, loam | | | | | | |  | 10-27 |Sandy loam, |CL, SC |A-4, A-6, A-2| 0-1 | 0-9 |80-100|75-100|50-95  | | loam, clay | | | | | | |  | | loam, sandy | | | | | | |  | | clay loam, | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 27-47 |Loam, silt |CL |A-6, A-4, A-7| 0-1 | 0-9 |80-100|75-100|50-10 | | loam, clay | | | | | | |  | | loam, sandy | | | | | | |  | | clay loam | | | | | | |  | 47-62 |Stratified |SP, SP-SM |A-2-4, A-3 | 0-1 | 0-9 |55-100|50-100|15-70  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and | | | | | >10 | 3-10 |____________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | PeC: | | | | | | | | |  Pecore----------| 0-2 |Highly | --- |A-8 | 0 | 0-9 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Loam |ML, CL-ML, |A-4 | 0 | 0-9 |80-100|75-100|50-95  | | | SC-SM, SM | | | | | |  | 4-10 |Loam, fine |SM, ML, |A-4, A-2-4 | 0 | 0-9 |80-100|75-100|50-95  | | sandy loam, | CL-ML, SC-SM| | | | | |  | | sandy loam | | | | | | |  | 10-27 |Sandy loam, |CL, SC |A-4, A-6, A-2| 0-1 | 0-9 |80-100|75-100|50-95  | | clay loam, | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | sandy clay | | | | | | |  | | loam | | | | | | |  | 27-47 |Loam, sandy |CL |A-6, A-4, A-7| 0-1 | 0-9 |80-100|75-100|50-100 | | clay loam, | | | | | | |  | | clay loam, | | | | | | |  | | silt loam | | | | | | |  | 47-62 |Stratified |SP, SP-SM |A-2-4, A-3 | 0-1 | 0-9 |55-100|50-100|15-70  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | PeD: | | | | | | | | |  Pecore----------| 0-2 |Highly | --- |A-8 | 0 | 0-9 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Loam |ML, CL-ML, |A-4 | 0 | 0-9 |80-100|75-100|50-95  | | | SC-SM, SM | | | | | |  | 4-10 |Loam, sandy |SM, ML, CL- |A-4, A-2-4 | 0 | 0-9 |80-100|75-100|50-95  | | loam, fine | ML, SC-SM | | | | | |  | | sandy loam | | | | | | |  | 10-27 |Sandy clay |CL, SC |A-4, A-6, A-2| 0-1 | 0-9 |80-100|75-100|50-95  | | loam, sandy | | | | | | |  | | loam, clay | | | | | | |  | | loam, loam, | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 27-47 |Silt loam, clay|CL |A-6, A-4, A-7| 0-1 | 0-9 |80-100|75-100|50-10 | | loam, sandy | | | | | | |  | | clay loam, | | | | | | |  | | loam | | | | | | |  | 47-62 |Stratified |SP, SP-SM |A-2-4, A-3 | 0-1 | 0-9 |55-100|50-100|15-70  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | PnB: | | | | | | | | |  Pence-----------| 0-2 |Highly | --- |A-8 | 0 | 0-15 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-5 |Sandy loam |SM |A-1-b, A-2-4,| 0 | 0-15 |85-100|75-100|45-70  | | | | A-4 | | | | |  | 5-14 |Sandy loam, |SM, SC-SM |A-1-b, A-4, | 0-4 | 0-15 |55-100|50-100|30-70  | | gravelly sandy| | A-2-4 | | | | |  | | loam | | | | | | |  | 14-18 |Gravelly loamy |GP-GM, GM, |A-1-b, A-3 | 0-4 | 0-15 |55-100|50-100|25-75  | | sand, sand, | SM, SP-SM | | | | | |  | | loamy sand, | | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | coarse sand, | | | | | | |  | | gravelly sand | | | | | | |  | 18-62 |Stratified |SM, SP |A-1-b, A-3 | 0-4 | 0-15 |55-95 |35-90 |15-55  | | coarse sand to| | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | PnC: | | | | | | | | |  Pence-----------| 0-2 |Highly | --- |A-8 | 0 | 0-15 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-5 |Sandy loam |SM |A-1-b, A-2-4,| 0 | 0-15 |85-100|75-100|45-70  | | | | A-4 | | | | |  | 5-14 |Gravelly sandy |SM, SC-SM |A-1-b, A-2-4,| 0-4 | 0-15 |55-100|50-100|30-70  | | loam, sandy | | A-4 | | | | |  | | loam | | | | | | |  | 14-18 |Gravelly sand, |GM, SP-SM, |A-1-b, A-3 | 0-4 | 0-15 |55-100|50-100|25-75  | | coarse sand, | GP-GM, SM | | | | | |  | | gravelly loamy| | | | | | |  | | sand, sand, | | | | | | |  | | loamy sand, | | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | 18-62 |Stratified |SM, SP |A-1-b, A-3 | 0-4 | 0-15 |55-95 |35-90 |15-55  | | coarse sand to| | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | PnD: | | | | | | | | |  Pence-----------| 0-2 |Highly | --- |A-8 | 0 | 0-15 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-5 |Sandy loam |SM |A-1-b, A-2-4,| 0 | 0-15 |85-100|75-100|45-70  | | | | A-4 | | | | |  | 5-14 |Sandy loam, |SM, SC-SM |A-2-4, A-1-b,| 0-4 | 0-15 |55-100|50-100|30-70  | | gravelly sandy| | A-4 | | | | |  | | loam | | | | | | |  | 14-18 |Gravelly sand, |GP-GM, GM, |A-1-b, A-3 | 0-4 | 0-15 |55-100|50-100|25-75  | | coarse sand, | SM, SP-SM | | | | | |  | | gravelly loamy| | | | | | |  | | sand, sand, | | | | | | |  | | loamy sand, | | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | 18-62 |Stratified |SM, SP |A-1-b, A-3 | 0-4 | 0-15 |55-95 |35-90 |15-55  | | coarse sand to| | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | PrB: | | | | | | | | |  Perote----------| 0-2 |Highly | --- |A-8 | 0 | 0-9 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Fine sandy loam|CL-ML, ML |A-4 | 0 | 0-9 |80-100|75-98 |50-95  | 4-11 |Fine sandy |CL-ML, SM, |A-2, A-4 | 0 | 0-9 |80-100|75-98 |50-95  | | loam, sandy | SC-SM, ML | | | | | |  | | loam, loam | | | | | | |  | 11-29 |Loam, fine |CL-ML, ML, |A-4, A-2 | 0-1 | 0-9 |80-100|75-98 |50-95  | | sandy loam, | SM, SC-SM | | | | | |  | | loamy sand, | | | | | | |  | | sandy loam | | | | | | |  | 29-51 |Fine sandy |SC-SM, CL-ML,|A-2, A-4 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loam, sandy | ML, SM | | | | | |  | | loam, loam | | | | | | |  | 51-60 |Stratified |SP, SP-SM |A-3, A-2-4 | 0-1 | 0-9 |55-100|50-100|15-70  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | PrC: | | | | | | | | |  Perote----------| 0-2 |Highly | --- |A-8 | 0 | 0-9 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Fine sandy loam|CL-ML, ML |A-4 | 0 | 0-9 |80-100|75-98 |50-95  | 4-11 |Fine sandy |CL-ML, SM, |A-2, A-4 | 0 | 0-9 |80-100|75-98 |50-95  | | loam, sandy | SC-SM, ML | | | | | |  | | loam, loam | | | | | | |  | 11-29 |Sandy loam, |CL-ML, ML, |A-4, A-2 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loam, fine | SM, SC-SM | | | | | |  | | sandy loam, | | | | | | |  | | loamy sand | | | | | | |  | 29-51 |Fine sandy |SC-SM, CL-ML,|A-2, A-4 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loam, loam, | ML, SM | | | | | |  | | sandy loam | | | | | | |  | 51-60 |Stratified |SP, SP-SM |A-3, A-2-4 | 0-1 | 0-9 |55-100|50-100|15-70  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | PrD: | | | | | | | | |  Perote----------| 0-2 |Highly | --- |A-8 | 0 | 0-9 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Fine sandy loam|CL-ML, ML |A-4 | 0 | 0-9 |80-100|75-98 |50-95  | 4-11 |Sandy loam, |CL-ML, SM, |A-2, A-4 | 0 | 0-9 |80-100|75-98 |50-95  | | loam, fine | SC-SM, ML | | | | | |  | | sandy loam | | | | | | |  | 11-29 |Sandy loam, |CL-ML, ML, |A-4, A-2 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loam, fine | SM, SC-SM | | | | | |  | | sandy loam, | | | | | | |  | | loamy sand | | | | | | |  | 29-51 |Sandy loam, |SC-SM, CL-ML,|A-2, A-4 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loam, fine | ML, SM | | | | | |  | | sandy loam | | | | | | |  | 51-60 |Stratified |SP, SP-SM |A-3, A-2-4 | 0-1 | 0-9 |55-100|50-100|15-70  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | PsB: | | | | | | | | |  Peshtigo--------| 0-5 |Loam |ML, SC-SM, |A-4 | 0 | 0-9 |80-100|75-96 |60-90  | | | CL-ML, SM | | | | | |  | 5-11 |Loam, sandy |SC-SM, SM, |A-4 | 0 | 0-9 |80-100|75-96 |60-95  | | loam, fine | CL-ML, ML | | | | | |  | | sandy loam | | | | | | |  | 11-29 |Sandy loam, |CL, SC |A-4, A-6 | 0-1 | 0-9 |80-100|75-96 |50-90  | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | clay loam, | | | | | | |  | | sandy clay | | | | | | |  | | loam | | | | | | |  | 29-62 |Clay loam, |CL, SC |A-7, A-6, A-4| 0-1 | 0-9 |80-100|75-96 |50-90  | | loam, sandy | | | | | | |  | | clay loam | | | | | | |  | 62-80 |Silt loam, clay|CL |A-7, A-4, A-6| 0-1 | 0-9 |80-100|75-96 |60-90  | | loam, loam | | | | | | |  | | | | | | | | | Pt: | | | | | | | | |  Pits, gravel----| 0-10 |Stratified | --- | --- | 0 | 0 | 0 | 0 | 0  | | extremely | | | | | | |  | | gravelly | | | | | | |  | | coarse sand to| | | | | | |  | | gravelly sand | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | RaB: | | | | | | | | |  Rabe------------| 0-1 |Highly | --- |A-8 | 0 | 0-9 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-2 |Loamy sand |SM |A-1, A-2 | 0 | 0-9 |80-100|75-100|30-75  | 2-25 |Loamy fine |SM, SP-SM |A-1, A-2, A-3| 0 | 0-9 |80-100|75-100|20-95  | | sand, fine | | | | | | |  | | sand, sand, | | | | | | |  | | loamy sand | | | | | | |  | 25-35 |Sand, fine |SM, ML |A-2, A-4 | 0-1 | 0-9 |80-100|75-98 |50-95  | | sand, loamy | | | | | | |  | | sand, loam, | | | | | | |  | | sandy loam | | | | | | |  | 35-58 |Fine sandy |SM, ML, |A-4, A-2 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loam, loam, | SC-SM, CL-ML| | | | | |  | | sandy loam | | | | | | |  | 58-80 |Sandy loam, |SM, ML |A-4, A-2 | 0-1 | 0-9 |80-100|75-98 |50-95  | | fine sandy | | | | | | |  | | loam, loam | | | | | | |  | | | | | | | | | RaC: | | | | | | | | |  Rabe------------| 0-1 |Highly | --- |A-8 | 0 | 0-9 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-2 |Loamy sand |SM |A-1, A-2 | 0 | 0-9 |80-100|75-100|30-75  | 2-25 |Fine sand, |SM, SP-SM |A-1, A-2, A-3| 0 | 0-9 |80-100|75-100|20-95  | | loamy fine | | | | | | |  | | sand, sand, | | | | | | |  | | loamy sand | | | | | | |  | 25-35 |Sand, fine |SM, ML |A-2, A-4 | 0-1 | 0-9 |80-100|75-98 |50-95  | | sand, loamy | | | | | | |  | | sand, loam, | | | | | | |  | | sandy loam | | | | | | |  | 35-58 |Sandy loam, |SM, ML, |A-4, A-2 | 0-1 | 0-9 |80-100|75-98 |50-95  | | fine sandy | SC-SM, CL-ML| | | | | |  | | loam, loam | | | | | | |  | 58-80 |Sandy loam, |SM, ML |A-4, A-2 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | RaD: | | | | | | | | |  Rabe------------| 0-1 |Highly | --- |A-8 | 0 | 0-9 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-2 |Loamy sand |SM |A-1, A-2 | 0 | 0-9 |80-100|75-100|30-75  | 2-25 |Fine sand, |SM, SP-SM |A-1, A-2, A-3| 0 | 0-9 |80-100|75-100|20-95  | | loamy fine | | | | | | |  | | sand, sand, | | | | | | |  | | loamy sand | | | | | | |  | 25-35 |Sandy loam, |SM, ML |A-2, A-4 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loam, loamy | | | | | | |  | | sand, fine | | | | | | |  | | sand, sand | | | | | | |  | 35-58 |Loam, fine |SM, ML, |A-4, A-2 | 0-1 | 0-9 |80-100|75-98 |50-95  | | sandy loam, | SC-SM, CL-ML| | | | | |  | | sandy loam | | | | | | |  | 58-80 |Loam, sandy |SM, ML |A-4, A-2 | 0-1 | 0-9 |80-100|75-98 |50-95  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | RbA: | | | | | | | | |  Robago----------| 0-3 |Highly | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 3-4 |Fine sandy loam|SC-SM, SM |A-4, A-2-4 | 0 | 0 |80-100|75-100|50-85  | 4-12 |Loam, sandy |SC-SM, SM |A-2-4, A-4 | 0 | 0 |80-100|75-100|50-90  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 12-18 |Loam, sandy |ML, CL-ML, |A-2-4, A-4 | 0 | 0 |80-100|75-100|50-95  | | loam, fine | SC-SM, SM | | | | | |  | | sandy loam | | | | | | |  | 18-26 |Loam, sandy |CL-ML, ML, |A-2-4, A-4 | 0 | 0 |80-100|75-100|50-95  | | loam, fine | SM, SC-SM | | | | | |  | | sandy loam | | | | | | |  | 26-35 |Sandy loam, |ML, CL, SC, |A-2-4, A-4 | 0 | 0 |80-100|75-100|50-95  | | fine sandy | SM | | | | | |  | | loam, loam | | | | | | |  | 35-80 |Stratified very|ML, SC-SM, |A-2-4, A-4 | 0 | 0 |80-100|75-100|50-95  | | fine sandy | CL-ML, SM | | | | | |  | | loam to silt | | | | | | |  | | loam | | | | | | |  | | | | | | | | | RcA: | | | | | | | | |  Roscommon-------| 0-6 |Muck |PT |A-8 | 0 | 0 | --- | --- | ---  | 6-60 |Fine sand, sand|SM, SP-SM |A-2-4, A-3 | 0 | 0 | 100 | 100 |50-80  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | RoB: | | | | | | | | |  Rosholt---------| 0-4 |Fine sandy loam|SM |A-2, A-4 | 0 | 0-3 |80-100|75-100|45-85  | 4-10 |Fine sandy |ML, SC-SM, |A-2, A-4 | 0-1 | 0-3 |90-100|85-100|50-95  | | loam, sandy | CL-ML, SM | | | | | |  | | loam, loam | | | | | | |  | 10-22 |Gravelly sandy |ML, CL, SC, |A-1, A-4, A-2| 0-1 | 0-3 |55-100|50-100|30-95  | | loam, loam, | SM | | | | | |  | | loamy fine | | | | | | |  | | sand, loamy | | | | | | |  | | sand, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 22-30 |Loamy sand, |GM, SP-SM, |A-1, A-3, A-2| 0-5 | 0-25 |30-100|25-100|15-75  | | sand, very | GP-GM, SM | | | | | |  | | gravelly sand,| | | | | | |  | | gravelly sand | | | | | | |  | 30-60 |Stratified |GP, GM, SM, |A-1, A-2, A-3| 0-5 | 0-25 |30-100|25-100| 7-70  | | gravelly | SP | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | RoC: | | | | | | | | |  Rosholt---------| 0-4 |Fine sandy loam|SM |A-2, A-4 | 0 | 0-3 |80-100|75-100|45-85  | 4-10 |Sandy loam, |CL-ML, ML, |A-2, A-4 | 0-1 | 0-3 |90-100|85-100|50-95  | | loam, fine | SM, SC-SM | | | | | |  | | sandy loam | | | | | | |  | 10-22 |Loam, loamy |ML, CL, SC, |A-1, A-4, A-2| 0-1 | 0-3 |55-100|50-100|30-95  | | fine sand, | SM | | | | | |  | | loamy sand, | | | | | | |  | | gravelly sandy| | | | | | |  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 22-30 |Loamy sand, |GM, SP-SM, |A-1, A-3, A-2| 0-5 | 0-25 |30-100|25-100|15-75  | | sand, very | GP-GM, SM | | | | | |  | | gravelly sand,| | | | | | |  | | gravelly sand | | | | | | |  | 30-60 |Stratified |GP, GM, SM, |A-1, A-2, A-3| 0-5 | 0-25 |30-100|25-100| 7-70  | | gravelly | SP | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | RoD: | | | | | | | | |  Rosholt---------| 0-4 |Fine sandy loam|SM |A-2, A-4 | 0 | 0-3 |80-100|75-100|45-85  | 4-10 |Sandy loam, |ML, CL-ML, |A-2, A-4 | 0-1 | 0-3 |90-100|85-100|50-95  | | loam, fine | SC-SM, SM | | | | | |  | | sandy loam | | | | | | |  | 10-22 |Loam, loamy |ML, CL, SC, |A-1, A-4, A-2| 0-1 | 0-3 |55-100|50-100|30-95  | | fine sand, | SM | | | | | |  | | loamy sand, | | | | | | |  | | gravelly sandy| | | | | | |  | | loam, sandy | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 22-30 |Gravelly sand, |GP-GM, GM, |A-1, A-3, A-2| 0-5 | 0-25 |30-100|25-100|15-75  | | loamy sand, | SM, SP-SM | | | | | |  | | sand, very | | | | | | |  | | gravelly sand | | | | | | |  | 30-60 |Stratified |GM, GP, SP, |A-1, A-2, A-3| 0-5 | 0-25 |30-100|25-100| 7-70  | | gravelly | SM | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | RsB: | | | | | | | | |  Rousseau--------| 0-1 |Highly | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-4 |Fine sand |SM |A-2-4 | 0 | 0 | 100 | 100 |65-80  | 4-34 |Loamy fine |SM |A-2-4 | 0 | 0 | 100 | 100 |65-95  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 34-60 |Sand, fine sand|SM, SP-SM |A-2-4, A-3 | 0 | 0 | 100 | 100 |50-80  | | | | | | | | | RsC: | | | | | | | | |  Rousseau--------| 0-1 |Highly | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-4 |Fine sand |SM |A-2-4 | 0 | 0 | 100 | 100 |65-80  | 4-34 |Loamy fine |SM |A-2-4 | 0 | 0 | 100 | 100 |65-95  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 34-60 |Sand, fine sand|SM, SP-SM |A-2-4, A-3 | 0 | 0 | 100 | 100 |50-80  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | RsD: | | | | | | | | |  Rousseau--------| 0-1 |Highly | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-4 |Fine sand |SM |A-2-4 | 0 | 0 | 100 | 100 |65-80  | 4-34 |Loamy fine |SM |A-2-4 | 0 | 0 | 100 | 100 |65-95  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 34-60 |Fine sand, sand|SM, SP-SM |A-2-4, A-3 | 0 | 0 | 100 | 100 |50-80  | | | | | | | | | ScA: | | | | | | | | |  Scott Lake------| 0-3 |Fine sandy loam|SC, SM |A-2-4, A-4 | 0 | 0-9 |80-100|75-100|45-80  | 3-13 |Fine sandy |CL-ML, ML, |A-2-4, A-4 | 0 | 0-9 |90-100|85-100|50-95  | | loam, sandy | SM, SC-SM | | | | | |  | | loam, loam | | | | | | |  | 13-23 |Sandy loam, |ML, CL, SC, |A-1-b, A-4, | 0 | 0-9 |55-100|50-100|30-95  | | loamy sand, | SM | A-2-4 | | | | |  | | fine sandy | | | | | | |  | | loam, loam, | | | | | | |  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 23-34 |Sand, gravelly |SM, SC-SM |A-1-b, A-2-4 | 0 | 0-9 |55-100|50-100|30-75  | | sand, loamy | | | | | | |  | | sand, gravelly| | | | | | |  | | loamy sand | | | | | | |  | 34-60 |Stratified |GP, GM, SM, |A-1-a, A-3 | 0-1 | 0-25 |30-95 |25-90 | 7-65  | | gravelly | SP | | | | | |  | | coarse sand to| | | | | | |  | | sand | | | | | | |  | | | | | | | | | SfB: | | | | | | | | |  Shawano---------| 0-1 |Highly | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-2 |Fine sand |SM |A-2 | 0 | 0 |95-100|95-100|65-80  | 2-26 |Loamy fine |SM |A-2, A-2-4 | 0 | 0 |95-100|95-100|65-95  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 26-61 |Sand, fine sand|SM |A-2, A-2-4 | 0 | 0 |95-100|95-100|65-80  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | SfC: | | | | | | | | |  Shawano---------| 0-1 |Highly | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-2 |Fine sand |SM |A-2 | 0 | 0 |95-100|95-100|65-80  | 2-26 |Fine sand, |SM |A-2, A-2-4 | 0 | 0 |95-100|95-100|65-95  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 26-61 |Sand, fine sand|SM |A-2, A-2-4 | 0 | 0 |95-100|95-100|65-80  | | | | | | | | | SfD: | | | | | | | | |  Shawano---------| 0-1 |Highly | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-2 |Fine sand |SM |A-2 | 0 | 0 |95-100|95-100|65-80  | 2-26 |Fine sand, |SM |A-2, A-2-4 | 0 | 0 |95-100|95-100|65-95  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 26-61 |Sand, fine sand|SM |A-2, A-2-4 | 0 | 0 |95-100|95-100|65-80  | | | | | | | | | SuA: | | | | | | | | |  Sunia-----------| 0-5 |Sandy loam |SM |A-2-4, A-4 | 0 | 0-5 |80-100|75-100|50-70  | 5-9 |Fine sandy |SM, SC-SM |A-2-4, A-4 | 0 | 0-5 |80-100|75-100|50-80  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 9-19 |Loamy sand, |SM, SC-SM |A-2-4 | 0 | 0-5 |80-100|60-95 |40-70  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 19-30 |Sand, coarse |SM, SW-SM, |A-1, A-3, | 0 | 0-5 |80-100|75-90 |35-60  | | sand | SC-SM, SP, | A-2-4 | | | | |  | | | SP-SM | | | | | |  | 30-60 |Stratified sand|SW-SM, SM, SP|A-1, A-3, | 0 | 0-5 |80-100|75-90 |40-60  | | to coarse sand| | A-2-4 | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | TlC: | | | | | | | | |  Tilleda---------| 0-4 |Sandy loam |SM, SC-SM |A-4, A-2-4 | 0 | 0-8 |80-100|75-100|60-70  | 4-17 |Sandy loam, |ML, SM, |A-4 | 0-1 | 0-8 |80-100|75-100|50-95  | | loam, fine | SC-SM, CL-ML| | | | | |  | | sandy loam | | | | | | |  | 17-53 |Loam, fine |SC, CL-ML |A-4, A-6, A-7| 0-1 | 0-8 |80-100|75-100|50-10 | | sandy loam, | | | | | | |  | | sandy clay | | | | | | |  | | loam, clay | | | | | | |  | | loam | | | | | | |  | 53-60 |Silt loam, clay|CL, ML, CL-ML|A-6, A-4, A-7| 0-1 | 0-8 |80-100|75-100|60-10 | | loam, loam | | | | | | |  | | | | | | | | | TlD: | | | | | | | | |  Tilleda---------| 0-4 |Sandy loam |SM, SC-SM |A-4, A-2-4 | 0 | 0-8 |80-100|75-100|60-70  | 4-17 |Loam, sandy |ML, SM, |A-4 | 0-1 | 0-8 |80-100|75-100|50-95  | | loam, fine | CL-ML, SC-SM| | | | | |  | | sandy loam | | | | | | |  | 17-53 |Clay loam, |SC, CL-ML |A-4, A-6, A-7| 0-1 | 0-8 |80-100|75-100|50-10 | | loam, fine | | | | | | |  | | sandy loam, | | | | | | |  | | sandy clay | | | | | | |  | | loam | | | | | | |  | 53-60 |Silt loam, clay|CL, ML, CL-ML|A-6, A-4, A-7| 0-1 | 0-8 |80-100|75-100|60-10 | | loam, loam | | | | | | |  | | | | | | | | | TmA: | | | | | | | | |  Tipler----------| 0-1 |Highly | --- |A-8 | 0 | 0-9 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Fine sandy loam|SM |A-2, A-4 | 0 | 0-9 |80-100|75-100|30-80  | 3-23 |Fine sandy |ML, CL, SC, |A-2, A-4 | 0 | 0-9 |80-100|75-100|50-95  | | loam, loam, | SM | | | | | |  | | sandy loam | | | | | | |  | 23-33 |Gravelly sandy |ML, SC, CL, |A-2, A-1, A-4| 0 | 0-9 |60-100|55-100|35-95  | | loam, sandy | SM | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 33-60 |Gravelly sand, |GP, GM, SM, |A-2, A-1, A-3| 0 | 0-9 |45-85 |40-85 |25-70  | | stratified | SP | | | | | |  | | sand to | | | | | | |  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | very gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | sand, coarse | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | ToB: | | | | | | | | |  Tourtillotte----| 0-1 |Highly | --- |A-8 | 0 | 0-5 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Loamy sand |SM, SP-SM |A-1, A-2 | 0 | 0-5 |80-100|75-100|30-75  | 3-25 |Loamy sand, |SM, SP-SM |A-3, A-2 | 0 | 0-5 |80-100|75-100|50-95  | | sand, loamy | | | | | | |  | | fine sand, | | | | | | |  | | fine sand | | | | | | |  | 25-33 |Sand, fine sand|SP, SP-SM, SM|A-2, A-3 | 0 | 0-5 |80-100|75-100|50-80  | 33-56 |Coarse sand, |SP, SM, SP-SM|A-1, A-2, A-3| 0 | 0-5 |80-100|75-100|20-80  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 56-80 |Stratified silt|CL, SM, ML, |A-4, A-2, A-6| 0 | 0 |95-100|90-100|50-10 | | loam to very | SC | | | | | |  | | fine sand | | | | | | |  | | | | | | | | | ToC: | | | | | | | | |  Tourtillotte----| 0-1 |Highly | --- |A-8 | 0 | 0-5 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Loamy sand |SM, SP-SM |A-2, A-1 | 0 | 0-5 |80-100|75-100|30-75  | 3-25 |Loamy fine |SM, SP-SM |A-3, A-2 | 0 | 0-5 |80-100|75-100|50-95  | | sand, fine | | | | | | |  | | sand, sand, | | | | | | |  | | loamy sand | | | | | | |  | 25-33 |Fine sand, sand|SM, SP-SM, SP|A-3, A-2 | 0 | 0-5 |80-100|75-100|50-80  | 33-56 |Sand, coarse |SM, SP-SM, SP|A-1, A-2, A-3| 0 | 0-5 |80-100|75-100|20-80  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 56-80 |Stratified silt|ML, CL, SC, |A-4, A-2, A-6| 0 | 0 |95-100|90-100|50-10 | | loam to very | SM | | | | | |  | | fine sand | | | | | | |  | | | | | | | | | UdD: | | | | | | | | |  Udipsamments | | | | | | | | |  (earthen dam)--| 0-62 |Sand |SP, SP-SM |A-2-4, A-3 | 0 | 0 |95-100|90-100| 4-70  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | VsB: | | | | | | | | |  Vilas-----------| 0-1 |Highly | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-4 |Loamy sand |SM |A-3, A-1-b, | 0 | 0 |80-100|75-100|20-75  | | | | A-2-4 | | | | |  | 4-16 |Sand, loamy |SM |A-1-b, A-2-4 | 0 | 0 |80-100|75-100|30-75  | | sand | | | | | | |  | 16-61 |Sand |SP, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-70  | | | | A-3 | | | | |  | | | | | | | | | VsC: | | | | | | | | |  Vilas-----------| 0-1 |Highly | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-4 |Loamy sand |SM |A-3, A-1-b, | 0 | 0 |80-100|75-100|20-75  | | | | A-2-4 | | | | |  | 4-16 |Loamy sand, |SM |A-1-b, A-2-4 | 0 | 0 |80-100|75-100|30-75  | | sand | | | | | | |  | 16-61 |Sand |SP, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-70  | | | | A-3 | | | | |  | | | | | | | | | VsD: | | | | | | | | |  Vilas-----------| 0-1 |Highly | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-4 |Loamy sand |SM |A-3, A-1-b, | 0 | 0 |80-100|75-100|20-75  | | | | A-2-4 | | | | |  | 4-16 |Loamy sand, |SM |A-1-b, A-2-4 | 0 | 0 |80-100|75-100|30-75  | | sand | | | | | | |  | 16-61 |Sand |SP, SP-SM |A-1-b, A-2-4,| 0 | 0 |80-100|75-100|20-70  | | | | A-3 | | | | |  | | | | | | | | | W. | | | | | | | | |  Water | | | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | WaA: | | | | | | | | |  Wainola---------| 0-1 |Highly | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Loamy fine sand|SM |A-2-4 | 0 | 0 | 100 |90-100|55-80  | 3-7 |Loamy fine |SP, SM, SP-SM|A-1, A-2, A-3| 0 | 0 |75-100|75-100|40-75  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 7-37 |Loamy fine |SP, SM, SP-SM|A-1, A-2, A-3| 0 | 0 |75-100|75-100|40-75  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 37-61 |Loamy fine |SP, SM, SP-SM|A-1, A-2, A-3| 0 | 0 |75-100|75-100|40-70  | | sand, sand, | | | | | | |  | | fine sand | | | | | | |  | | | | | | | | | WkB: | | | | | | | | |  Wayka-----------| 0-1 |Highly | --- |A-8 | 0-2 | 0-20 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Sandy loam |ML, SC-SM, SM|A-4, A-2 | 0-2 | 0-20 |85-100|80-100|50-85  | 3-17 |Loam, fine |ML, SM |A-4, A-2 | 0-2 | 0-20 |85-100|80-100|50-95  | | sandy loam, | | | | | | |  | | sandy loam | | | | | | |  | 17-21 |Fine sandy |ML, SM |A-4, A-2 | 0-10 | 0-25 |55-100|50-98 |35-95  | | loam, gravelly| | | | | | |  | | loamy sand, | | | | | | |  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 21-27 |Fine sandy |SC, SM |A-4, A-2, A-1| 0-25 | 0-25 |55-100|40-98 |25-95  | | loam, loamy | | | | | | |  | | sand, very | | | | | | |  | | gravelly loamy| | | | | | |  | | coarse sand | | | | | | |  | 27 |Bedrock | --- | --- | --- | --- | --- | --- | ---  | | | | | | | | |  Rock outcrop. | | | | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | WrA: | | | | | | | | |  Worcester-------| 0-3 |Highly | --- |A-8 | 0 | 0-9 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 3-6 |Fine sandy loam|SC-SM, SC, SM|A-2-4, A-4 | 0 | 0-9 |80-100|75-100|45-85  | 6-17 |Fine sandy |SC, SC-SM, SM|A-4, A-2-4 | 0 | 0-9 |80-100|75-100|45-95  | | loam, loam, | | | | | | |  | | sandy loam | | | | | | |  | 17-29 |Loamy sand, |SC, SM, SC-SM|A-1-b, A-2-4,| 0 | 0-9 |55-100|50-100|35-95  | | loam, fine | | A-4 | | | | |  | | sandy loam, | | | | | | |  | | sandy loam, | | | | | | |  | | gravelly loam | | | | | | |  | 29-35 |Gravelly coarse|GM, SM |A-1-a, A-3, | 0 | 0-9 |30-100|25-100|10-70  | | sand, sand, | | A-2-4 | | | | |  | | coarse sand, | | | | | | |  | | gravelly sand | | | | | | |  | 35-63 |Stratified sand|GP, GM, SM, |A-1-a, A-3 | 0 | 0-9 |30-100|25-100| 7-70  | | to gravelly | SP | | | | | |  | | sand | | | | | | |  | | | | | | | | | WtA: | | | | | | | | |  Wormet----------| 0-3 |Highly | --- |A-8 | 0 | 0-16 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 3-7 |Fine sandy loam|SC, SM |A-2-4, A-4 | 0 | 0-16 |80-100|75-100|45-85  | 7-16 |Loam, fine |SC, SM |A-1-b, A-2-4,| 0 | 0-16 |80-100|75-100|35-95  | | sandy loam, | | A-4 | | | | |  | | sandy loam | | | | | | |  | 16-28 |Gravelly sand, |SM, GM, |A-1-b, A-3 | 0 | 0-16 |55-100|50-100|25-75  | | coarse sand, | GP-GM, SP-SM| | | | | |  | | sand, loamy | | | | | | |  | | sand, fine | | | | | | |  | | sand, loamy | | | | | | |  | | fine sand | | | | | | |  | 28-63 |Fine sand |GM, SP, GP, |A-1-a, A-3 | 0 | 0-16 |45-100|40-95 | 9-70  | | | SM | | | | | |  | | | | | | | | | 
Table 18.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and | | | | | >10 | 3-10 |___________________ component name | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | WuA: | | | | | | | | |  Wurtsmith-------| 0-2 |Highly | --- |A-8 | 0 | 0 | --- | --- | ---  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-5 |Sand |SP-SM, SP |A-2-4, A-3 | 0 | 0 |95-100|90-100|45-70  | 5-44 |Sand |SP-SM, SP |A-2-4, A-3 | 0 | 0 |95-100|90-100|45-70  | 44-62 |Sand |SP, SP-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-70  | | | | | | | | | _______________________________________________________________________________________________________
Menominee County, Wisconsin 373

Table 19.--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 and | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 component 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 | | | | |

 | | | | | | | | | | | |

AfB: | | | | | | | | | | | |

 Aftad-----------------| 0-4 | 8-12|1.35-1.55| 0.60-2.00 |0.18-0.22| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 5 | 5 | 56

 | 4-12 | 3-12|1.45-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-1.0 | .43 | .43 | | |

 | 12-28 | 8-15|1.50-1.70| 0.60-2.00 |0.10-0.19| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 28-60 | 1-12|1.50-1.75| 0.60-2.00 |0.05-0.20| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |

AnB: | | | | | | | | | | | |

 Annalake--------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 3 | 86

 | 1-3 | 5-15|1.25-1.55| 0.60-2.00 |0.08-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | | |

 | 3-12 | 2-15|1.30-1.60| 0.60-2.00 |0.11-0.22| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 12-25 | 5-15|1.40-1.70| 0.60-2.00 |0.10-0.14| 0.0-2.9 | 1.0-2.0 | .24 | .24 | | |

 | 25-40 | 8-18|1.40-1.70| 0.60-2.00 |0.10-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 40-62 | 5-15|1.45-1.70| 0.60-2.00 |0.10-0.15| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | | | | | | | | | | | |

AtB: | | | | | | | | | | | |

 Antigo----------------| 0-4 | 8-15|1.25-1.55| 0.60-2.00 |0.20-0.24| 0.0-2.9 | 1.0-3.0 | .37 | .37 | 4 | 5 | 56

 | 4-12 | 8-15|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 0.5-1.0 | .43 | .43 | | |

 | 12-24 | 8-17|1.55-1.65| 0.60-2.00 |0.16-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | 24-27 | 2-10|1.55-1.70| 0.60-2.00 |0.05-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 27-60 | 1-6 |1.50-1.70| 6.00-60 |0.02-0.06| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | | | | | | | | | | | |

AuA: | | | | | | | | | | | |

 Au Gres---------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 2 | 134

 | 1-3 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | | |

 | 3-7 | 10-15|1.30-1.55| 6.00-20 |0.07-0.09| 0.0-2.9 | 0.5-2.0 | .17 | .17 | | |

 | 7-21 | 1-15|1.50-1.70| 6.00-20 |0.06-0.09| 0.0-2.9 | 0.6-1.0 | .10 | .15 | | |

 | 21-63 | 0-8 |1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

CeB: | | | | | | | | | | | |

 Cress-----------------| 0-3 | 5-18|1.25-1.60| 0.60-2.00 |0.12-0.18| 0.0-2.9 | 0.5-2.0 | .24 | .24 | 3 | 3 | 86

 | 3-14 | 5-18|1.40-1.70| 0.60-2.00 |0.10-0.17| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 14-26 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 26-60 | 0-8 |1.50-1.80| 20-60 |0.01-0.03| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

CeC: | | | | | | | | | | | |

 Cress-----------------| 0-3 | 5-18|1.25-1.60| 0.60-2.00 |0.12-0.18| 0.0-2.9 | 0.5-2.0 | .24 | .24 | 3 | 3 | 86

 | 3-14 | 5-18|1.40-1.70| 0.60-2.00 |0.10-0.17| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 14-26 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 26-60 | 0-8 |1.50-1.80| 20-60 |0.01-0.03| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

CeD: | | | | | | | | | | | |

 Cress-----------------| 0-3 | 5-18|1.25-1.60| 0.60-2.00 |0.12-0.18| 0.0-2.9 | 0.5-2.0 | .24 | .24 | 3 | 3 | 86

 | 3-14 | 5-18|1.40-1.70| 0.60-2.00 |0.10-0.17| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 14-26 | 0-8 |1.50-1.80| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 26-60 | 0-8 |1.50-1.80| 20-60 |0.01-0.03| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

CmA: | | | | | | | | | | | |

 Crex------------------| 0-3 | 2-7 |1.35-1.60| 6.00-20 |0.10-0.12| 0.0-2.9 | 0.5-8.0 | .15 | .15 | 5 | 1 | 250

 | 3-37 | 2-7 |1.45-1.70| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 37-60 | 1-4 |1.50-1.70| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

CrB: | | | | | | | | | | | |

 Cromwell--------------| 0-21 | 5-18|1.20-1.40| 0.60-6.00 |0.16-0.18| 0.0-2.9 | 0.5-2.0 | .20 | .24 | 3 | 3 | 86

 | 21-60 | 0-8 |1.35-1.60| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .15 | | |

 | | | | | | | | | | | |

CrC: | | | | | | | | | | | |

 Cromwell--------------| 0-21 | 5-18|1.20-1.40| 0.60-6.00 |0.16-0.18| 0.0-2.9 | 0.5-2.0 | .20 | .24 | 3 | 3 | 86

 | 21-60 | 0-8 |1.35-1.60| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .15 | | |

 | | | | | | | | | | | |
374 Soil Survey of

Table 19.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol and | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 component 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 | | | | |

 | | | | | | | | | | | |

CrD: | | | | | | | | | | | |

 Cromwell--------------| 0-21 | 5-18|1.20-1.40| 0.60-6.00 |0.16-0.18| 0.0-2.9 | 0.5-2.0 | .20 | .24 | 3 | 3 | 86

 | 21-60 | 0-8 |1.35-1.60| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .15 | | |

 | | | | | | | | | | | |

CsA: | | | | | | | | | | | |

 Croswell--------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 2 | 134

 | 2-4 | 5-15|1.30-1.50| 6.00-20 |0.09-0.12| 0.0-2.9 | 0.5-2.0 | .17 | .17 | | |

 | 4-26 | 0-10|1.40-1.60| 6.00-20 |0.06-0.10| 0.0-2.9 | 0.6-1.0 | .10 | .15 | | |

 | 26-62 | 0-10|1.50-1.65| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

FeB: | | | | | | | | | | | |

 Frechette-------------| 0-4 | 3-15|1.35-1.70| 0.60-2.00 |0.13-0.18| 0.0-2.9 | 2.0-4.0 | .24 | .24 | 5 | 3 | 86

 | 4-12 | 3-15|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 12-45 | 2-18|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 45-63 | 6-18|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 63-80 | 2-15|1.35-1.70| 0.60-2.00 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | | | | | | | | | | | |

FeC: | | | | | | | | | | | |

 Frechette-------------| 0-4 | 3-15|1.35-1.70| 0.60-2.00 |0.13-0.18| 0.0-2.9 | 2.0-4.0 | .24 | .24 | 5 | 3 | 86

 | 4-12 | 3-15|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 12-45 | 2-18|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 45-63 | 6-18|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 63-80 | 2-15|1.35-1.70| 0.60-2.00 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | | | | | | | | | | | |

FeD: | | | | | | | | | | | |

 Frechette-------------| 0-4 | 3-15|1.35-1.70| 0.60-2.00 |0.13-0.18| 0.0-2.9 | 2.0-4.0 | .24 | .24 | 5 | 3 | 86

 | 4-12 | 3-15|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 12-45 | 2-18|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 45-63 | 6-18|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 63-80 | 2-15|1.35-1.70| 0.60-2.00 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | | | | | | | | | | | |

FrB: | | | | | | | | | | | |

 Frechette-------------| 0-4 | 3-15|1.35-1.70| 0.60-2.00 |0.13-0.18| 0.0-2.9 | 2.0-4.0 | .24 | .24 | 5 | 3 | 86

 | 4-12 | 3-15|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 12-45 | 2-18|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 45-63 | 6-18|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 63-80 | 2-15|1.35-1.70| 0.60-2.00 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | | | | | | | | | | | |

FrC: | | | | | | | | | | | |

 Frechette-------------| 0-4 | 3-15|1.35-1.70| 0.60-2.00 |0.13-0.18| 0.0-2.9 | 2.0-4.0 | .24 | .24 | 5 | 3 | 86

 | 4-12 | 3-15|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 12-45 | 2-18|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 45-63 | 6-18|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 63-80 | 2-15|1.35-1.70| 0.60-2.00 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | | | | | | | | | | | |

FrD: | | | | | | | | | | | |

 Frechette-------------| 0-4 | 3-15|1.35-1.70| 0.60-2.00 |0.13-0.18| 0.0-2.9 | 2.0-4.0 | .24 | .24 | 5 | 3 | 86

 | 4-12 | 3-15|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 12-45 | 2-18|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 45-63 | 6-18|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 63-80 | 2-15|1.35-1.70| 0.60-2.00 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | | | | | | | | | | | |

GaB: | | | | | | | | | | | |

 Grayling--------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 1 | 220

 | 2-5 | 2-6 |1.30-1.65| 6.00-20 |0.07-0.12| 0.0-2.9 | 1.0-6.0 | .15 | .17 | | |

 | 5-26 | 1-5 |1.30-1.65| 6.00-20 |0.06-0.12| 0.0-2.9 | 0.3-0.5 | .15 | .17 | | |

 | 26-62 | 0-5 |1.45-1.65| 6.00-20 |0.04-0.06| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

GaC: | | | | | | | | | | | |

 Grayling--------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 1 | 220

 | 2-5 | 2-6 |1.30-1.65| 6.00-20 |0.07-0.12| 0.0-2.9 | 1.0-6.0 | .15 | .17 | | |

 | 5-26 | 1-5 |1.30-1.65| 6.00-20 |0.06-0.12| 0.0-2.9 | 0.3-0.5 | .15 | .17 | | |

 | 26-62 | 0-5 |1.45-1.65| 6.00-20 |0.04-0.06| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |
Menominee County, Wisconsin 375

Table 19.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol and | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 component 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 | | | | |

 | | | | | | | | | | | |

GaD: | | | | | | | | | | | |

 Grayling--------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 1 | 220

 | 2-5 | 2-6 |1.30-1.65| 6.00-20 |0.07-0.12| 0.0-2.9 | 1.0-6.0 | .15 | .17 | | |

 | 5-26 | 1-5 |1.30-1.65| 6.00-20 |0.06-0.12| 0.0-2.9 | 0.3-0.5 | .15 | .17 | | |

 | 26-62 | 0-5 |1.45-1.65| 6.00-20 |0.04-0.06| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

GyB: | | | | | | | | | | | |

 Grayling--------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 1 | 220

 | 2-5 | 0-5 |1.30-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 1.0-6.0 | .15 | .15 | | |

 | 5-26 | 0-5 |1.30-1.65| 6.00-20 |0.06-0.08| 0.0-2.9 | 0.3-0.5 | .15 | .15 | | |

 | 26-62 | 0-5 |1.45-1.65| 6.00-20 |0.04-0.06| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

GyC: | | | | | | | | | | | |

 Grayling--------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 1 | 220

 | 2-5 | 0-5 |1.30-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 1.0-6.0 | .15 | .15 | | |

 | 5-26 | 0-5 |1.30-1.65| 6.00-20 |0.06-0.08| 0.0-2.9 | 0.3-0.5 | .15 | .15 | | |

 | 26-62 | 0-5 |1.45-1.65| 6.00-20 |0.04-0.06| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

GyD: | | | | | | | | | | | |

 Grayling--------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 1 | 220

 | 2-5 | 0-5 |1.30-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 1.0-6.0 | .15 | .15 | | |

 | 5-26 | 0-5 |1.30-1.65| 6.00-20 |0.06-0.08| 0.0-2.9 | 0.3-0.5 | .15 | .15 | | |

 | 26-62 | 0-5 |1.45-1.65| 6.00-20 |0.04-0.06| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

IgA: | | | | | | | | | | | |

 Ingalls---------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 2 | 134

 | 2-5 | 2-10|1.25-1.40| 6.00-20 |0.07-0.10| 0.0-2.9 | 0.5-2.0 | .17 | .17 | | |

 | 5-26 | 3-15|1.35-1.45| 6.00-20 |0.05-0.10| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 26-33 | 2-8 |1.45-1.65| 6.00-20 |0.05-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 33-60 | 2-20|1.45-1.80| 0.20-0.60 |0.09-0.22| 0.0-2.9 | 0.0-0.5 | .43 | .43 | | |

 | | | | | | | | | | | |

IsB: | | | | | | | | | | | |

 Iosco-----------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 2 | 134

 | 2-4 | 10-15|1.25-1.40| 6.00-20 |0.10-0.12| 0.0-2.9 | 0.5-2.0 | .17 | .17 | | |

 | 4-35 | 0-15|1.35-1.60| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.0-1.0 | .17 | .17 | | |

 | 35-42 | 16-35|1.50-1.70| 0.20-2.00 |0.16-0.20| 3.0-5.9 | 0.0-0.5 | .37 | .37 | | |

 | 42-62 | 15-35|1.50-1.70| 0.20-2.00 |0.17-0.20| 3.0-5.9 | 0.0-0.5 | .37 | .37 | | |

 | | | | | | | | | | | |

IxB: | | | | | | | | | | | |

 Ishpeming-------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 3 | 1 | 220

 | 2-7 | 2-10|1.30-1.60| 6.00-20 |0.07-0.09| 0.0-2.9 | 0.0-1.0 | .15 | .15 | | |

 | 7-27 | 2-15|1.30-1.60| 6.00-20 |0.05-0.11| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 27-47 | --- | --- | 0.01-0.06 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

 Rock outcrop. | | | | | | | | | | | |

 | | | | | | | | | | | |

IxC: | | | | | | | | | | | |

 Ishpeming-------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 3 | 1 | 220

 | 2-7 | 2-10|1.30-1.60| 6.00-20 |0.07-0.09| 0.0-2.9 | 0.0-1.0 | .15 | .15 | | |

 | 7-27 | 2-15|1.30-1.60| 6.00-20 |0.05-0.11| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 27-47 | --- | --- | 0.01-0.06 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

 Rock outcrop. | | | | | | | | | | | |

 | | | | | | | | | | | |

KaB: | | | | | | | | | | | |

 Karlin----------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 3 | 3 | 86

 | 1-3 | 5-15|1.35-1.60| 2.00-6.00 |0.15-0.17| 0.0-2.9 | 0.6-1.0 | .24 | .24 | | |

 | 3-15 | 5-15|1.35-1.60| 2.00-6.00 |0.15-0.17| 0.0-2.9 | 1.0-2.0 | .24 | .24 | | |

 | 15-33 | 0-15|1.40-1.65| 6.00-20 |0.03-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .17 | | |

 | 33-60 | 0-10|1.40-1.70| 6.00-20 |0.03-0.04| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |
376 Soil Survey of

Table 19.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol and | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 component 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 | | | | |

 | | | | | | | | | | | |

KaC: | | | | | | | | | | | |

 Karlin----------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 3 | 3 | 86

 | 1-3 | 5-15|1.35-1.60| 2.00-6.00 |0.15-0.17| 0.0-2.9 | 0.6-1.0 | .24 | .24 | | |

 | 3-15 | 5-15|1.35-1.60| 2.00-6.00 |0.15-0.17| 0.0-2.9 | 1.0-2.0 | .24 | .24 | | |

 | 15-33 | 0-15|1.40-1.65| 6.00-20 |0.03-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .17 | | |

 | 33-60 | 0-10|1.40-1.70| 6.00-20 |0.03-0.04| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

KaD: | | | | | | | | | | | |

 Karlin----------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 3 | 3 | 86

 | 1-3 | 5-15|1.35-1.60| 2.00-6.00 |0.15-0.17| 0.0-2.9 | 0.6-1.0 | .24 | .24 | | |

 | 3-15 | 5-15|1.35-1.60| 2.00-6.00 |0.15-0.17| 0.0-2.9 | 1.0-2.0 | .24 | .24 | | |

 | 15-33 | 0-15|1.40-1.65| 6.00-20 |0.03-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .17 | | |

 | 33-60 | 0-10|1.40-1.70| 6.00-20 |0.03-0.04| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

KeC: | | | | | | | | | | | |

 Kennan----------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 3 | 86

 | 2-4 | 5-15|1.20-1.60| 0.60-2.00 |0.10-0.20| 0.0-2.9 | 0.5-2.0 | .37 | .37 | | |

 | 4-15 | 3-12|1.40-1.70| 0.60-2.00 |0.07-0.22| 0.0-2.9 | --- | .24 | .24 | | |

 | 15-21 | 5-18|1.55-1.70| 0.60-2.00 |0.08-0.22| 0.0-2.9 | --- | .24 | .24 | | |

 | 21-66 | 5-18|1.55-1.70| 0.60-2.00 |0.04-0.18| 0.0-2.9 | --- | .24 | .24 | | |

 | 66-80 | 3-10|1.55-1.70| 0.60-6.00 |0.03-0.12| 0.0-2.9 | --- | .17 | .17 | | |

 | | | | | | | | | | | |

KeD: | | | | | | | | | | | |

 Kennan----------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 3 | 86

 | 2-4 | 5-15|1.20-1.60| 0.60-2.00 |0.10-0.20| 0.0-2.9 | 0.5-2.0 | .37 | .37 | | |

 | 4-15 | 3-12|1.40-1.70| 0.60-2.00 |0.07-0.22| 0.0-2.9 | --- | .24 | .24 | | |

 | 15-21 | 5-18|1.55-1.70| 0.60-2.00 |0.08-0.22| 0.0-2.9 | --- | .24 | .24 | | |

 | 21-66 | 5-18|1.55-1.70| 0.60-2.00 |0.04-0.18| 0.0-2.9 | --- | .24 | .24 | | |

 | 66-80 | 3-10|1.55-1.70| 0.60-6.00 |0.03-0.12| 0.0-2.9 | --- | .17 | .17 | | |

 | | | | | | | | | | | |

KoC: | | | | | | | | | | | |

 Kennan----------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 5 | 56

 | 2-4 | 5-15|1.20-1.60| 0.60-2.00 |0.10-0.20| 0.0-2.9 | 0.5-2.0 | .37 | .37 | | |

 | 4-15 | 3-12|1.40-1.70| 0.60-2.00 |0.07-0.22| 0.0-2.9 | --- | .24 | .24 | | |

 | 15-21 | 5-18|1.55-1.70| 0.60-2.00 |0.08-0.22| 0.0-2.9 | --- | .24 | .24 | | |

 | 21-66 | 5-18|1.55-1.70| 0.60-2.00 |0.04-0.18| 0.0-2.9 | --- | .24 | .24 | | |

 | 66-80 | 3-10|1.55-1.70| 0.60-6.00 |0.03-0.12| 0.0-2.9 | --- | .17 | .17 | | |

 | | | | | | | | | | | |

KoD: | | | | | | | | | | | |

 Kennan----------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 5 | 56

 | 2-4 | 5-15|1.20-1.60| 0.60-2.00 |0.10-0.20| 0.0-2.9 | 0.5-2.0 | .37 | .37 | | |

 | 4-15 | 3-12|1.40-1.70| 0.60-2.00 |0.07-0.22| 0.0-2.9 | --- | .24 | .24 | | |

 | 15-21 | 5-18|1.55-1.70| 0.60-2.00 |0.08-0.22| 0.0-2.9 | --- | .24 | .24 | | |

 | 21-66 | 5-18|1.55-1.70| 0.60-2.00 |0.04-0.18| 0.0-2.9 | --- | .24 | .24 | | |

 | 66-80 | 3-10|1.55-1.70| 0.60-6.00 |0.03-0.12| 0.0-2.9 | --- | .17 | .17 | | |

 | | | | | | | | | | | |

KxB: | | | | | | | | | | | |

 Keshena---------------| 0-3 | 4-15|1.35-1.60| 0.60-2.00 |0.14-0.18| 0.0-2.9 | 2.0-4.0 | .24 | .24 | 5 | 3 | 86

 | 3-19 | 4-15|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 19-49 | 16-30|1.40-1.70| 0.20-2.00 |0.10-0.19| 3.0-5.9 | 0.0-0.5 | .24 | .24 | | |

 | 49-75 | 18-35|1.55-1.65| 0.20-2.00 |0.12-0.19| 3.0-5.9 | 0.0-0.5 | .32 | .32 | | |

 | 75-80 | 10-35|1.55-1.65| 0.20-0.60 |0.12-0.22| 3.0-5.9 | 0.0-0.5 | .37 | .37 | | |

 | | | | | | | | | | | |

LaB: | | | | | | | | | | | |

 Lablatz---------------| 0-4 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 3 | 86

 | 4-7 | 3-15|1.35-1.70| 0.60-2.00 |0.15-0.18| 0.0-2.9 | 2.0-4.0 | .24 | .24 | | |

 | 7-16 | 3-15|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 16-30 | 2-18|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 30-41 | 6-18|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 41-64 | 2-15|1.35-1.70| 0.60-2.00 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | | | | | | | | | | | |
Menominee County, Wisconsin 377

Table 19.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol and | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 component 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 | | | | |

 | | | | | | | | | | | |

LDF. | | | | | | | | | | | |

 Landfill | | | | | | | | | | | |

 | | | | | | | | | | | |

LoA: | | | | | | | | | | | |

 Loxley----------------| 0-10 | 0-0 |0.30-0.40| 6.00-20 |0.35-0.65| --- | 70-90 | .10 | .10 | 5 | 7 | 38

 | 10-60 | 0-0 |0.10-0.35| 0.20-6.00 |0.35-0.45| --- | 70-90 | --- | --- | | |

 | | | | | | | | | | | |

LuA: | | | | | | | | | | | |

 Lupton----------------| 0-7 | 0-0 |0.10-0.35| 0.20-6.00 |0.35-0.45| --- | 70-90 | .10 | .10 | 5 | 2 | 134

 | 7-60 | 0-0 |0.10-0.35| 0.20-6.00 |0.35-0.45| --- | 70-90 | --- | --- | | |

 | | | | | | | | | | | |

 Markey----------------| 0-28 | --- |0.15-0.45| 0.20-6.00 |0.35-0.45| --- | 55-85 | .10 | .10 | 4 | 2 | 134

 | 28-60 | 0-10|1.40-1.65| 6.00-60 |0.03-0.08| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

 Cathro----------------| 0-8 | 0-0 |0.28-0.45| 0.20-6.00 |0.35-0.45| --- | 60-85 | .10 | .10 | 5 | 2 | 134

 | 8-37 | 0-0 |0.15-0.30| 0.20-6.00 |0.35-0.45| --- | 60-85 | .10 | .10 | | |

 | 37-60 | 10-30|1.50-1.70| 0.20-2.00 |0.11-0.22| 0.0-2.9 | 0.0-0.5 | .32 | --- | | |

 | | | | | | | | | | | |

M-W. | | | | | | | | | | | |

 Miscellaneous water | | | | | | | | | | | |

 | | | | | | | | | | | |

MaB: | | | | | | | | | | | |

 Mahtomedi-------------| 0-4 | 2-15|1.40-1.60| 6.00-20 |0.10-0.12| 0.0-2.9 | 0.5-1.0 | .17 | .17 | 5 | 2 | 134

 | 4-20 | 0-10|1.40-1.50| 6.00-20 |0.06-0.08| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | 20-38 | 0-8 |1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 38-60 | 0-8 |1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

MaC: | | | | | | | | | | | |

 Mahtomedi-------------| 0-4 | 2-15|1.40-1.60| 6.00-20 |0.10-0.12| 0.0-2.9 | 0.5-1.0 | .17 | .17 | 5 | 2 | 134

 | 4-20 | 0-10|1.40-1.50| 6.00-20 |0.06-0.08| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | 20-38 | 0-8 |1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 38-60 | 0-8 |1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

MaD: | | | | | | | | | | | |

 Mahtomedi-------------| 0-4 | 2-15|1.40-1.60| 6.00-20 |0.10-0.12| 0.0-2.9 | 0.5-1.0 | .17 | .17 | 5 | 2 | 134

 | 4-20 | 0-10|1.40-1.50| 6.00-20 |0.06-0.08| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | 20-38 | 0-8 |1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 38-60 | 0-8 |1.45-1.75| 6.00-20 |0.02-0.07| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

MoC: | | | | | | | | | | | |

 Menominee-------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 2 | 134

 | 2-4 | 2-12|1.35-1.65| 2.00-6.00 |0.10-0.12| 0.0-2.9 | 0.5-1.0 | .17 | .17 | | |

 | 4-27 | 5-12|1.45-1.70| 6.00-20 |0.04-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .17 | | |

 | 27-60 | 18-35|1.45-1.70| 0.20-2.00 |0.14-0.18| 3.0-5.9 | 0.0-0.5 | .28 | .32 | | |

 | 60-80 | 12-35|1.45-1.75| 0.20-2.00 |0.13-0.18| 3.0-5.9 | 0.0-0.5 | .32 | .37 | | |

 | | | | | | | | | | | |

MoD: | | | | | | | | | | | |

 Menominee-------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 2 | 134

 | 2-4 | 2-12|1.35-1.65| 2.00-6.00 |0.10-0.12| 0.0-2.9 | 0.5-1.0 | .17 | .17 | | |

 | 4-27 | 5-12|1.45-1.70| 6.00-20 |0.04-0.10| 0.0-2.9 | 0.0-0.5 | .15 | .17 | | |

 | 27-60 | 18-35|1.45-1.70| 0.20-2.00 |0.14-0.18| 3.0-5.9 | 0.0-0.5 | .28 | .32 | | |

 | 60-80 | 12-35|1.45-1.75| 0.20-2.00 |0.13-0.18| 3.0-5.9 | 0.0-0.5 | .32 | .37 | | |

 | | | | | | | | | | | |

MqB: | | | | | | | | | | | |

 Mequithy--------------| 0-3 | 3-15|1.35-1.55| 0.60-2.00 |0.15-0.18| 0.0-2.9 | 2.0-4.0 | .24 | .24 | 3 | 3 | 86

 | 3-4 | 3-15|1.50-1.65| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 4-13 | 3-15|1.50-1.65| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 1.0-2.0 | .24 | .24 | | |

 | 13-21 | 3-15|1.50-1.65| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 21-27 | 6-18|1.40-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 27-48 | --- | --- | 0.01-20 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

 Rock outcrop. | | | | | | | | | | | |

 | | | | | | | | | | | |
378 Soil Survey of

Table 19.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol and | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 component 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 | | | | |

 | | | | | | | | | | | |

MqC: | | | | | | | | | | | |

 Mequithy--------------| 0-3 | 3-15|1.35-1.55| 0.60-2.00 |0.15-0.18| 0.0-2.9 | 2.0-4.0 | .24 | .24 | 3 | 3 | 86

 | 3-4 | 3-15|1.50-1.65| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 4-13 | 3-15|1.50-1.65| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 1.0-2.0 | .24 | .24 | | |

 | 13-21 | 3-15|1.50-1.65| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 21-27 | 6-18|1.40-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 27-48 | --- | --- | 0.01-20 | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

 Rock outcrop. | | | | | | | | | | | |

 | | | | | | | | | | | |

MuA: | | | | | | | | | | | |

 Minocqua--------------| 0-6 | 0-0 |0.15-0.45| 2.00-6.00 |0.35-0.45| 0.0-2.9 | 30-60 | .10 | .10 | 4 | 2 | 134

 | 6-30 | 10-17|1.50-1.60| 0.60-2.00 |0.11-0.19| 0.0-2.9 | 0.5-2.0 | .43 | .43 | | |

 | 30-38 | 3-17|1.65-1.75| 2.00-20 |0.06-0.13| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | 38-66 | 0-3 |1.75-1.85| 6.00-60 |0.02-0.04| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | | | | | | | | | | | |

MwB: | | | | | | | | | | | |

 Moodig----------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 3 | 86

 | 2-5 | 4-15|1.35-1.70| 0.60-2.00 |0.09-0.15| 0.0-2.9 | 1.0-2.0 | .24 | .24 | | |

 | 5-14 | 4-15|1.40-1.70| 0.60-2.00 |0.09-0.22| 0.0-2.9 | 0.5-1.0 | .32 | .32 | | |

 | 14-25 | 4-17|1.40-1.70| 0.60-2.00 |0.07-0.21| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 25-49 | 5-17|1.40-1.70| 0.60-2.00 |0.07-0.21| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 49-62 | 4-12|1.40-1.70| 0.60-6.00 |0.05-0.14| 0.0-2.9 | 0.0-0.5 | .20 | .20 | | |

 | | | | | | | | | | | |

MxB: | | | | | | | | | | | |

 Morganlake------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 2 | 134

 | 2-4 | 1-12|1.35-1.60| 2.00-20 |0.09-0.14| 0.0-2.9 | 0.5-1.0 | .17 | .17 | | |

 | 4-26 | 1-12|1.45-1.70| 2.00-20 |0.06-0.12| 0.0-2.9 | 1.0-2.0 | .17 | .17 | | |

 | 26-36 | 1-12|1.45-1.70| 2.00-20 |0.06-0.12| 0.0-2.9 | 0.5-1.0 | .17 | .17 | | |

 | 36-65 | 18-35|1.45-1.65| 0.20-0.60 |0.13-0.20| 3.0-5.9 | 0.0-0.5 | .43 | .43 | | |

 | 65-80 | 18-35|1.50-1.75| 0.20-0.60 |0.12-0.18| 3.0-5.9 | 0.0-0.5 | .43 | .43 | | |

 | | | | | | | | | | | |

MzB: | | | | | | | | | | | |

 Moshawquit------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 2 | 134

 | 1-3 | 1-7 |1.35-1.65| 6.00-20 |0.10-0.12| 0.0-2.9 | 0.5-1.0 | .17 | .17 | | |

 | 3-26 | 1-7 |1.45-1.65| 6.00-20 |0.05-0.13| 0.0-2.9 | 0.5-1.0 | .17 | .17 | | |

 | 26-48 | 2-18|1.40-1.70| 0.60-2.00 |0.05-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 48-60 | 0-3 |1.55-1.80|0.0000-6.00|0.03-0.06| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | | | | | | | | | | | |

MzC: | | | | | | | | | | | |

 Moshawquit------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 2 | 134

 | 1-3 | 1-7 |1.35-1.65| 6.00-20 |0.10-0.12| 0.0-2.9 | 0.5-1.0 | .17 | .17 | | |

 | 3-26 | 1-7 |1.45-1.65| 6.00-20 |0.05-0.13| 0.0-2.9 | 0.5-1.0 | .17 | .17 | | |

 | 26-48 | 2-18|1.40-1.70| 0.60-2.00 |0.05-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 48-60 | 0-3 |1.55-1.80|0.0000-6.00|0.03-0.06| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | | | | | | | | | | | |

NeA: | | | | | | | | | | | |

 Neconish--------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 1 | 250

 | 1-4 | 2-6 |1.50-1.65| 6.00-20 |0.06-0.09| 0.0-2.9 | 0.5-1.0 | .15 | .15 | | |

 | 4-36 | 2-7 |1.35-1.65| 6.00-60 |0.05-0.11| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 36-60 | 0-4 |1.50-1.70| 6.00-60 |0.04-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

NoB: | | | | | | | | | | | |

 Neopit----------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 5 | 56

 | 1-4 | 4-12|1.35-1.65| 0.60-2.00 |0.06-0.15| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 4-12 | 4-12|1.40-1.80| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | .32 | .32 | | |

 | 12-20 | 4-15|1.40-1.80| 0.60-6.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 20-67 | 5-18|1.40-1.80| 0.60-6.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 67-80 | 2-10|1.35-1.80| 0.60-6.00 |0.06-0.14| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |
Menominee County, Wisconsin 379

Table 19.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol and | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 component 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 | | | | |

 | | | | | | | | | | | |

NpB: | | | | | | | | | | | |

 Neopit----------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 5 | 56

 | 1-4 | 4-15|1.35-1.65| 0.60-2.00 |0.17-0.22| 0.0-2.9 | 0.5-2.0 | .37 | .37 | | |

 | 4-12 | 4-15|1.40-1.80| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | .32 | .32 | | |

 | 12-20 | 4-15|1.40-1.80| 0.60-6.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 20-67 | 5-18|1.40-1.80| 0.60-6.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 67-80 | 2-10|1.35-1.80| 0.60-6.00 |0.06-0.14| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

NsA: | | | | | | | | | | | |

 Noseum----------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 3 | 3 | 86

 | 1-3 | 4-15|1.35-1.70| 2.00-6.00 |0.13-0.18| 0.0-2.9 | 1.0-4.0 | .24 | .24 | | |

 | 3-14 | 4-15|1.40-1.70| 2.00-6.00 |0.12-0.17| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 14-32 | 1-7 |1.45-1.65| 6.00-20 |0.05-0.13| 0.0-2.9 | 0.0-0.5 | .17 | .17 | | |

 | 32-60 | 0-3 |1.55-1.70| 6.00-20 |0.04-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

PaB: | | | | | | | | | | | |

 Padus-----------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 4 | 3 | 86

 | 1-4 | 3-6 |1.35-1.70| 0.60-2.00 |0.10-0.18| 0.0-2.9 | 0.8-1.2 | .24 | .24 | | |

 | 4-13 | 4-8 |1.40-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 1.0-2.0 | .24 | .24 | | |

 | 13-22 | 6-10|1.40-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 22-27 | 6-12|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 27-31 | 0-3 |1.55-1.80| 6.00-60 |0.01-0.06| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | 31-60 | 0-3 |1.55-1.80| 6.00-60 |0.01-0.06| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | | | | | | | | | | | |

PaC: | | | | | | | | | | | |

 Padus-----------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 4 | 3 | 86

 | 1-4 | 3-6 |1.35-1.70| 0.60-2.00 |0.10-0.18| 0.0-2.9 | 0.8-1.2 | .24 | .24 | | |

 | 4-13 | 4-8 |1.40-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 1.0-2.0 | .24 | .24 | | |

 | 13-22 | 6-10|1.40-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 22-27 | 6-12|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 27-31 | 0-3 |1.55-1.80| 6.00-60 |0.01-0.06| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | 31-60 | 0-3 |1.55-1.80| 6.00-60 |0.01-0.06| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | | | | | | | | | | | |

PaD: | | | | | | | | | | | |

 Padus-----------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 4 | 3 | 86

 | 1-4 | 3-6 |1.35-1.70| 0.60-2.00 |0.10-0.18| 0.0-2.9 | 0.8-1.2 | .24 | .24 | | |

 | 4-13 | 4-8 |1.40-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 1.0-2.0 | .24 | .24 | | |

 | 13-22 | 6-10|1.40-1.70| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 22-27 | 6-12|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 27-31 | 0-3 |1.55-1.80| 6.00-60 |0.01-0.06| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | 31-60 | 0-3 |1.55-1.80| 6.00-60 |0.01-0.06| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | | | | | | | | | | | |

PbB: | | | | | | | | | | | |

 Padwet----------------| 0-3 | 3-10|1.35-1.70| 0.60-2.00 |0.10-0.15| 0.0-2.9 | 2.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 3-5 | 3-14|1.40-1.65| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 5-22 | 5-15|1.40-1.65| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 1.0-2.0 | .24 | .24 | | |

 | 22-38 | 6-17|1.40-1.65| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 38-60 | 0-3 |1.55-1.80| 6.00-20 |0.01-0.06| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

PeB: | | | | | | | | | | | |

 Pecore----------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 5 | 56

 | 2-4 | 4-15|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 2.0-4.0 | .32 | .32 | | |

 | 4-10 | 4-15|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | .32 | .32 | | |

 | 10-27 | 10-30|1.40-1.70| 0.60-2.00 |0.12-0.19| 2.9-5.9 | 0.0-0.5 | .32 | .32 | | |

 | 27-47 | 18-35|1.55-1.65| 0.60-2.00 |0.12-0.22| 2.9-5.9 | 0.0-0.5 | .32 | .32 | | |

 | 47-62 | 0-3 |1.55-1.80| 6.00-60 |0.03-0.06| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | | | | | | | | | | | |
380 Soil Survey of

Table 19.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol and | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 component 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 | | | | |

 | | | | | | | | | | | |

PeC: | | | | | | | | | | | |

 Pecore----------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 5 | 56

 | 2-4 | 4-15|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 2.0-4.0 | .32 | .32 | | |

 | 4-10 | 4-15|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | .32 | .32 | | |

 | 10-27 | 10-30|1.40-1.70| 0.60-2.00 |0.12-0.19| 2.9-5.9 | 0.0-0.5 | .32 | .32 | | |

 | 27-47 | 18-35|1.55-1.65| 0.60-2.00 |0.12-0.22| 2.9-5.9 | 0.0-0.5 | .32 | .32 | | |

 | 47-62 | 0-3 |1.55-1.80| 6.00-60 |0.03-0.06| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | | | | | | | | | | | |

PeD: | | | | | | | | | | | |

 Pecore----------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 5 | 56

 | 2-4 | 4-15|1.35-1.55| 0.60-2.00 |0.20-0.22| 0.0-2.9 | 2.0-4.0 | .32 | .32 | | |

 | 4-10 | 4-15|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | .32 | .32 | | |

 | 10-27 | 10-30|1.40-1.70| 0.60-2.00 |0.12-0.19| 2.9-5.9 | 0.0-0.5 | .32 | .32 | | |

 | 27-47 | 18-35|1.55-1.65| 0.60-2.00 |0.12-0.22| 2.9-5.9 | 0.0-0.5 | .32 | .32 | | |

 | 47-62 | 0-3 |1.55-1.80| 6.00-60 |0.03-0.06| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | | | | | | | | | | | |

PnB: | | | | | | | | | | | |

 Pence-----------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 3 | 3 | 86

 | 2-5 | 3-15|1.20-1.65| 2.00-6.00 |0.10-0.18| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 5-14 | 2-15|1.35-1.45| 2.00-6.00 |0.10-0.15| 0.0-2.9 | 1.0-2.0 | .17 | .24 | | |

 | 14-18 | 2-10|1.65-1.75| 2.00-60 |0.05-0.08| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 18-62 | 0-4 |1.35-1.80| 6.00-60 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

PnC: | | | | | | | | | | | |

 Pence-----------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 3 | 3 | 86

 | 2-5 | 3-15|1.20-1.65| 2.00-6.00 |0.10-0.18| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 5-14 | 2-15|1.35-1.45| 2.00-6.00 |0.10-0.15| 0.0-2.9 | 1.0-2.0 | .17 | .24 | | |

 | 14-18 | 2-10|1.65-1.75| 2.00-60 |0.05-0.08| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 18-62 | 0-4 |1.35-1.80| 6.00-60 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

PnD: | | | | | | | | | | | |

 Pence-----------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 3 | 3 | 86

 | 2-5 | 3-15|1.20-1.65| 2.00-6.00 |0.10-0.18| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 5-14 | 2-15|1.35-1.45| 2.00-6.00 |0.10-0.15| 0.0-2.9 | 1.0-2.0 | .17 | .24 | | |

 | 14-18 | 2-10|1.65-1.75| 2.00-60 |0.05-0.08| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | 18-62 | 0-4 |1.35-1.80| 6.00-60 |0.02-0.05| 0.0-2.9 | 0.0-0.5 | .05 | .10 | | |

 | | | | | | | | | | | |

PrB: | | | | | | | | | | | |

 Perote----------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 3 | 86

 | 2-4 | 3-15|1.35-1.55| 0.60-2.00 |0.16-0.18| 0.0-2.9 | 2.0-4.0 | .24 | .24 | | |

 | 4-11 | 3-15|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 11-29 | 2-18|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 29-51 | 6-18|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 51-60 | 0-3 |1.55-1.80| 6.00-60 |0.03-0.06| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | | | | | | | | | | | |

PrC: | | | | | | | | | | | |

 Perote----------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 3 | 86

 | 2-4 | 3-15|1.35-1.55| 0.60-2.00 |0.16-0.18| 0.0-2.9 | 2.0-4.0 | .24 | .24 | | |

 | 4-11 | 3-15|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 11-29 | 2-18|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 29-51 | 6-18|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 51-60 | 0-3 |1.55-1.80| 6.00-60 |0.03-0.06| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | | | | | | | | | | | |

PrD: | | | | | | | | | | | |

 Perote----------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 3 | 86

 | 2-4 | 3-15|1.35-1.55| 0.60-2.00 |0.16-0.18| 0.0-2.9 | 2.0-4.0 | .24 | .24 | | |

 | 4-11 | 3-15|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 11-29 | 2-18|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 29-51 | 6-18|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 51-60 | 0-3 |1.55-1.80| 6.00-60 |0.03-0.06| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | | | | | | | | | | | |
Menominee County, Wisconsin 381

Table 19.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol and | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 component 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 | | | | |

 | | | | | | | | | | | |

PsB: | | | | | | | | | | | |

 Peshtigo--------------| 0-5 | 4-15|1.35-1.60| 0.60-2.00 |0.16-0.18| 0.0-2.9 | 2.0-4.0 | .32 | .32 | 5 | 3 | 86

 | 5-11 | 4-15|1.35-1.55| 0.60-2.00 |0.14-0.20| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 11-29 | 10-30|1.40-1.70| 0.60-2.00 |0.10-0.19| 2.9-5.9 | 0.0-0.5 | .24 | .24 | | |

 | 29-62 | 18-35|1.55-1.65| 0.60-2.00 |0.12-0.19| 2.9-5.9 | 0.0-0.5 | .32 | .32 | | |

 | 62-80 | 10-35|1.55-1.65| 0.20-0.60 |0.12-0.22| 2.9-5.9 | 0.0-0.5 | .37 | .37 | | |

 | | | | | | | | | | | |

Pt: | | | | | | | | | | | |

 Pits, gravel----------| 0-10 | 0-5 | --- | --- | --- | --- | --- | .02 | .02 | 5 | 1 | 250

 | | | | | | | | | | | |

RaB: | | | | | | | | | | | |

 Rabe------------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 2 | 134

 | 1-2 | 1-7 |1.35-1.65| 6.00-20 |0.10-0.12| 0.0-2.9 | 0.5-1.0 | .17 | .17 | | |

 | 2-25 | 1-7 |1.45-1.65| 6.00-20 |0.05-0.13| 0.0-2.9 | 0.5-1.0 | .17 | .17 | | |

 | 25-35 | 2-18|1.40-1.70| 0.60-2.00 |0.05-0.19| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 35-58 | 6-18|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 58-80 | 2-15|1.35-1.70| 0.60-2.00 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

RaC: | | | | | | | | | | | |

 Rabe------------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 2 | 134

 | 1-2 | 1-7 |1.35-1.65| 6.00-20 |0.10-0.12| 0.0-2.9 | 0.5-1.0 | .17 | .17 | | |

 | 2-25 | 1-7 |1.45-1.65| 6.00-20 |0.05-0.13| 0.0-2.9 | 0.5-1.0 | .17 | .17 | | |

 | 25-35 | 2-18|1.40-1.70| 0.60-2.00 |0.05-0.19| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 35-58 | 6-18|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 58-80 | 2-15|1.35-1.70| 0.60-2.00 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

RaD: | | | | | | | | | | | |

 Rabe------------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 2 | 134

 | 1-2 | 1-7 |1.35-1.65| 6.00-20 |0.10-0.12| 0.0-2.9 | 0.5-1.0 | .17 | .17 | | |

 | 2-25 | 1-7 |1.45-1.65| 6.00-20 |0.05-0.13| 0.0-2.9 | 0.5-1.0 | .17 | .17 | | |

 | 25-35 | 2-18|1.40-1.70| 0.60-2.00 |0.05-0.19| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 35-58 | 6-18|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | 58-80 | 2-15|1.35-1.70| 0.60-2.00 |0.11-0.19| 0.0-2.9 | 0.0-0.5 | .28 | .28 | | |

 | | | | | | | | | | | |

RbA: | | | | | | | | | | | |

 Robago----------------| 0-3 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 3 | 86

 | 3-4 | 5-15|1.25-1.55| 0.60-2.00 |0.08-0.18| 0.0-2.9 | 2.0-4.0 | .24 | .24 | | |

 | 4-12 | 2-15|1.30-1.60| 0.60-2.00 |0.11-0.18| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 12-18 | 5-15|1.40-1.70| 0.60-2.00 |0.10-0.14| 0.0-2.9 | 1.0-2.0 | .24 | .24 | | |

 | 18-26 | 5-15|1.40-1.70| 0.60-2.00 |0.10-0.14| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 26-35 | 8-18|1.40-1.70| 0.60-2.00 |0.10-0.14| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 35-80 | 5-15|1.45-1.70| 0.60-2.00 |0.10-0.15| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | | | | | | | | | | | |

RcA: | | | | | | | | | | | |

 Roscommon-------------| 0-6 | 0-0 |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | 40-60 | .10 | .10 | 5 | 2 | 134

 | 6-60 | 0-3 |1.45-1.70| 6.00-20 |0.05-0.09| 0.0-2.9 | --- | .17 | .17 | | |

 | | | | | | | | | | | |

RoB: | | | | | | | | | | | |

 Rosholt---------------| 0-4 | 4-10|1.50-1.60| 0.60-6.00 |0.10-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 4-10 | 3-12|1.70-1.80| 0.60-6.00 |0.10-0.22| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 10-22 | 6-15|1.65-1.75| 0.60-6.00 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 22-30 | 4-12|1.55-1.65| 0.60-6.00 |0.04-0.16| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 30-60 | 0-5 |1.50-1.80| 6.00-60 |0.02-0.04| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | | | | | | | | | | | |

RoC: | | | | | | | | | | | |

 Rosholt---------------| 0-4 | 4-10|1.50-1.60| 0.60-6.00 |0.10-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 4-10 | 3-12|1.70-1.80| 0.60-6.00 |0.10-0.22| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 10-22 | 6-15|1.65-1.75| 0.60-6.00 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 22-30 | 4-12|1.55-1.65| 0.60-6.00 |0.04-0.16| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 30-60 | 0-5 |1.50-1.80| 6.00-60 |0.02-0.04| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | | | | | | | | | | | |
382 Soil Survey of

Table 19.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol and | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 component 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 | | | | |

 | | | | | | | | | | | |

RoD: | | | | | | | | | | | |

 Rosholt---------------| 0-4 | 4-10|1.50-1.60| 0.60-6.00 |0.10-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 4-10 | 3-12|1.70-1.80| 0.60-6.00 |0.10-0.22| 0.0-2.9 | 0.0-1.0 | .24 | .24 | | |

 | 10-22 | 6-15|1.65-1.75| 0.60-6.00 |0.09-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 22-30 | 4-12|1.55-1.65| 0.60-6.00 |0.04-0.16| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 30-60 | 0-5 |1.50-1.80| 6.00-60 |0.02-0.04| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | | | | | | | | | | | |

RsB: | | | | | | | | | | | |

 Rousseau--------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 1 | 250

 | 1-4 | 0-10|1.30-1.55| 6.00-20 |0.07-0.09| 0.0-2.9 | 0.0-1.0 | .15 | .15 | | |

 | 4-34 | 0-10|1.30-1.60| 6.00-20 |0.06-0.08| 0.0-2.9 | 0.6-1.0 | .15 | .15 | | |

 | 34-60 | 0-10|1.50-1.65| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

RsC: | | | | | | | | | | | |

 Rousseau--------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 1 | 250

 | 1-4 | 0-10|1.30-1.55| 6.00-20 |0.07-0.09| 0.0-2.9 | 0.0-1.0 | .15 | .15 | | |

 | 4-34 | 0-10|1.30-1.60| 6.00-20 |0.06-0.08| 0.0-2.9 | 0.6-1.0 | .15 | .15 | | |

 | 34-60 | 0-10|1.50-1.65| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

RsD: | | | | | | | | | | | |

 Rousseau--------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 1 | 250

 | 1-4 | 0-10|1.30-1.55| 6.00-20 |0.07-0.09| 0.0-2.9 | 0.0-1.0 | .15 | .15 | | |

 | 4-34 | 0-10|1.30-1.60| 6.00-20 |0.06-0.08| 0.0-2.9 | 0.6-1.0 | .15 | .15 | | |

 | 34-60 | 0-10|1.50-1.65| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

ScA: | | | | | | | | | | | |

 Scott Lake------------| 0-3 | 6-15|1.35-1.70| 0.60-2.00 |0.10-0.15| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 4 | 3 | 86

 | 3-13 | 6-13|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-1.0 | .32 | .32 | | |

 | 13-23 | 8-15|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | 23-34 | 1-10|1.40-1.70| 0.60-2.00 |0.06-0.12| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | 34-60 | 1-6 |1.50-1.80| 6.00-60 |0.01-0.08| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | | | | | | | | | | | |

SfB: | | | | | | | | | | | |

 Shawano---------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 1 | 250

 | 1-2 | 2-5 |1.00-1.35| 6.00-20 |0.08-0.10| 0.0-2.9 | 0.5-1.0 | .15 | .15 | | |

 | 2-26 | 1-8 |1.45-1.70| 6.00-20 |0.07-0.12| 0.0-2.9 | --- | .15 | .15 | | |

 | 26-61 | 1-3 |1.50-1.70| 6.00-20 |0.05-0.08| 0.0-2.9 | --- | .15 | .15 | | |

 | | | | | | | | | | | |

SfC: | | | | | | | | | | | |

 Shawano---------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 1 | 250

 | 1-2 | 2-5 |1.00-1.35| 6.00-20 |0.08-0.10| 0.0-2.9 | 0.5-1.0 | .15 | .15 | | |

 | 2-26 | 1-8 |1.45-1.70| 6.00-20 |0.07-0.12| 0.0-2.9 | --- | .15 | .15 | | |

 | 26-61 | 1-3 |1.50-1.70| 6.00-20 |0.05-0.08| 0.0-2.9 | --- | .15 | .15 | | |

 | | | | | | | | | | | |

SfD: | | | | | | | | | | | |

 Shawano---------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 1 | 250

 | 1-2 | 2-5 |1.00-1.35| 6.00-20 |0.08-0.10| 0.0-2.9 | 0.5-1.0 | .15 | .15 | | |

 | 2-26 | 1-8 |1.45-1.70| 6.00-20 |0.07-0.12| 0.0-2.9 | --- | .15 | .15 | | |

 | 26-61 | 1-3 |1.50-1.70| 6.00-20 |0.05-0.08| 0.0-2.9 | --- | .15 | .15 | | |

 | | | | | | | | | | | |

SuA: | | | | | | | | | | | |

 Sunia-----------------| 0-5 | 3-11|1.35-1.70| 0.60-6.00 |0.13-0.15| 0.0-2.9 | 0.5-2.0 | .24 | .24 | 3 | 3 | 86

 | 5-9 | 2-12|1.40-1.70| 0.60-6.00 |0.12-0.17| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 9-19 | 2-10|1.40-1.70| 0.60-6.00 |0.12-0.15| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 19-30 | 2-8 |1.45-1.65| 2.00-20 |0.04-0.11| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | 30-60 | 0-3 |1.55-1.70| 6.00-20 |0.03-0.06| 0.0-2.9 | 0.0-0.5 | .10 | .10 | | |

 | | | | | | | | | | | |

TlC: | | | | | | | | | | | |

 Tilleda---------------| 0-4 | 4-15|1.35-1.55| 0.60-2.00 |0.13-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 5 | 3 | 86

 | 4-17 | 16-25|1.55-1.65| 0.60-2.00 |0.12-0.19| 3.0-5.9 | --- | .32 | .32 | | |

 | 17-53 | 18-35|1.55-1.65| 0.60-2.00 |0.12-0.19| 3.0-5.9 | --- | .32 | .32 | | |

 | 53-60 | 15-35|1.60-1.70| 0.60-2.00 |0.07-0.19| 3.0-5.9 | --- | .32 | .32 | | |

 | | | | | | | | | | | |
Menominee County, Wisconsin 383

Table 19.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol and | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 component 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 | | | | |

 | | | | | | | | | | | |

TlD: | | | | | | | | | | | |

 Tilleda---------------| 0-4 | 4-15|1.35-1.55| 0.60-2.00 |0.13-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | 5 | 3 | 86

 | 4-17 | 16-25|1.55-1.65| 0.60-2.00 |0.12-0.19| 3.0-5.9 | --- | .32 | .32 | | |

 | 17-53 | 18-35|1.55-1.65| 0.60-2.00 |0.12-0.19| 3.0-5.9 | --- | .32 | .32 | | |

 | 53-60 | 15-35|1.60-1.70| 0.60-2.00 |0.07-0.19| 3.0-5.9 | --- | .32 | .32 | | |

 | | | | | | | | | | | |

TmA: | | | | | | | | | | | |

 Tipler----------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 4 | 3 | 86

 | 1-3 | 3-10|1.35-1.70| 0.60-2.00 |0.10-0.15| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 3-23 | 5-15|1.40-1.65| 0.60-2.00 |0.09-0.19| 0.0-2.9 | 1.0-2.0 | .24 | .24 | | |

 | 23-33 | 6-17|1.40-1.65| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 33-60 | 0-3 |1.55-1.80| 6.00-60 |0.01-0.06| 0.0-2.9 | 0.0-0.5 | .15 | .10 | | |

 | | | | | | | | | | | |

ToB: | | | | | | | | | | | |

 Tourtillotte----------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 2 | 134

 | 1-3 | 1-7 |1.35-1.65| 6.00-20 |0.10-0.12| 0.0-2.9 | 0.5-2.0 | .17 | .17 | | |

 | 3-25 | 0-7 |1.45-1.65| 6.00-20 |0.05-0.13| 0.0-2.9 | 0.5-1.0 | .17 | .17 | | |

 | 25-33 | 0-7 |1.45-1.65| 6.00-20 |0.05-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 33-56 | 0-5 |1.55-1.80| 6.00-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 56-80 | 2-18|1.40-1.70| 0.20-0.60 |0.10-0.18| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |

ToC: | | | | | | | | | | | |

 Tourtillotte----------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 1 | 250

 | 1-3 | 1-7 |1.35-1.65| 6.00-20 |0.10-0.12| 0.0-2.9 | 0.5-2.0 | .17 | .17 | | |

 | 3-25 | 0-7 |1.45-1.65| 6.00-20 |0.05-0.13| 0.0-2.9 | 0.5-1.0 | .17 | .17 | | |

 | 25-33 | 0-7 |1.45-1.65| 6.00-20 |0.05-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 33-56 | 0-5 |1.55-1.80| 6.00-20 |0.03-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 56-80 | 2-18|1.40-1.70| 0.20-0.60 |0.10-0.18| 0.0-2.9 | 0.0-0.5 | .32 | .32 | | |

 | | | | | | | | | | | |

UdD: | | | | | | | | | | | |

 Udipsamments (earthen | | | | | | | | | | | |

 dam)-----------------| 0-62 | 0-5 |1.45-1.65| 6.00-20 |0.04-0.06| 0.0-2.9 | 0.0-0.5 | .15 | .15 | 5 | 1 | 220

 | | | | | | | | | | | |

VsB: | | | | | | | | | | | |

 Vilas-----------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 2 | 134

 | 1-4 | 1-5 |1.35-1.65| 6.00-20 |0.09-0.12| 0.0-2.9 | 0.5-1.0 | .17 | .17 | | |

 | 4-16 | 2-6 |1.50-1.65| 6.00-20 |0.07-0.12| 0.0-2.9 | 1.0-2.0 | .17 | .17 | | |

 | 16-61 | 0-3 |1.50-1.70| 6.00-20 |0.04-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

VsC: | | | | | | | | | | | |

 Vilas-----------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 2 | 134

 | 1-4 | 1-5 |1.35-1.65| 6.00-20 |0.09-0.12| 0.0-2.9 | 0.5-1.0 | .17 | .17 | | |

 | 4-16 | 2-6 |1.50-1.65| 6.00-20 |0.07-0.12| 0.0-2.9 | 1.0-2.0 | .17 | .17 | | |

 | 16-61 | 0-3 |1.50-1.70| 6.00-20 |0.04-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

VsD: | | | | | | | | | | | |

 Vilas-----------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 2 | 134

 | 1-4 | 1-5 |1.35-1.65| 6.00-20 |0.09-0.12| 0.0-2.9 | 0.5-1.0 | .17 | .17 | | |

 | 4-16 | 2-6 |1.50-1.65| 6.00-20 |0.07-0.12| 0.0-2.9 | 1.0-2.0 | .17 | .17 | | |

 | 16-61 | 0-3 |1.50-1.70| 6.00-20 |0.04-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |

W. | | | | | | | | | | | |

 Water | | | | | | | | | | | |

 | | | | | | | | | | | |

WaA: | | | | | | | | | | | |

 Wainola---------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 2 | 134

 | 1-3 | 0-10|1.35-1.50| 6.00-20 |0.10-0.12| 0.0-2.9 | 2.0-4.0 | .17 | .17 | | |

 | 3-7 | 2-12|1.35-1.50| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.6-1.0 | .15 | .15 | | |

 | 7-37 | 2-12|1.35-1.45| 6.00-20 |0.06-0.11| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 37-61 | 0-10|1.25-1.50| 6.00-20 |0.05-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | |
384 Soil Survey of

Table 19.--Physical Properties of the Soils--Continued

________________________________________________________________________________________________________________________

 | | | | | | | |Erosion factors|Wind |Wind

 Map symbol and | Depth | Clay | Moist | Permea- |Available| Linear | Organic |_______________|erodi-|erodi-

 component 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 | | | | |

 | | | | | | | | | | | |

WkB: | | | | | | | | | | | |

 Wayka-----------------| 0-1 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 3 | 3 | 86

 | 1-3 | 3-15|1.35-1.50| 0.60-2.00 |0.15-0.18| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 3-17 | 3-15|1.40-1.70| 0.60-2.00 |0.12-0.19| 0.0-2.9 | 0.5-1.0 | .24 | .24 | | |

 | 17-21 | 2-18|1.35-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 21-27 | 6-18|1.40-1.70| 0.60-2.00 |0.08-0.19| 0.0-2.9 | 0.0-0.5 | .17 | .24 | | |

 | 27 | --- | --- | --- | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | | |

 Rock outcrop. | | | | | | | | | | | |

 | | | | | | | | | | | |

WrA: | | | | | | | | | | | |

 Worcester-------------| 0-3 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 4 | 3 | 86

 | 3-6 | 5-15|1.35-1.70| 0.60-2.00 |0.10-0.18| 0.0-2.9 | 1.0-3.0 | .24 | .24 | | |

 | 6-17 | 5-15|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 1.0-2.0 | .24 | .24 | | |

 | 17-29 | 8-17|1.40-1.70| 0.60-2.00 |0.06-0.19| 0.0-2.9 | 0.0-0.5 | .24 | .24 | | |

 | 29-35 | 3-8 |1.45-1.70| 6.00-60 |0.02-0.11| 0.0-2.9 | 0.0-0.5 | .10 | .17 | | |

 | 35-63 | 0-3 |1.50-1.80| 6.00-60 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

WtA: | | | | | | | | | | | |

 Wormet----------------| 0-3 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 3 | 3 | 86

 | 3-7 | 5-15|1.35-1.70| 0.60-2.00 |0.10-0.19| 0.0-2.9 | 2.0-5.0 | .24 | .24 | | |

 | 7-16 | 5-15|1.40-1.70| 0.60-6.00 |0.06-0.18| 0.0-2.9 | 0.5-2.0 | .24 | .24 | | |

 | 16-28 | 5-15|1.40-1.70| 0.60-6.00 |0.06-0.18| 0.0-2.9 | 1.0-2.0 | .24 | .24 | | |

 | 28-63 | 0-3 |1.50-1.80| 6.00-60 |0.01-0.07| 0.0-2.9 | 0.0-0.5 | .10 | .15 | | |

 | | | | | | | | | | | |

WuA: | | | | | | | | | | | |

 Wurtsmith-------------| 0-2 | --- |0.15-0.30| 6.00-20 |0.55-0.65| --- | 65-85 | --- | --- | 5 | 1 | 250

 | 2-5 | 0-5 |1.50-1.65| 6.00-20 |0.07-0.09| 0.0-2.9 | 0.5-2.0 | .15 | .15 | | |

 | 5-44 | 0-5 |1.35-1.65| 6.00-60 |0.05-0.08| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | 44-62 | 0-4 |1.50-1.65| 6.00-60 |0.04-0.07| 0.0-2.9 | 0.0-0.5 | .15 | .15 | | |

 | | | | | | | | | | | | ________________________________________________________________________________________________________________________
Menominee County, Wisconsin 385

Table 20.--Chemical Properties of the Soils

(Absence of an entry indicates that data were not estimated)

____________________________________________________________________

 | | | | |

 Map symbol and | Depth | Cation- |Effective| Soil |Calcium

 component name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

AfB: | | | | |

 Aftad----------------| 0-4 | 4.0-15 | --- | 5.1-7.3 | 0

 | 4-12 | 2.0-10 | --- | 4.5-6.5 | 0

 | 12-28 | 2.0-15 | --- | 4.5-6.5 | 0

 | 28-60 | 0.0-10 | --- | 5.1-6.5 | 0

 | | | | |

AnB: | | | | |

 Annalake-------------| 0-1 | --- | 80-120 | 4.5-7.8 | ---

 | 1-3 | 3.0-20 | --- | 4.5-7.8 | 0

 | 3-12 | 1.0-15 | --- | 4.5-7.8 | 0

 | 12-25 | --- | 3.0-15 | 4.5-6.0 | 0

 | 25-40 | 2.0-15 | --- | 4.5-7.3 | 0

 | 40-62 | 1.0-15 | --- | 5.1-8.4 | 0-10

 | | | | |

AtB: | | | | |

 Antigo---------------| 0-4 | 4.0-20 | --- | 4.5-6.5 | 0

 | 4-12 | 3.0-15 | --- | 4.5-6.5 | 0

 | 12-24 | 3.0-15 | --- | 4.5-6.5 | 0

 | 24-27 | 0.0-15 | --- | 4.5-6.5 | 0

 | 27-60 | 0.0-6.0 | --- | 5.1-6.5 | 0

 | | | | |

AuA: | | | | |

 Au Gres--------------| 0-1 | --- | 80-120 | 3.5-7.3 | ---

 | 1-3 | --- | 80-120 | 3.5-7.3 | ---

 | 3-7 | --- | 5.0-15 | 3.5-7.3 | 0

 | 7-21 | --- | 2.0-5.0 | 4.5-7.3 | 0

 | 21-63 | 1.0-2.0 | --- | 5.1-7.3 | 0

 | | | | |

CeB: | | | | |

 Cress----------------| 0-3 | 2.0-20 | --- | 4.5-7.3 | 0

 | 3-14 | 1.0-15 | --- | 4.5-6.5 | 0

 | 14-26 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 26-60 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | | | | |

CeC: | | | | |

 Cress----------------| 0-3 | 2.0-20 | --- | 4.5-7.3 | 0

 | 3-14 | 1.0-15 | --- | 4.5-6.5 | 0

 | 14-26 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 26-60 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | | | | |

CeD: | | | | |

 Cress----------------| 0-3 | 2.0-20 | --- | 4.5-7.3 | 0

 | 3-14 | 1.0-15 | --- | 4.5-6.5 | 0

 | 14-26 | --- | 0.0-7.0 | 4.5-6.0 | 0

 | 26-60 | 0.0-7.0 | --- | 5.1-6.5 | 0

 | | | | |

CmA: | | | | |

 Crex-----------------| 0-3 | --- | 1.0-20 | 3.5-7.3 | 0

 | 3-37 | --- | 0.0-7.0 | 3.5-6.0 | 0

 | 37-60 | 0.0-4.0 | --- | 5.1-7.3 | 0

 | | | | |

CrB: | | | | |

 Cromwell-------------| 0-21 | --- | 4.0-13 | 4.5-6.0 | 0

 | 21-60 | 0.0-5.0 | --- | 5.1-7.3 | 0

 | | | | |

CrC: | | | | |

 Cromwell-------------| 0-21 | --- | 4.0-13 | 4.5-6.0 | 0

 | 21-60 | 0.0-5.0 | --- | 5.1-7.3 | 0

 | | | | |
386 Soil Survey of

Table 20.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol and | Depth | Cation- |Effective| Soil |Calcium

 component name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

CrD: | | | | |

 Cromwell-------------| 0-21 | --- | 4.0-13 | 4.5-6.0 | 0

 | 21-60 | 0.0-5.0 | --- | 5.1-7.3 | 0

 | | | | |

CsA: | | | | |

 Croswell-------------| 0-2 | --- | 80-120 | 3.5-6.5 | ---

 | 2-4 | --- | 1.0-5.0 | 3.5-6.5 | 0

 | 4-26 | --- | 1.0-4.0 | 3.5-7.3 | 0

 | 26-62 | 1.0-2.0 | --- | 4.5-8.4 | 0

 | | | | |

FeB: | | | | |

 Frechette------------| 0-4 | 5.0-15 | --- | 4.5-6.5 | 0

 | 4-12 | 3.0-10 | --- | 4.5-6.5 | 0

 | 12-45 | 5.0-20 | --- | 5.1-6.5 | 0

 | 45-63 | 5.0-25 | --- | 5.1-7.3 | 0

 | 63-80 | 5.0-25 | --- | 7.4-8.4 | 10-30

 | | | | |

FeC: | | | | |

 Frechette------------| 0-4 | 5.0-15 | --- | 4.5-6.5 | 0

 | 4-12 | 3.0-10 | --- | 4.5-6.5 | 0

 | 12-45 | 5.0-20 | --- | 5.1-6.5 | 0

 | 45-63 | 5.0-25 | --- | 5.1-7.3 | 0

 | 63-80 | 5.0-25 | --- | 7.4-8.4 | 10-30

 | | | | |

FeD: | | | | |

 Frechette------------| 0-4 | 5.0-15 | --- | 4.5-6.5 | 0

 | 4-12 | 3.0-10 | --- | 4.5-6.5 | 0

 | 12-45 | 5.0-20 | --- | 5.1-6.5 | 0

 | 45-63 | 5.0-25 | --- | 5.1-7.3 | 0

 | 63-80 | 5.0-25 | --- | 7.4-8.4 | 10-30

 | | | | |

FrB: | | | | |

 Frechette------------| 0-4 | 5.0-15 | --- | 4.5-6.5 | 0

 | 4-12 | 3.0-10 | --- | 4.5-6.5 | 0

 | 12-45 | 5.0-20 | --- | 5.1-6.5 | 0

 | 45-63 | 5.0-25 | --- | 5.1-7.3 | 0

 | 63-80 | 5.0-25 | --- | 7.4-8.4 | 10-30

 | | | | |

FrC: | | | | |

 Frechette------------| 0-4 | 5.0-15 | --- | 4.5-6.5 | 0

 | 4-12 | 3.0-10 | --- | 4.5-6.5 | 0

 | 12-45 | 5.0-20 | --- | 5.1-6.5 | 0

 | 45-63 | 5.0-25 | --- | 5.1-7.3 | 0

 | 63-80 | 5.0-25 | --- | 7.4-8.4 | 10-30

 | | | | |

FrD: | | | | |

 Frechette------------| 0-4 | 5.0-15 | --- | 4.5-6.5 | 0

 | 4-12 | 3.0-10 | --- | 4.5-6.5 | 0

 | 12-45 | 5.0-20 | --- | 5.1-6.5 | 0

 | 45-63 | 5.0-25 | --- | 5.1-7.3 | 0

 | 63-80 | 5.0-25 | --- | 7.4-8.4 | 10-30

 | | | | |

GaB: | | | | |

 Grayling-------------| 0-2 | --- | 80-120 | 3.5-5.5 | ---

 | 2-5 | --- | 2.0-14 | 3.5-5.5 | 0

 | 5-26 | --- | 1.0-4.0 | 3.5-6.5 | 0

 | 26-62 | --- | 1.0-2.0 | 3.5-6.5 | 0

 | | | | |
Menominee County, Wisconsin 387

Table 20.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol and | Depth | Cation- |Effective| Soil |Calcium

 component name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

GaC: | | | | |

 Grayling-------------| 0-2 | --- | 80-120 | 3.5-5.5 | ---

 | 2-5 | --- | 2.0-14 | 3.5-5.5 | 0

 | 5-26 | --- | 1.0-4.0 | 3.5-6.5 | 0

 | 26-62 | --- | 1.0-2.0 | 3.5-6.5 | 0

 | | | | |

GaD: | | | | |

 Grayling-------------| 0-2 | --- | 80-120 | 3.5-5.5 | ---

 | 2-5 | --- | 2.0-14 | 3.5-5.5 | 0

 | 5-26 | --- | 1.0-4.0 | 3.5-6.5 | 0

 | 26-62 | --- | 1.0-2.0 | 3.5-6.5 | 0

 | | | | |

GyB: | | | | |

 Grayling-------------| 0-2 | --- | 80-120 | 3.5-5.5 | ---

 | 2-5 | --- | 2.0-14 | 3.5-5.5 | 0

 | 5-26 | --- | 1.0-4.0 | 3.5-6.5 | 0

 | 26-62 | --- | 1.0-2.0 | 3.5-6.5 | 0

 | | | | |

GyC: | | | | |

 Grayling-------------| 0-2 | --- | 80-120 | 3.5-5.5 | ---

 | 2-5 | --- | 2.0-14 | 3.5-5.5 | 0

 | 5-26 | --- | 1.0-4.0 | 3.5-6.5 | 0

 | 26-62 | --- | 1.0-2.0 | 3.5-6.5 | 0

 | | | | |

GyD: | | | | |

 Grayling-------------| 0-2 | --- | 80-120 | 3.5-5.5 | ---

 | 2-5 | --- | 2.0-14 | 3.5-5.5 | 0

 | 5-26 | --- | 1.0-4.0 | 3.5-6.5 | 0

 | 26-62 | --- | 1.0-2.0 | 3.5-6.5 | 0

 | | | | |

IgA: | | | | |

 Ingalls--------------| 0-2 | --- | 80-120 | 4.5-7.3 | ---

 | 2-5 | 3.0-15 | --- | 4.5-7.3 | 0

 | 5-26 | 1.0-10 | --- | 4.5-7.3 | 0

 | 26-33 | 1.0-10 | --- | 5.1-5.5 | 0

 | 33-60 | 1.0-15 | --- | 5.6-8.4 | 0

 | | | | |

IsB: | | | | |

 Iosco----------------| 0-2 | --- | 80-120 | 5.1-7.3 | ---

 | 2-4 | 4.0-10 | --- | 5.1-7.3 | 0

 | 4-35 | 2.0-10 | --- | 5.1-6.5 | 0

 | 35-42 | 4.0-10 | --- | 6.1-7.8 | 3-6

 | 42-62 | 8.0-20 | --- | 6.1-8.4 | 15-30

 | | | | |

IxB: | | | | |

 Ishpeming------------| 0-2 | --- | 80-120 | 4.5-6.5 | ---

 | 2-7 | 3.0-10 | --- | 4.5-6.5 | 0

 | 7-27 | 1.0-5.0 | --- | 4.5-6.5 | 0

 | 27-47 | --- | --- | --- | ---

 | | | | |

 Rock outcrop. | | | | |

 | | | | |

IxC: | | | | |

 Ishpeming------------| 0-2 | --- | 80-120 | 4.5-6.5 | ---

 | 2-7 | 3.0-10 | --- | 4.5-6.5 | 0

 | 7-27 | 1.0-5.0 | --- | 4.5-6.5 | 0

 | 27-47 | --- | --- | --- | ---

 | | | | |

 Rock outcrop. | | | | |

 | | | | |
388 Soil Survey of

Table 20.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol and | Depth | Cation- |Effective| Soil |Calcium

 component name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

KaB: | | | | |

 Karlin---------------| 0-1 | --- | 80-120 | 3.6-6.5 | ---

 | 1-3 | --- | 3.0-15 | 3.6-6.5 | 0

 | 3-15 | --- | 3.0-15 | 3.6-6.5 | 0

 | 15-33 | 1.0-10 | --- | 4.5-6.5 | 0

 | 33-60 | 1.0-4.0 | --- | 5.6-7.3 | 0

 | | | | |

KaC: | | | | |

 Karlin---------------| 0-1 | --- | 80-120 | 3.6-6.5 | ---

 | 1-3 | --- | 3.0-15 | 3.6-6.5 | 0

 | 3-15 | --- | 3.0-15 | 3.6-6.5 | 0

 | 15-33 | 1.0-10 | --- | 4.5-6.5 | 0

 | 33-60 | 1.0-4.0 | --- | 5.6-7.3 | 0

 | | | | |

KaD: | | | | |

 Karlin---------------| 0-1 | --- | 80-120 | 3.6-6.5 | ---

 | 1-3 | --- | 3.0-15 | 3.6-6.5 | 0

 | 3-15 | --- | 3.0-15 | 3.6-6.5 | 0

 | 15-33 | 1.0-10 | --- | 4.5-6.5 | 0

 | 33-60 | 1.0-4.0 | --- | 5.6-7.3 | 0

 | | | | |

KeC: | | | | |

 Kennan---------------| 0-2 | --- | 80-120 | 4.5-7.3 | ---

 | 2-4 | --- | --- | 4.5-7.3 | ---

 | 4-15 | --- | --- | 4.5-7.3 | ---

 | 15-21 | --- | --- | 4.5-7.3 | ---

 | 21-66 | --- | --- | 4.5-7.3 | ---

 | 66-80 | --- | --- | 5.1-7.3 | ---

 | | | | |

KeD: | | | | |

 Kennan---------------| 0-2 | --- | 80-120 | 4.5-7.3 | ---

 | 2-4 | --- | --- | 4.5-7.3 | ---

 | 4-15 | --- | --- | 4.5-7.3 | ---

 | 15-21 | --- | --- | 4.5-7.3 | ---

 | 21-66 | --- | --- | 4.5-7.3 | ---

 | 66-80 | --- | --- | 5.1-7.3 | ---

 | | | | |

KoC: | | | | |

 Kennan---------------| 0-2 | --- | 80-120 | 4.5-7.3 | ---

 | 2-4 | --- | --- | 4.5-7.3 | ---

 | 4-15 | --- | --- | 4.5-7.3 | ---

 | 15-21 | --- | --- | 4.5-7.3 | ---

 | 21-66 | --- | --- | 4.5-7.3 | ---

 | 66-80 | --- | --- | 5.1-7.3 | ---

 | | | | |

KoD: | | | | |

 Kennan---------------| 0-2 | --- | 80-120 | 4.5-7.3 | ---

 | 2-4 | --- | --- | 4.5-7.3 | ---

 | 4-15 | --- | --- | 4.5-7.3 | ---

 | 15-21 | --- | --- | 4.5-7.3 | ---

 | 21-66 | --- | --- | 4.5-7.3 | ---

 | 66-80 | --- | --- | 5.1-7.3 | ---

 | | | | |

KxB: | | | | |

 Keshena--------------| 0-3 | 5.0-20 | --- | 4.5-7.3 | 0

 | 3-19 | 2.0-15 | --- | 4.5-7.3 | 0

 | 19-49 | 3.0-25 | --- | 5.1-7.3 | 0

 | 49-75 | 4.0-30 | --- | 5.1-7.3 | 0

 | 75-80 | 2.0-30 | --- | 7.4-8.4 | 10-30

 | | | | |
Menominee County, Wisconsin 389

Table 20.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol and | Depth | Cation- |Effective| Soil |Calcium

 component name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

LaB: | | | | |

 Lablatz--------------| 0-4 | --- | 80-120 | 4.5-6.0 | ---

 | 4-7 | 5.0-15 | --- | 4.5-6.0 | 0

 | 7-16 | 3.0-10 | --- | 4.5-6.0 | 0

 | 16-30 | 5.0-20 | --- | 4.5-6.5 | 0

 | 30-41 | 5.0-25 | --- | 4.5-7.3 | 0

 | 41-64 | 5.0-25 | --- | 7.4-8.4 | 10-30

 | | | | |

LDF. | | | | |

 Landfill | | | | |

 | | | | |

LoA: | | | | |

 Loxley---------------| 0-10 | --- | 50-100 | 2.0-4.4 | 0

 | 10-60 | --- | 50-120 | 2.0-4.4 | 0

 | | | | |

LuA: | | | | |

 Lupton---------------| 0-7 | 140-180 | --- | 5.6-7.8 | 0

 | 7-60 | 140-180 | --- | 5.6-7.8 | 0

 | | | | |

 Markey---------------| 0-28 | 150-230 | --- | 5.6-7.8 | ---

 | 28-60 | 1.0-3.0 | --- | 5.6-8.4 | 0-5

 | | | | |

 Cathro---------------| 0-8 | 150-230 | --- | 4.5-7.8 | 0

 | 8-37 | 150-230 | --- | 4.5-7.8 | 0

 | 37-60 | 2.0-20 | --- | 5.6-8.4 | 5-25

 | | | | |

M-W. | | | | |

 Miscellaneous water | | | | |

 | | | | |

MaB: | | | | |

 Mahtomedi------------| 0-4 | 2.0-11 | --- | 5.1-6.5 | ---

 | 4-20 | 0.0-6.0 | --- | 5.1-6.5 | ---

 | 20-38 | 0.0-6.0 | --- | 5.1-6.5 | ---

 | 38-60 | 0.0-6.0 | --- | 5.1-7.8 | 0-15

 | | | | |

MaC: | | | | |

 Mahtomedi------------| 0-4 | 2.0-11 | --- | 5.1-6.5 | ---

 | 4-20 | 0.0-6.0 | --- | 5.1-6.5 | ---

 | 20-38 | 0.0-6.0 | --- | 5.1-6.5 | ---

 | 38-60 | 0.0-6.0 | --- | 5.1-7.8 | 0-15

 | | | | |

MaD: | | | | |

 Mahtomedi------------| 0-4 | 2.0-11 | --- | 5.1-6.5 | ---

 | 4-20 | 0.0-6.0 | --- | 5.1-6.5 | ---

 | 20-38 | 0.0-6.0 | --- | 5.1-6.5 | ---

 | 38-60 | 0.0-6.0 | --- | 5.1-7.8 | 0-15

 | | | | |

MoC: | | | | |

 Menominee------------| 0-2 | --- | 80-120 | 3.5-6.5 | ---

 | 2-4 | --- | 2.0-10 | 3.5-6.5 | ---

 | 4-27 | 1.0-6.0 | --- | 4.5-7.8 | ---

 | 27-60 | 5.0-20 | --- | 5.1-7.8 | 0-10

 | 60-80 | 5.0-25 | --- | 6.6-8.4 | 20-30

 | | | | |

MoD: | | | | |

 Menominee------------| 0-2 | --- | 80-120 | 3.5-6.5 | ---

 | 2-4 | --- | 2.0-10 | 3.5-6.5 | ---

 | 4-27 | 1.0-6.0 | --- | 4.5-7.8 | ---

 | 27-60 | 5.0-20 | --- | 5.1-7.8 | 0-10

 | 60-80 | 5.0-25 | --- | 6.6-8.4 | 20-30

 | | | | |
390 Soil Survey of

Table 20.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol and | Depth | Cation- |Effective| Soil |Calcium

 component name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

MqB: | | | | |

 Mequithy-------------| 0-3 | 5.0-20 | --- | 4.5-7.3 | 0

 | 3-4 | --- | 2.0-15 | 4.5-6.0 | 0

 | 4-13 | --- | 3.0-15 | 4.5-6.0 | 0

 | 13-21 | 1.0-15 | --- | 4.5-6.5 | 0

 | 21-27 | 1.0-15 | --- | 4.5-6.5 | 0

 | 27-48 | --- | --- | --- | 0

 | | | | |

 Rock outcrop. | | | | |

 | | | | |

MqC: | | | | |

 Mequithy-------------| 0-3 | 5.0-20 | --- | 4.5-7.3 | 0

 | 3-4 | --- | 2.0-15 | 4.5-6.0 | 0

 | 4-13 | --- | 3.0-15 | 4.5-6.0 | 0

 | 13-21 | 1.0-15 | --- | 4.5-6.5 | 0

 | 21-27 | 1.0-15 | --- | 4.5-6.5 | 0

 | 27-48 | --- | --- | --- | 0

 | | | | |

 Rock outcrop. | | | | |

 | | | | |

MuA: | | | | |

 Minocqua-------------| 0-6 | 120-190 | --- | 4.5-7.8 | 0

 | 6-30 | 2.0-20 | --- | 4.5-7.8 | 0

 | 30-38 | 1.0-9.0 | --- | 4.5-7.8 | 0

 | 38-66 | 0.0-3.0 | --- | 4.5-7.8 | 0

 | | | | |

MwB: | | | | |

 Moodig---------------| 0-2 | --- | 80-120 | 4.5-6.5 | ---

 | 2-5 | 3.0-15 | --- | 4.5-6.5 | 0

 | 5-14 | 2.0-15 | --- | 4.5-6.5 | 0

 | 14-25 | 1.0-15 | --- | 4.5-6.5 | 0

 | 25-49 | 1.0-15 | --- | 4.5-6.5 | 0

 | 49-62 | 1.0-10 | --- | 5.1-6.5 | 0

 | | | | |

MxB: | | | | |

 Morganlake-----------| 0-2 | --- | 80-120 | 5.1-7.3 | ---

 | 2-4 | 2.0-15 | --- | 5.1-7.3 | 0

 | 4-26 | 2.0-15 | --- | 5.1-6.0 | 0

 | 26-36 | 1.0-10 | --- | 5.1-6.0 | 0

 | 36-65 | 4.0-30 | --- | 5.6-8.4 | 0-30

 | 65-80 | 4.0-30 | --- | 5.6-8.4 | 0-40

 | | | | |

MzB: | | | | |

 Moshawquit-----------| 0-1 | --- | 80-120 | 4.5-6.5 | ---

 | 1-3 | --- | --- | 4.5-6.5 | ---

 | 3-26 | --- | --- | 4.5-6.5 | ---

 | 26-48 | --- | --- | 5.1-7.3 | ---

 | 48-60 | 0.0-1.0 | --- | 6.1-8.4 | ---

 | | | | |

MzC: | | | | |

 Moshawquit-----------| 0-1 | --- | 80-120 | 4.5-6.5 | ---

 | 1-3 | --- | --- | 4.5-6.5 | ---

 | 3-26 | --- | --- | 4.5-6.5 | ---

 | 26-48 | --- | --- | 5.1-7.3 | ---

 | 48-60 | 0.0-1.0 | --- | 6.1-8.4 | ---

 | | | | |

NeA: | | | | |

 Neconish-------------| 0-1 | --- | 80-120 | 4.5-6.0 | ---

 | 1-4 | --- | 1.0-9.0 | 4.5-6.0 | 0

 | 4-36 | --- | 0.0-7.0 | 5.1-6.5 | 0

 | 36-60 | 0.0-4.0 | --- | 5.6-6.5 | 0

 | | | | |
Menominee County, Wisconsin 391

Table 20.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol and | Depth | Cation- |Effective| Soil |Calcium

 component name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

NoB: | | | | |

 Neopit---------------| 0-1 | --- | 80-120 | 4.5-6.5 | ---

 | 1-4 | 5.0-20 | --- | 4.5-6.5 | 0

 | 4-12 | 2.0-15 | --- | 4.5-6.5 | 0

 | 12-20 | 1.0-15 | --- | 4.5-6.5 | 0

 | 20-67 | 1.0-15 | --- | 4.5-6.5 | 0

 | 67-80 | 0.0-9.0 | --- | 5.6-7.3 | 0

 | | | | |

NpB: | | | | |

 Neopit---------------| 0-1 | --- | 80-120 | 4.5-6.5 | ---

 | 1-4 | 5.0-20 | --- | 4.5-6.5 | 0

 | 4-12 | 2.0-15 | --- | 4.5-6.5 | 0

 | 12-20 | 1.0-15 | --- | 4.5-6.5 | 0

 | 20-67 | 1.0-15 | --- | 4.5-6.5 | 0

 | 67-80 | 0.0-9.0 | --- | 5.6-7.3 | 0

 | | | | |

NsA: | | | | |

 Noseum---------------| 0-1 | --- | 80-120 | 4.5-6.0 | ---

 | 1-3 | --- | 3.0-15 | 4.5-6.0 | 0

 | 3-14 | --- | 2.0-10 | 4.5-6.0 | 0

 | 14-32 | 1.0-10 | --- | 4.5-6.5 | 0

 | 32-60 | 1.0-4.0 | --- | 5.6-6.5 | 0

 | | | | |

PaB: | | | | |

 Padus----------------| 0-1 | --- | 80-120 | 4.5-7.3 | ---

 | 1-4 | 3.0-15 | --- | 4.5-7.3 | 0

 | 4-13 | 3.0-15 | 3.0-15 | 4.5-6.0 | 0

 | 13-22 | 3.0-15 | 3.0-15 | 4.5-6.0 | 0

 | 22-27 | 1.0-15 | --- | 4.5-6.5 | 0

 | 27-31 | 0.0-3.0 | --- | 5.1-6.5 | 0

 | 31-60 | 0.0-3.0 | --- | 5.1-6.5 | 0

 | | | | |

PaC: | | | | |

 Padus----------------| 0-1 | --- | 80-120 | 4.5-7.3 | ---

 | 1-4 | 3.0-15 | --- | 4.5-7.3 | 0

 | 4-13 | 3.0-15 | 3.0-15 | 4.5-6.0 | 0

 | 13-22 | 3.0-15 | 3.0-15 | 4.5-6.0 | 0

 | 22-27 | 1.0-15 | --- | 4.5-6.5 | 0

 | 27-31 | 0.0-3.0 | --- | 5.1-6.5 | 0

 | 31-60 | 0.0-3.0 | --- | 5.1-6.5 | 0

 | | | | |

PaD: | | | | |

 Padus----------------| 0-1 | --- | 80-120 | 4.5-7.3 | ---

 | 1-4 | 3.0-15 | --- | 4.5-7.3 | 0

 | 4-13 | 3.0-15 | 3.0-15 | 4.5-6.0 | 0

 | 13-22 | 3.0-15 | 3.0-15 | 4.5-6.0 | 0

 | 22-27 | 1.0-15 | --- | 4.5-6.5 | 0

 | 27-31 | 0.0-3.0 | --- | 5.1-6.5 | 0

 | 31-60 | 0.0-3.0 | --- | 5.1-6.5 | 0

 | | | | |

PbB: | | | | |

 Padwet---------------| 0-3 | 5.0-15 | --- | 4.5-7.3 | 0

 | 3-5 | 2.0-15 | --- | 4.5-7.3 | 0

 | 5-22 | --- | 3.0-15 | 4.5-6.0 | 0

 | 22-38 | 1.0-15 | --- | 4.5-6.5 | 0

 | 38-60 | 0.0-3.0 | --- | 5.1-6.5 | 0

 | | | | |
392 Soil Survey of

Table 20.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol and | Depth | Cation- |Effective| Soil |Calcium

 component name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

PeB: | | | | |

 Pecore---------------| 0-2 | --- | 80-120 | 4.5-6.5 | ---

 | 2-4 | --- | --- | 4.5-6.5 | ---

 | 4-10 | --- | --- | 4.5-6.5 | ---

 | 10-27 | --- | --- | 5.1-6.5 | ---

 | 27-47 | --- | --- | 5.1-7.3 | ---

 | 47-62 | --- | 1.0-2.0 | 7.4-8.4 | 10-30

 | | | | |

PeC: | | | | |

 Pecore---------------| 0-2 | --- | 80-120 | 4.5-6.5 | ---

 | 2-4 | --- | --- | 4.5-6.5 | ---

 | 4-10 | --- | --- | 4.5-6.5 | ---

 | 10-27 | --- | --- | 5.1-6.5 | ---

 | 27-47 | --- | --- | 5.1-7.3 | ---

 | 47-62 | --- | 1.0-2.0 | 7.4-8.4 | 10-30

 | | | | |

PeD: | | | | |

 Pecore---------------| 0-2 | --- | 80-120 | 4.5-6.5 | ---

 | 2-4 | --- | --- | 4.5-6.5 | ---

 | 4-10 | --- | --- | 4.5-6.5 | ---

 | 10-27 | --- | --- | 5.1-6.5 | ---

 | 27-47 | --- | --- | 5.1-7.3 | ---

 | 47-62 | --- | 1.0-2.0 | 7.4-8.4 | 10-30

 | | | | |

PnB: | | | | |

 Pence----------------| 0-2 | --- | 80-120 | 4.5-7.3 | ---

 | 2-5 | 3.0-15 | --- | 4.5-7.3 | 0

 | 5-14 | --- | 2.0-15 | 4.5-6.0 | 0

 | 14-18 | 0.0-10 | --- | 4.5-6.5 | 0

 | 18-62 | 0.0-4.0 | --- | 5.1-6.5 | 0

 | | | | |

PnC: | | | | |

 Pence----------------| 0-2 | --- | 80-120 | 4.5-7.3 | ---

 | 2-5 | 3.0-15 | --- | 4.5-7.3 | 0

 | 5-14 | --- | 2.0-15 | 4.5-6.0 | 0

 | 14-18 | 0.0-10 | --- | 4.5-6.5 | 0

 | 18-62 | 0.0-4.0 | --- | 5.1-6.5 | 0

 | | | | |

PnD: | | | | |

 Pence----------------| 0-2 | --- | 80-120 | 4.5-7.3 | ---

 | 2-5 | 3.0-15 | --- | 4.5-7.3 | 0

 | 5-14 | --- | 2.0-15 | 4.5-6.0 | 0

 | 14-18 | 0.0-10 | --- | 4.5-6.5 | 0

 | 18-62 | 0.0-4.0 | --- | 5.1-6.5 | 0

 | | | | |

PrB: | | | | |

 Perote---------------| 0-2 | --- | 80-120 | 4.5-6.6 | ---

 | 2-4 | 5.0-15 | --- | 4.5-6.5 | 0

 | 4-11 | 3.0-10 | --- | 4.5-6.5 | 0

 | 11-29 | 5.0-20 | --- | 5.1-6.5 | 0

 | 29-51 | 3.0-10 | --- | 5.1-7.3 | 0

 | 51-60 | --- | 1.0-2.0 | 7.4-8.4 | 10-30

 | | | | |

PrC: | | | | |

 Perote---------------| 0-2 | --- | 80-120 | 4.5-6.5 | ---

 | 2-4 | 5.0-15 | --- | 4.5-6.5 | 0

 | 4-11 | 3.0-10 | --- | 4.5-6.5 | 0

 | 11-29 | 5.0-20 | --- | 5.1-6.5 | 0

 | 29-51 | 3.0-10 | --- | 5.1-7.3 | 0

 | 51-60 | --- | 1.0-2.0 | 7.4-8.4 | 10-30

 | | | | |
Menominee County, Wisconsin 393

Table 20.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol and | Depth | Cation- |Effective| Soil |Calcium

 component name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

PrD: | | | | |

 Perote---------------| 0-2 | --- | 80-120 | 4.5-6.5 | ---

 | 2-4 | 5.0-15 | --- | 4.5-6.5 | 0

 | 4-11 | 3.0-10 | --- | 4.5-6.5 | 0

 | 11-29 | 5.0-20 | --- | 5.1-6.5 | 0

 | 29-51 | 3.0-10 | --- | 5.1-7.3 | 0

 | 51-60 | --- | 1.0-2.0 | 7.4-8.4 | 10-30

 | | | | |

PsB: | | | | |

 Peshtigo-------------| 0-5 | --- | --- | 4.5-6.5 | ---

 | 5-11 | 5.0-15 | --- | 4.5-6.5 | 0

 | 11-29 | 5.0-20 | --- | 5.1-6.5 | 0

 | 29-62 | 5.0-25 | --- | 5.1-7.3 | 0

 | 62-80 | 5.0-25 | --- | 7.4-8.4 | 10-30

 | | | | |

Pt. | | | | |

 Pits, gravel | | | | |

 | | | | |

RaB: | | | | |

 Rabe-----------------| 0-1 | --- | 80-120 | 4.5-6.5 | ---

 | 1-2 | --- | --- | 4.5-6.5 | ---

 | 2-25 | --- | --- | 4.5-6.5 | ---

 | 25-35 | --- | --- | 4.5-6.5 | ---

 | 35-58 | --- | --- | 5.1-7.8 | ---

 | 58-80 | --- | --- | 7.4-8.4 | 10-30

 | | | | |

RaC: | | | | |

 Rabe-----------------| 0-1 | --- | 80-120 | 4.5-6.5 | ---

 | 1-2 | --- | --- | 4.5-6.5 | ---

 | 2-25 | --- | --- | 4.5-6.5 | ---

 | 25-35 | --- | --- | 4.5-6.5 | ---

 | 35-58 | --- | --- | 5.1-7.8 | ---

 | 58-80 | --- | --- | 7.4-8.4 | 10-30

 | | | | |

RaD: | | | | |

 Rabe-----------------| 0-1 | --- | 80-120 | 4.5-6.5 | ---

 | 1-2 | --- | --- | 4.5-6.5 | ---

 | 2-25 | --- | --- | 4.5-6.5 | ---

 | 25-35 | --- | --- | 4.5-6.5 | ---

 | 35-58 | --- | --- | 5.1-7.8 | ---

 | 58-80 | --- | --- | 7.4-8.4 | 10-30

 | | | | |

RbA: | | | | |

 Robago---------------| 0-3 | --- | 80-120 | 3.5-7.3 | ---

 | 3-4 | --- | 5.0-20 | 3.5-7.3 | 0

 | 4-12 | --- | 1.0-15 | 3.5-6.0 | 0

 | 12-18 | --- | 3.0-15 | 3.5-6.0 | 0

 | 18-26 | 1.0-15 | --- | 5.1-6.5 | 0

 | 26-35 | 2.0-15 | --- | 5.6-7.3 | 0

 | 35-80 | 1.0-15 | --- | 6.1-7.3 | 0

 | | | | |

RcA: | | | | |

 Roscommon------------| 0-6 | 80-120 | --- | 4.5-7.8 | 0

 | 6-60 | 1.0-4.0 | --- | 5.6-8.4 | 0-10

 | | | | |

RoB: | | | | |

 Rosholt--------------| 0-4 | 3.0-15 | --- | 4.5-7.3 | 0

 | 4-10 | 1.0-10 | --- | 4.5-6.5 | 0

 | 10-22 | 1.0-15 | --- | 4.5-6.5 | 0

 | 22-30 | 1.0-10 | --- | 4.5-6.5 | 0

 | 30-60 | 0.0-5.0 | --- | 5.1-6.5 | 0

 | | | | |
394 Soil Survey of

Table 20.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol and | Depth | Cation- |Effective| Soil |Calcium

 component name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

RoC: | | | | |

 Rosholt--------------| 0-4 | 3.0-15 | --- | 4.5-7.3 | 0

 | 4-10 | 1.0-10 | --- | 4.5-6.5 | 0

 | 10-22 | 1.0-15 | --- | 4.5-6.5 | 0

 | 22-30 | 1.0-10 | --- | 4.5-6.5 | 0

 | 30-60 | 0.0-5.0 | --- | 5.1-6.5 | 0

 | | | | |

RoD: | | | | |

 Rosholt--------------| 0-4 | 3.0-15 | --- | 4.5-7.3 | 0

 | 4-10 | 1.0-10 | --- | 4.5-6.5 | 0

 | 10-22 | 1.0-15 | --- | 4.5-6.5 | 0

 | 22-30 | 1.0-10 | --- | 4.5-6.5 | 0

 | 30-60 | 0.0-5.0 | --- | 5.1-6.5 | 0

 | | | | |

RsB: | | | | |

 Rousseau-------------| 0-1 | --- | 80-120 | 4.5-6.0 | ---

 | 1-4 | --- | 3.0-10 | 4.5-6.0 | 0

 | 4-34 | 1.0-5.0 | --- | 4.5-6.5 | 0

 | 34-60 | 1.0-2.0 | --- | 5.1-6.5 | 0

 | | | | |

RsC: | | | | |

 Rousseau-------------| 0-1 | --- | 80-120 | 4.5-6.0 | ---

 | 1-4 | --- | 3.0-10 | 4.5-6.0 | 0

 | 4-34 | 1.0-5.0 | --- | 4.5-6.5 | 0

 | 34-60 | 1.0-2.0 | --- | 5.1-6.5 | 0

 | | | | |

RsD: | | | | |

 Rousseau-------------| 0-1 | --- | 80-120 | 4.5-6.0 | ---

 | 1-4 | --- | 3.0-10 | 4.5-6.0 | 0

 | 4-34 | 1.0-5.0 | --- | 4.5-6.5 | 0

 | 34-60 | 1.0-2.0 | --- | 5.1-6.5 | 0

 | | | | |

ScA: | | | | |

 Scott Lake-----------| 0-3 | 3.0-20 | --- | 4.5-6.5 | 0

 | 3-13 | 1.0-15 | --- | 4.5-6.5 | 0

 | 13-23 | 2.0-15 | --- | 4.5-6.5 | 0

 | 23-34 | 2.0-15 | --- | 4.5-6.5 | 0

 | 34-60 | 0.0-6.0 | --- | 4.5-7.3 | 0

 | | | | |

SfB: | | | | |

 Shawano--------------| 0-1 | --- | 80-120 | 4.5-7.3 | ---

 | 1-2 | --- | --- | 4.5-7.3 | ---

 | 2-26 | --- | --- | 5.1-6.5 | ---

 | 26-61 | --- | --- | 5.6-7.8 | ---

 | | | | |

SfC: | | | | |

 Shawano--------------| 0-1 | --- | 80-120 | 4.5-7.3 | ---

 | 1-2 | --- | --- | 4.5-7.3 | ---

 | 2-26 | --- | --- | 5.1-6.5 | ---

 | 26-61 | --- | --- | 5.6-7.8 | ---

 | | | | |

SfD: | | | | |

 Shawano--------------| 0-1 | --- | 80-120 | 4.5-7.3 | ---

 | 1-2 | --- | --- | 4.5-7.3 | ---

 | 2-26 | --- | --- | 5.1-6.5 | ---

 | 26-61 | --- | --- | 5.6-7.8 | ---

 | | | | |
Menominee County, Wisconsin 395

Table 20.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol and | Depth | Cation- |Effective| Soil |Calcium

 component name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

SuA: | | | | |

 Sunia----------------| 0-5 | 3.0-15 | --- | 4.5-6.0 | 0

 | 5-9 | 1.0-15 | --- | 5.1-6.0 | 0

 | 9-19 | 1.0-15 | --- | 5.1-6.0 | 0

 | 19-30 | --- | 3.0-15 | 5.1-6.5 | 0

 | 30-60 | 3.0-15 | --- | 5.6-6.5 | 0

 | | | | |

TlC: | | | | |

 Tilleda--------------| 0-4 | --- | --- | 5.1-7.3 | ---

 | 4-17 | --- | --- | 5.1-7.3 | ---

 | 17-53 | --- | --- | 5.1-7.8 | ---

 | 53-60 | --- | --- | 6.6-8.4 | ---

 | | | | |

TlD: | | | | |

 Tilleda--------------| 0-4 | --- | --- | 5.1-7.3 | ---

 | 4-17 | --- | --- | 5.1-7.3 | ---

 | 17-53 | --- | --- | 5.1-7.8 | ---

 | 53-60 | --- | --- | 6.6-8.4 | ---

 | | | | |

TmA: | | | | |

 Tipler---------------| 0-1 | --- | 80-120 | 4.5-7.3 | ---

 | 1-3 | 5.0-15 | --- | 4.5-7.3 | 0

 | 3-23 | --- | 2.0-15 | 4.5-6.0 | 0

 | 23-33 | 1.0-15 | --- | 5.1-6.5 | 0

 | 33-60 | 0.0-3.0 | --- | 5.1-6.5 | 0

 | | | | |

ToB: | | | | |

 Tourtillotte---------| 0-1 | --- | 80-120 | 4.5-6.0 | ---

 | 1-3 | --- | 1.0-10 | 4.5-6.0 | 0

 | 3-25 | --- | 2.0-10 | 4.5-6.0 | 0

 | 25-33 | --- | 0.0-5.0 | 5.1-6.5 | 0

 | 33-56 | --- | --- | 5.1-6.5 | ---

 | 56-80 | 2.0-20 | --- | 5.1-7.3 | 0

 | | | | |

ToC: | | | | |

 Tourtillotte---------| 0-1 | --- | 80-120 | 4.5-6.0 | ---

 | 1-3 | --- | 1.0-10 | 4.5-6.0 | 0

 | 3-25 | --- | 2.0-10 | 4.5-6.0 | 0

 | 25-33 | --- | 0.0-5.0 | 5.1-6.5 | 0

 | 33-56 | --- | --- | 5.1-6.5 | ---

 | 56-80 | 2.0-20 | --- | 5.1-7.3 | 0

 | | | | |

UdD: | | | | |

 Udipsamments (earthen| | | | |

 dam)----------------| 0-62 | --- | 1.0-2.0 | 3.5-6.5 | 0

 | | | | |

VsB: | | | | |

 Vilas----------------| 0-1 | --- | 80-120 | 4.5-7.3 | ---

 | 1-4 | 2.0-10 | --- | 4.5-7.3 | 0

 | 4-16 | 2.0-9.0 | --- | 4.5-6.5 | 0

 | 16-61 | 0.0-3.0 | --- | 4.5-6.5 | 0

 | | | | |

VsC: | | | | |

 Vilas----------------| 0-1 | --- | 80-120 | 4.5-7.3 | ---

 | 1-4 | 2.0-10 | --- | 4.5-7.3 | 0

 | 4-16 | 2.0-9.0 | --- | 4.5-6.5 | 0

 | 16-61 | 0.0-3.0 | --- | 4.5-6.5 | 0

 | | | | |
396 Soil Survey of

Table 20.--Chemical Properties of the Soils--Continued

____________________________________________________________________

 | | | | |

 Map symbol and | Depth | Cation- |Effective| Soil |Calcium

 component name | |exchange | cation- |reaction |carbon-

 | |capacity |exchange | | ate

 | | |capacity | | ____________________________________________________________________

 | In |meq/100 g|meq/100 g| pH | Pct

 | | | | |

VsD: | | | | |

 Vilas----------------| 0-1 | --- | 80-120 | 4.5-7.3 | ---

 | 1-4 | 2.0-10 | --- | 4.5-7.3 | 0

 | 4-16 | 2.0-9.0 | --- | 4.5-6.5 | 0

 | 16-61 | 0.0-3.0 | --- | 4.5-6.5 | 0

 | | | | |

W. | | | | |

 Water | | | | |

 | | | | |

WaA: | | | | |

 Wainola--------------| 0-1 | --- | 80-120 | 4.5-6.5 | ---

 | 1-3 | 5.0-15 | --- | 4.5-6.5 | 0

 | 3-7 | --- | 1.0-5.0 | 4.5-6.0 | 0

 | 7-37 | 1.0-5.0 | --- | 4.5-6.5 | 0

 | 37-61 | 1.0-5.0 | --- | 5.1-7.3 | 0

 | | | | |

WkB: | | | | |

 Wayka----------------| 0-1 | --- | 80-120 | 3.6-5.5 | ---

 | 1-3 | 10-25 | --- | 4.5-6.0 | 0

 | 3-17 | 1.0-10 | --- | 4.5-6.0 | 0

 | 17-21 | 1.0-10 | --- | 5.1-6.5 | 0

 | 21-27 | 1.0-15 | --- | 5.1-7.3 | 0

 | | | | |

 Rock outcrop. | | | | |

 | | | | |

WrA: | | | | |

 Worcester------------| 0-3 | --- | 80-120 | 4.5-7.3 | ---

 | 3-6 | 3.0-20 | --- | 4.5-7.3 | 0

 | 6-17 | --- | 3.0-15 | 4.5-6.0 | 0

 | 17-29 | 2.0-15 | --- | 4.5-6.5 | 0

 | 29-35 | 1.0-7.0 | --- | 4.5-6.5 | 0

 | 35-63 | 0.0-2.0 | --- | 5.1-6.5 | 0

 | | | | |

WtA: | | | | |

 Wormet---------------| 0-3 | --- | 80-120 | 4.5-6.0 | ---

 | 3-7 | --- | 5.0-25 | 4.5-6.0 | 0

 | 7-16 | --- | 2.0-15 | 4.5-6.0 | 0

 | 16-28 | --- | 3.0-15 | 4.5-6.0 | 0

 | 28-63 | 0.0-3.0 | --- | 5.1-6.5 | 0

 | | | | |

WuA: | | | | |

 Wurtsmith------------| 0-2 | --- | 80-120 | 3.5-7.3 | ---

 | 2-5 | --- | 1.0-9.0 | 3.5-7.3 | 0

 | 5-44 | --- | 0.0-7.0 | 3.5-6.0 | 0

 | 44-62 | 0.0-4.0 | --- | 3.5-7.3 | 0

 | | | | | ____________________________________________________________________
Table 21.--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 es

_____________________________________________________________________________________________________________________________________ | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | AfB: | | | | | | | | | | |  Aftad-----------| B |0.0-6.0: |0.0-6.0: |0.0-2.8: |0.0-2.5: |0.0-2.5: |0.0-6.0: |0.0-0.5: |0.0-0.5: |0.0-3.0: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- |2.8-3.2: |2.5-3.2: |2.5-3.2: | --- |0.5-6.0: |0.5-6.0: |3.0-3.2: |3.0-3.2:  | | | | Wet | Wet | Wet | | Moist | Moist | Wet | Wet  | | --- | --- |3.2-6.0: |3.2-6.0: |3.2-6.0: | --- | --- | --- |3.2-6.0: |3.2-6.0:  | | | | Moist | Moist | Moist | | | | Moist | Moist  | | | | | | | | | | | AnB: | | | | | | | | | | |  Annalake--------| B |0.0-6.0: |0.0-6.0: |0.0-2.8: |0.0-2.5: |0.0-2.5: |0.0-6.0: |0.0-0.5: |0.0-0.5: |0.0-3.0: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- |2.8-3.2: |2.5-3.2: |2.5-3.2: | --- |0.5-6.0: |0.5-6.0: |3.0-3.2: |3.0-3.2:  | | | | Wet | Wet | Wet | | Moist | Moist | Wet | Wet  | | --- | --- |3.2-6.0: |3.2-6.0: |3.2-6.0: | --- | --- | --- |3.2-6.0: |3.2-6.0:  | | | | Moist | Moist | Moist | | | | Moist | Moist  | | | | | | | | | | | AtB: | | | | | | | | | | |  Antigo----------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-1.5: |0.0-1.0: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |1.5-6.0: |1.0-1.5: | ---  | | | | | | | | | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |1.5-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | AuA: | | | | | | | | | | |  Au Gres---------| B |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-0.5: |0.0-0.5: |0.0-1.0: |0.0-1.8: |0.0-1.8: |0.0-1.8: |0.0-1.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |1.0-6.0: |0.5-6.0: |0.5-6.0: |1.0-6.0: |1.8-6.0: |1.8-6.0: |1.8-6.0: |1.0-6.0:  | | | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | CeB: | | | | | | | | | | |  Cress-----------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-2.5: |0.0-1.0: |0.0-1.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |1.0-2.5: |1.5-2.0:  | | | | | | | | | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |2.0-6.0:  | | | | | | | | | | Moist | Moist  | | | | | | | | | | | 
Table 21.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | CeC: | | | | | | | | | | |  Cress-----------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-3.0: |0.0-0.5: |0.0-1.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |3.0-6.0: |0.5-3.0: |1.0-2.5:  | | | | | | | | | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- | --- | --- |3.0-6.0: |2.5-6.0:  | | | | | | | | | | Moist | Moist  | | | | | | | | | | | CeD: | | | | | | | | | | |  Cress-----------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-3.0: |0.0-0.5: |0.0-1.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |3.0-6.0: |0.5-3.0: |1.0-2.5:  | | | | | | | | | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- | --- | --- |3.0-6.0: |2.5-6.0:  | | | | | | | | | | Moist | Moist  | | | | | | | | | | | CmA: | | | | | | | | | | |  Crex------------| B |0.0-6.0: |0.0-6.0: |0.0-2.8: |0.0-2.5: |0.0-2.5: |0.0-3.0: |0.0-0.5: |0.0-1.0: |0.0-0.5: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Dry | Moist  | | --- | --- |2.8-6.0: |2.5-6.0: |2.5-6.0: |3.0-6.0: |0.5-3.5: |1.0-4.0: |0.5-3.5: |3.0-6.0:  | | | | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | | --- | --- | --- | --- | --- | --- |3.5-6.0: |4.0-6.0: |3.5-6.0: | ---  | | | | | | | | Wet | Wet | Wet |  | | | | | | | | | | | CrB: | | | | | | | | | | |  Cromwell--------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-2.5: |0.0-1.0: |0.0-1.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |1.0-2.5: |1.5-2.0:  | | | | | | | | | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |2.0-6.0:  | | | | | | | | | | Moist | Moist  | | | | | | | | | | | CrC: | | | | | | | | | | |  Cromwell--------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-3.0: |0.0-0.5: |0.0-1.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |3.0-6.0: |0.5-3.0: |1.0-2.5:  | | | | | | | | | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- | --- | --- |3.0-6.0: |2.5-6.0:  | | | | | | | | | | Moist | Moist  | | | | | | | | | | | CrD: | | | | | | | | | | |  Cromwell--------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-3.0: |0.0-0.5: |0.0-1.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |3.0-6.0: |0.5-3.0: |1.0-2.5:  | | | | | | | | | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- | --- | --- |3.0-6.0: |2.5-6.0:  | | | | | | | | | | Moist | Moist  | | | | | | | | | | | 
Table 21.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | CsA: | | | | | | | | | | |  Croswell--------| A |0.0-6.0: |0.0-6.0: |0.0-2.8: |0.0-2.5: |0.0-2.5: |0.0-3.0: |0.0-0.5: |0.0-1.0: |0.0-0.5: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Dry | Moist  | | --- | --- |2.8-6.0: |2.5-6.0: |2.5-6.0: |3.0-6.0: |0.5-3.5: |1.0-4.0: |0.5-3.5: |3.0-6.0:  | | | | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | | --- | --- | --- | --- | --- | --- |3.5-6.0: |4.0-6.0: |3.5-6.0: | ---  | | | | | | | | Wet | Wet | Wet |  | | | | | | | | | | | FeB: | | | | | | | | | | |  Frechette-------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-2.5: |0.0-1.5: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |1.5-2.5: | ---  | | | | | | | | | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | FeC: | | | | | | | | | | |  Frechette-------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-2.5: |0.0-1.5: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |1.5-2.5: | ---  | | | | | | | | | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | FeD: | | | | | | | | | | |  Frechette-------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-2.5: |0.0-1.5: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |1.5-2.5: | ---  | | | | | | | | | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | FrB: | | | | | | | | | | |  Frechette-------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-2.5: |0.0-1.5: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |1.5-2.5: | ---  | | | | | | | | | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | FrC: | | | | | | | | | | |  Frechette-------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-2.5: |0.0-1.5: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |1.5-2.5: | ---  | | | | | | | | | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | 
Table 21.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | FrD: | | | | | | | | | | |  Frechette-------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-2.5: |0.0-1.5: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |1.5-2.5: | ---  | | | | | | | | | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | GaB: | | | | | | | | | | |  Grayling--------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-2.0: |0.0-1.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.5: |2.0-6.0: |1.5-2.0: |2.0-3.0:  | | | | | | | | Dry | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- |2.5-6.0: | --- |2.0-6.0: |3.0-6.0:  | | | | | | | | Moist | | Moist | Moist  | | | | | | | | | | | GaC: | | | | | | | | | | |  Grayling--------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-3.0: |0.0-1.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.5: |3.0-6.0: |1.5-3.0: |2.0-3.0:  | | | | | | | | Dry | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- |2.5-6.0: | --- |3.0-6.0: |3.0-6.0:  | | | | | | | | Moist | | Moist | Moist  | | | | | | | | | | | GaD: | | | | | | | | | | |  Grayling--------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-3.0: |0.0-1.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.5: |3.0-6.0: |1.5-3.0: |2.0-3.0:  | | | | | | | | Dry | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- |2.5-6.0: | --- |3.0-6.0: |3.0-6.0:  | | | | | | | | Moist | | Moist | Moist  | | | | | | | | | | | GyB: | | | | | | | | | | |  Grayling--------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-2.0: |0.0-1.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.5: |2.0-6.0: |1.5-2.0: |2.0-3.0:  | | | | | | | | Dry | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- |2.5-6.0: | --- |2.0-6.0: |3.0-6.0:  | | | | | | | | Moist | | Moist | Moist  | | | | | | | | | | | GyC: | | | | | | | | | | |  Grayling--------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-3.0: |0.0-1.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.5: |3.0-6.0: |1.5-3.0: |2.0-3.0:  | | | | | | | | Dry | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- |2.5-6.0: | --- |3.0-6.0: |3.0-6.0:  | | | | | | | | Moist | | Moist | Moist  | | | | | | | | | | | 
Table 21.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | GyD: | | | | | | | | | | |  Grayling--------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-3.0: |0.0-1.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.5: |3.0-6.0: |1.5-3.0: |2.0-3.0:  | | | | | | | | Dry | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- |2.5-6.0: | --- |3.0-6.0: |3.0-6.0:  | | | | | | | | Moist | | Moist | Moist  | | | | | | | | | | | IgA: | | | | | | | | | | |  Ingalls---------| B |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-0.5: |0.0-0.5: |0.0-1.0: |0.0-2.0: |0.0-0.5: |0.0-2.0: |0.0-1.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- |1.0-6.0: |0.5-6.0: |0.5-6.0: |1.0-6.0: |2.0-6.0: |0.5-2.5: |2.0-6.0: |1.0-6.0:  | | | | Wet | Wet | Wet | Wet | Wet | Moist | Wet | Wet  | | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: | --- | ---  | | | | | | | | | Wet | |  | | | | | | | | | | | IsB: | | | | | | | | | | |  Iosco-----------| B |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-0.8: |0.0-0.8: |0.0-1.0: |0.0-2.0: |0.0-0.5: |0.0-2.0: |0.0-1.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- |1.0-6.0: |0.8-6.0: |0.8-6.0: |1.0-6.0: |2.0-6.0: |0.5-2.5: |2.0-6.0: |1.0-6.0:  | | | | Wet | Wet | Wet | Wet | Wet | Moist | Wet | Wet  | | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: | --- | ---  | | | | | | | | | Wet | |  | | | | | | | | | | | IxB: | | | | | | | | | | |  Ishpeming-------| A |0.0-3.5: |0.0-3.5: |0.0-3.5: |0.0-3.5: |0.0-3.5: |0.0-3.5: |0.0-2.0: |0.0-2.0: |0.0-1.0: |0.0-3.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |2.0-3.5: |2.0-3.5: |1.0-2.0: | ---  | | | | | | | | Moist | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.0-3.5: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | |  Rock outcrop. | | | | | | | | | | |  | | | | | | | | | | | IxC: | | | | | | | | | | |  Ishpeming-------| A |0.0-3.5: |0.0-3.5: |0.0-3.5: |0.0-3.5: |0.0-3.5: |0.0-3.5: |0.0-2.0: |0.0-2.0: |0.0-1.0: |0.0-3.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |2.0-3.5: |2.0-3.5: |1.0-2.0: | ---  | | | | | | | | Moist | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.0-3.5: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | |  Rock outcrop. | | | | | | | | | | |  | | | | | | | | | | | 
Table 21.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | KaB: | | | | | | | | | | |  Karlin----------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-2.5: |0.0-1.0: |0.0-1.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |1.0-2.5: |1.5-2.0:  | | | | | | | | | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |2.0-6.0:  | | | | | | | | | | Moist | Moist  | | | | | | | | | | | KaC: | | | | | | | | | | |  Karlin----------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-3.0: |0.0-0.5: |0.0-1.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |3.0-6.0: |0.5-3.0: |1.0-2.5:  | | | | | | | | | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- | --- | --- |3.0-6.0: |2.5-6.0:  | | | | | | | | | | Moist | Moist  | | | | | | | | | | | KaD: | | | | | | | | | | |  Karlin----------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-3.0: |0.0-0.5: |0.0-1.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |3.0-6.0: |0.5-3.0: |1.0-2.5:  | | | | | | | | | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- | --- | --- |3.0-6.0: |2.5-6.0:  | | | | | | | | | | Moist | Moist  | | | | | | | | | | | KeC: | | | | | | | | | | |  Kennan----------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-2.5: |0.0-1.5: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |1.5-2.5: | ---  | | | | | | | | | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | KeD: | | | | | | | | | | |  Kennan----------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-2.5: |0.0-1.5: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |1.5-2.5: | ---  | | | | | | | | | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | KoC: | | | | | | | | | | |  Kennan----------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-2.5: |0.0-1.5: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |1.5-2.5: | ---  | | | | | | | | | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | 
Table 21.--Soil Moisture Status by Depth--Continued ______________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  component name |group | | | | | | | | | | ______________________________________________________________________________________________________________________________________

 

 | | | | | | | | | | | KoD: | | | | | | | | | | |  Kennan----------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-2.5: |0.0-1.5: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |1.5-2.5: | ---  | | | | | | | | | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | KxB: | | | | | | | | | | |  Keshena---------| B |0.0-6.0: |0.0-6.0: |0.0-2.8: |0.0-2.5: |0.0-2.5: |0.0-3.0: |0.0-6.0: |0.0-1.5: |0.0-6.0: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- |2.8-4.2: |2.5-4.2: |2.5-4.2: |3.0-4.2: | --- |1.5-6.0: | --- |3.0-4.2:  | | | | Wet | Wet | Wet | Wet | | Moist | | Wet  | | --- | --- |4.2-6.0: |4.2-6.0: |4.2-6.0: |4.2-6.0: | --- | --- | --- |4.2-6.0:  | | | | Moist | Moist | Moist | Moist | | | | Moist  | | | | | | | | | | | LaB: | | | | | | | | | | |  Lablatz---------| C |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-0.8: |0.0-0.8: |0.0-1.0: |0.0-1.5: |0.0-6.0: |0.0-1.5: |0.0-1.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |1.0-2.0: |0.8-6.0: |0.8-6.0: |1.0-2.0: |1.5-2.0: | --- |1.5-2.0: |1.0-2.0:  | | | | Wet | Wet | Wet | Wet | Wet | | Wet | Wet  | | --- | --- |2.0-6.0: | --- | --- |2.0-6.0: |2.0-6.0: | --- |2.0-6.0: |2.0-6.0:  | | | | Moist | | | Moist | Moist | | Moist | Moist  | | | | | | | | | | | LDF. | | | | | | | | | | |  Landfill | | | | | | | | | | |  | | | | | | | | | | | LoA: | | | | | | | | | | |  Loxley----------| A/D |0.0-1.5: |0.0-1.5: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-0.5: |0.0-1.0: |0.0-0.5: |0.0-6.0:  | | Moist | Moist | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | |1.5-6.0: |1.5-6.0: | --- | --- | --- | --- |0.5-6.0: |1.0-6.0: |0.5-6.0: | ---  | | Wet | Wet | | | | | Wet | Wet | Wet |  | | | | | | | | | | | LuA: | | | | | | | | | | |  Lupton----------| A/D |0.0-1.5: |0.0-1.5: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-0.5: |0.0-1.0: |0.0-0.5: |0.0-6.0:  | | Moist | Moist | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | |1.5-6.0: |1.5-6.0: | --- | --- | --- | --- |0.5-6.0: |1.0-6.0: |0.5-6.0: | ---  | | Wet | Wet | | | | | Wet | Wet | Wet |  | | | | | | | | | | |  Markey----------| A/D |0.0-1.5: |0.0-1.5: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-0.5: |0.0-1.0: |0.0-0.5: |0.0-6.0:  | | Moist | Moist | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | |1.5-6.0: |1.5-6.0: | --- | --- | --- | --- |0.5-6.0: |1.0-6.0: |0.5-6.0: | ---  | | Wet | Wet | | | | | Wet | Wet | Wet |  | | | | | | | | | | | 
Table 21.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | LuA: | | | | | | | | | | |  Cathro----------| A/D |0.0-1.5: |0.0-1.5: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-0.5: |0.0-1.0: |0.0-0.5: |0.0-6.0:  | | Moist | Moist | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | |1.5-6.0: |1.5-6.0: | --- | --- | --- | --- |0.5-6.0: |1.0-6.0: |0.5-6.0: | ---  | | Wet | Wet | | | | | Wet | Wet | Wet |  | | | | | | | | | | | M-W. | | | | | | | | | | |  Miscellaneous | | | | | | | | | | |  water | | | | | | | | | | |  | | | | | | | | | | | MaB: | | | | | | | | | | |  Mahtomedi-------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-2.0: |0.0-1.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.5: |2.0-6.0: |1.5-2.0: |2.0-3.0:  | | | | | | | | Dry | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- |2.5-6.0: | --- |2.0-6.0: |3.0-6.0:  | | | | | | | | Moist | | Moist | Moist  | | | | | | | | | | | MaC: | | | | | | | | | | |  Mahtomedi-------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-3.0: |0.0-1.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.5: |3.0-6.0: |1.5-3.0: |2.0-3.0:  | | | | | | | | Dry | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- |2.5-6.0: | --- |3.0-6.0: |3.0-6.0:  | | | | | | | | Moist | | Moist | Moist  | | | | | | | | | | | MaD: | | | | | | | | | | |  Mahtomedi-------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-3.0: |0.0-1.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.5: |3.0-6.0: |1.5-3.0: |2.0-3.0:  | | | | | | | | Dry | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- |2.5-6.0: | --- |3.0-6.0: |3.0-6.0:  | | | | | | | | Moist | | Moist | Moist  | | | | | | | | | | | MoC: | | | | | | | | | | |  Menominee-------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-0.5: |0.0-2.5: |0.0-0.5: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |0.5-6.0: |2.5-6.0: |0.5-2.5: | ---  | | | | | | | | Moist | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | 
Table 21.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | MoD: | | | | | | | | | | |  Menominee-------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-0.5: |0.0-2.5: |0.0-0.5: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |0.5-6.0: |2.5-6.0: |0.5-2.5: | ---  | | | | | | | | Moist | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | MqB: | | | | | | | | | | |  Mequithy--------| B |0.0-3.5: |0.0-3.5: |0.0-3.5: |0.0-3.5: |0.0-3.5: |0.0-3.5: |0.0-3.5: |0.0-1.5: |0.0-1.0: |0.0-3.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |1.5-3.5: |1.0-1.5: | ---  | | | | | | | | | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |1.5-3.5: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | |  Rock outcrop. | | | | | | | | | | |  | | | | | | | | | | | MqC: | | | | | | | | | | |  Mequithy--------| B |0.0-3.5: |0.0-3.5: |0.0-3.5: |0.0-3.5: |0.0-3.5: |0.0-3.5: |0.0-3.5: |0.0-1.5: |0.0-1.0: |0.0-3.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |1.5-3.5: |1.0-1.5: | ---  | | | | | | | | | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |1.5-3.5: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | |  Rock outcrop. | | | | | | | | | | |  | | | | | | | | | | | MuA: | | | | | | | | | | |  Minocqua--------| B/D |0.0-1.5: |0.0-1.5: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-0.5: |0.0-1.0: |0.0-0.5: |0.0-6.0:  | | Moist | Moist | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | |1.5-6.0: |1.5-6.0: | --- | --- | --- | --- |0.5-6.0: |1.0-6.0: |0.5-6.0: | ---  | | Wet | Wet | | | | | Wet | Wet | Wet |  | | | | | | | | | | | MwB: | | | | | | | | | | |  Moodig----------| C |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-0.8: |0.0-0.8: |0.0-1.0: |0.0-1.5: |0.0-6.0: |0.0-1.5: |0.0-1.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |1.0-2.0: |0.8-6.0: |0.8-6.0: |1.0-2.0: |1.5-2.0: | --- |1.5-2.0: |1.0-2.0:  | | | | Wet | Wet | Wet | Wet | Wet | | Wet | Wet  | | --- | --- |2.0-6.0: | --- | --- |2.0-6.0: |2.0-6.0: | --- |2.0-6.0: |2.0-6.0:  | | | | Moist | | | Moist | Moist | | Moist | Moist  | | | | | | | | | | | 
Table 21.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | MxB: | | | | | | | | | | |  Morganlake------| B |0.0-6.0: |0.0-6.0: |0.0-2.8: |0.0-2.5: |0.0-2.5: |0.0-6.0: |0.0-0.5: |0.0-1.5: |0.0-0.5: |0.0-2.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- |2.8-3.0: |2.5-3.0: |2.5-3.0: | --- |0.5-6.0: |1.5-6.0: |0.5-1.0: |2.5-3.0:  | | | | Wet | Wet | Wet | | Moist | Moist | Dry | Wet  | | --- | --- |3.0-6.0: |3.0-6.0: |3.0-6.0: | --- | --- | --- |1.0-6.0: |3.0-6.0:  | | | | Moist | Moist | Moist | | | | Moist | Moist  | | | | | | | | | | | MzB: | | | | | | | | | | |  Moshawquit------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-0.5: |0.0-2.0: |0.0-1.0: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |0.5-6.0: |2.0-6.0: |1.0-2.0: | ---  | | | | | | | | Moist | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.0-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | MzC: | | | | | | | | | | |  Moshawquit------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-0.5: |0.0-2.5: |0.0-0.5: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |0.5-6.0: |2.5-6.0: |0.5-2.5: | ---  | | | | | | | | Moist | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | NeA: | | | | | | | | | | |  Neconish--------| A |0.0-6.0: |0.0-6.0: |0.0-2.8: |0.0-2.5: |0.0-2.5: |0.0-3.0: |0.0-0.5: |0.0-1.0: |0.0-0.5: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Dry | Moist  | | --- | --- |2.8-6.0: |2.5-6.0: |2.5-6.0: |3.0-6.0: |0.5-3.5: |1.0-4.0: |0.5-3.5: |3.0-6.0:  | | | | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | | --- | --- | --- | --- | --- | --- |3.5-6.0: |4.0-6.0: |3.5-6.0: | ---  | | | | | | | | Wet | Wet | Wet |  | | | | | | | | | | | NoB: | | | | | | | | | | |  Neopit----------| B |0.0-6.0: |0.0-6.0: |0.0-2.8: |0.0-2.5: |0.0-2.5: |0.0-3.0: |0.0-6.0: |0.0-1.5: |0.0-6.0: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- |2.8-5.6: |2.5-5.6: |2.5-5.6: |3.0-5.6: | --- |1.5-6.0: | --- |3.0-5.6:  | | | | Wet | Wet | Wet | Wet | | Moist | | Wet  | | --- | --- |5.6-6.0: |5.6-6.0: |5.6-6.0: |5.6-6.0: | --- | --- | --- |5.6-6.0:  | | | | Moist | Moist | Moist | Moist | | | | Moist  | | | | | | | | | | | NpB: | | | | | | | | | | |  Neopit----------| B |0.0-6.0: |0.0-6.0: |0.0-2.8: |0.0-2.5: |0.0-2.5: |0.0-3.0: |0.0-6.0: |0.0-1.5: |0.0-6.0: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- |2.8-5.6: |2.5-5.6: |2.5-5.6: |3.0-5.6: | --- |1.5-6.0: | --- |3.0-5.6:  | | | | Wet | Wet | Wet | Wet | | Moist | | Wet  | | --- | --- |5.6-6.0: |5.6-6.0: |5.6-6.0: |5.6-6.0: | --- | --- | --- |5.6-6.0:  | | | | Moist | Moist | Moist | Moist | | | | Moist  | | | | | | | | | | | 
Table 21.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | NsA: | | | | | | | | | | |  Noseum----------| B |0.0-6.0: |0.0-6.0: |0.0-2.8: |0.0-2.5: |0.0-2.5: |0.0-3.0: |0.0-1.0: |0.0-1.5: |0.0-3.0: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- |2.8-6.0: |2.5-6.0: |2.5-6.0: |3.0-6.0: |1.0-3.5: |1.5-3.5: |3.0-6.0: |3.0-6.0:  | | | | Wet | Wet | Wet | Wet | Moist | Moist | Wet | Wet  | | --- | --- | --- | --- | --- | --- |3.5-6.0: |3.5-6.0: | --- | ---  | | | | | | | | Wet | Wet | |  | | | | | | | | | | | PaB: | | | | | | | | | | |  Padus-----------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-0.5: |0.0-2.0: |0.0-1.0: |0.0-1.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |0.5-6.0: |2.0-6.0: |1.0-2.0: |1.5-2.0:  | | | | | | | | Moist | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- | --- | --- |2.0-6.0: |2.0-6.0:  | | | | | | | | | | Moist | Moist  | | | | | | | | | | | PaC: | | | | | | | | | | |  Padus-----------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-0.5: |0.0-2.5: |0.0-1.0: |0.0-1.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |0.5-6.0: |2.5-6.0: |1.0-2.5: |1.5-2.0:  | | | | | | | | Moist | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |2.0-6.0:  | | | | | | | | | | Moist | Moist  | | | | | | | | | | | PaD: | | | | | | | | | | |  Padus-----------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-0.5: |0.0-2.5: |0.0-1.0: |0.0-1.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |0.5-6.0: |2.5-6.0: |1.0-2.5: |1.5-2.0:  | | | | | | | | Moist | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |2.0-6.0:  | | | | | | | | | | Moist | Moist  | | | | | | | | | | | PbB: | | | | | | | | | | |  Padwet----------| B |0.0-6.0: |0.0-6.0: |0.0-2.8: |0.0-2.5: |0.0-2.5: |0.0-6.0: |0.0-0.5: |0.0-0.5: |0.0-3.0: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- |2.8-3.2: |2.5-3.2: |2.5-3.2: | --- |0.5-6.0: |0.5-6.0: |3.0-3.2: |3.0-3.2:  | | | | Wet | Wet | Wet | | Moist | Moist | Wet | Wet  | | --- | --- |3.2-6.0: |3.2-6.0: |3.2-6.0: | --- | --- | --- |3.2-6.0: |3.2-6.0:  | | | | Moist | Moist | Moist | | | | Moist | Moist  | | | | | | | | | | | PeB: | | | | | | | | | | |  Pecore----------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-2.5: |0.0-1.5: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |1.5-2.5: | ---  | | | | | | | | | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | 
Table 21.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | PeC: | | | | | | | | | | |  Pecore----------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-2.5: |0.0-1.5: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |1.5-2.5: | ---  | | | | | | | | | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | PeD: | | | | | | | | | | |  Pecore----------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-2.5: |0.0-1.5: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |1.5-2.5: | ---  | | | | | | | | | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | PnB: | | | | | | | | | | |  Pence-----------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-2.5: |0.0-1.0: |0.0-1.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |1.0-2.5: |1.5-2.0:  | | | | | | | | | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |2.0-6.0:  | | | | | | | | | | Moist | Moist  | | | | | | | | | | | PnC: | | | | | | | | | | |  Pence-----------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-3.0: |0.0-0.5: |0.0-1.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |3.0-6.0: |0.5-3.0: |1.0-2.5:  | | | | | | | | | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- | --- | --- |3.0-6.0: |2.5-6.0:  | | | | | | | | | | Moist | Moist  | | | | | | | | | | | PnD: | | | | | | | | | | |  Pence-----------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-3.0: |0.0-0.5: |0.0-1.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |3.0-6.0: |0.5-3.0: |1.0-2.5:  | | | | | | | | | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- | --- | --- |3.0-6.0: |2.5-6.0:  | | | | | | | | | | Moist | Moist  | | | | | | | | | | | PrB: | | | | | | | | | | |  Perote----------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-2.5: |0.0-1.5: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |1.5-2.5: | ---  | | | | | | | | | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | 
Table 21.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | PrC: | | | | | | | | | | |  Perote----------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-2.5: |0.0-1.5: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |1.5-2.5: | ---  | | | | | | | | | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | PrD: | | | | | | | | | | |  Perote----------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-2.5: |0.0-1.5: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |1.5-2.5: | ---  | | | | | | | | | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | PsB: | | | | | | | | | | |  Peshtigo--------| C |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.5: |0.0-6.0: |0.0-1.5: |0.0-1.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |1.0-2.4: |1.0-2.4: |1.0-2.4: |1.0-2.4: |1.5-2.4: | --- |1.5-2.4: |1.0-2.4:  | | | | Wet | Wet | Wet | Wet | Wet | | Wet | Wet  | | --- | --- |2.4-6.0: |2.4-6.0: |2.4-6.0: |2.4-6.0: |2.4-6.0: | --- |2.4-6.0: |2.4-6.0:  | | | | Moist | Moist | Moist | Moist | Moist | | Moist | Moist  | | | | | | | | | | | Pt. | | | | | | | | | | |  Pits, gravel | | | | | | | | | | |  | | | | | | | | | | | RaB: | | | | | | | | | | |  Rabe------------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-0.5: |0.0-2.0: |0.0-1.0: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |0.5-6.0: |2.0-6.0: |1.0-2.0: | ---  | | | | | | | | Moist | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.0-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | RaC: | | | | | | | | | | |  Rabe------------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-0.5: |0.0-2.5: |0.0-0.5: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |0.5-6.0: |2.5-6.0: |0.5-2.5: | ---  | | | | | | | | Moist | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | 
Table 21.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | RaD: | | | | | | | | | | |  Rabe------------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-0.5: |0.0-2.5: |0.0-0.5: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |0.5-6.0: |2.5-6.0: |0.5-2.5: | ---  | | | | | | | | Moist | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | RbA: | | | | | | | | | | |  Robago----------| B |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-0.5: |0.0-0.5: |0.0-1.0: |0.0-2.0: |0.0-0.5: |0.0-2.0: |0.0-1.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- |1.0-6.0: |0.5-6.0: |0.5-6.0: |1.0-6.0: |2.0-6.0: |0.5-2.0: |2.0-6.0: |1.0-6.0:  | | | | Wet | Wet | Wet | Wet | Wet | Moist | Wet | Wet  | | --- | --- | --- | --- | --- | --- | --- |2.0-6.0: | --- | ---  | | | | | | | | | Wet | |  | | | | | | | | | | | RcA: | | | | | | | | | | |  Roscommon-------| A/D |0.0-1.5: |0.0-1.5: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-0.5: |0.0-1.0: |0.0-0.5: |0.0-6.0:  | | Moist | Moist | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | |1.5-6.0: |1.5-6.0: | --- | --- | --- | --- |0.5-6.0: |1.0-6.0: |0.5-6.0: | ---  | | Wet | Wet | | | | | Wet | Wet | Wet |  | | | | | | | | | | | RoB: | | | | | | | | | | |  Rosholt---------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-0.5: |0.0-2.0: |0.0-1.0: |0.0-1.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |0.5-6.0: |2.0-6.0: |1.0-2.0: |1.5-2.0:  | | | | | | | | Moist | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- | --- | --- |2.0-6.0: |2.0-6.0:  | | | | | | | | | | Moist | Moist  | | | | | | | | | | | RoC: | | | | | | | | | | |  Rosholt---------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-0.5: |0.0-2.5: |0.0-1.0: |0.0-1.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |0.5-6.0: |2.5-6.0: |1.0-2.5: |1.5-2.0:  | | | | | | | | Moist | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |2.0-6.0:  | | | | | | | | | | Moist | Moist  | | | | | | | | | | | RoD: | | | | | | | | | | |  Rosholt---------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-0.5: |0.0-2.5: |0.0-1.0: |0.0-1.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |0.5-6.0: |2.5-6.0: |1.0-2.5: |1.5-2.0:  | | | | | | | | Moist | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |2.0-6.0:  | | | | | | | | | | Moist | Moist  | | | | | | | | | | | 
Table 21.--Soil Moisture Status by Depth--Continued ______________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  component name |group | | | | | | | | | | ______________________________________________________________________________________________________________________________________

 

 | | | | | | | | | | | RsB: | | | | | | | | | | |  Rousseau--------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-2.0: |0.0-1.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.5: |2.0-6.0: |1.5-2.0: |2.0-3.0:  | | | | | | | | Dry | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- |2.5-6.0: | --- |2.0-6.0: |3.0-6.0:  | | | | | | | | Moist | | Moist | Moist  | | | | | | | | | | | RsC: | | | | | | | | | | |  Rousseau--------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-3.0: |0.0-1.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.5: |3.0-6.0: |1.5-3.0: |2.0-3.0:  | | | | | | | | Dry | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- |2.5-6.0: | --- |3.0-6.0: |3.0-6.0:  | | | | | | | | Moist | | Moist | Moist  | | | | | | | | | | | RsD: | | | | | | | | | | |  Rousseau--------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-3.0: |0.0-1.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.5: |3.0-6.0: |1.5-3.0: |2.0-3.0:  | | | | | | | | Dry | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- |2.5-6.0: | --- |3.0-6.0: |3.0-6.0:  | | | | | | | | Moist | | Moist | Moist  | | | | | | | | | | | ScA: | | | | | | | | | | |  Scott Lake------| B |0.0-6.0: |0.0-6.0: |0.0-2.8: |0.0-2.5: |0.0-2.5: |0.0-3.0: |0.0-1.0: |0.0-1.5: |0.0-3.0: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- |2.8-6.0: |2.5-6.0: |2.5-6.0: |3.0-6.0: |1.0-3.5: |1.5-3.5: |3.0-6.0: |3.0-6.0:  | | | | Wet | Wet | Wet | Wet | Moist | Moist | Wet | Wet  | | --- | --- | --- | --- | --- | --- |3.5-6.0: |3.5-6.0: | --- | ---  | | | | | | | | Wet | Wet | |  | | | | | | | | | | | SfB: | | | | | | | | | | |  Shawano---------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-2.0: |0.0-1.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.5: |2.0-6.0: |1.5-2.0: |2.0-3.0:  | | | | | | | | Dry | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- |2.5-6.0: | --- |2.0-6.0: |3.0-6.0:  | | | | | | | | Moist | | Moist | Moist  | | | | | | | | | | | SfC: | | | | | | | | | | |  Shawano---------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-3.0: |0.0-1.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.5: |3.0-6.0: |1.5-3.0: |2.0-3.0:  | | | | | | | | Dry | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- |2.5-6.0: | --- |3.0-6.0: |3.0-6.0:  | | | | | | | | Moist | | Moist | Moist  | | | | | | | | | | | 
Table 21.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | SfD: | | | | | | | | | | |  Shawano---------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-3.0: |0.0-1.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.5: |3.0-6.0: |1.5-3.0: |2.0-3.0:  | | | | | | | | Dry | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- |2.5-6.0: | --- |3.0-6.0: |3.0-6.0:  | | | | | | | | Moist | | Moist | Moist  | | | | | | | | | | | SuA: | | | | | | | | | | |  Sunia-----------| B |0.0-6.0: |0.0-6.0: |0.0-2.8: |0.0-2.5: |0.0-2.5: |0.0-3.0: |0.0-1.0: |0.0-1.5: |0.0-3.0: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- |2.8-6.0: |2.5-6.0: |2.5-6.0: |3.0-6.0: |1.0-3.5: |1.5-3.5: |3.0-6.0: |3.0-6.0:  | | | | Wet | Wet | Wet | Wet | Moist | Moist | Wet | Wet  | | --- | --- | --- | --- | --- | --- |3.5-6.0: |3.5-6.0: | --- | ---  | | | | | | | | Wet | Wet | |  | | | | | | | | | | | TlC: | | | | | | | | | | |  Tilleda---------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-2.5: |0.0-1.5: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |1.5-2.5: | ---  | | | | | | | | | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | TlD: | | | | | | | | | | |  Tilleda---------| B |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-2.5: |0.0-1.5: |0.0-6.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: |1.5-2.5: | ---  | | | | | | | | | Moist | Dry |  | | --- | --- | --- | --- | --- | --- | --- | --- |2.5-6.0: | ---  | | | | | | | | | | Moist |  | | | | | | | | | | | TmA: | | | | | | | | | | |  Tipler----------| B |0.0-6.0: |0.0-6.0: |0.0-2.8: |0.0-2.5: |0.0-2.5: |0.0-3.0: |0.0-1.0: |0.0-1.5: |0.0-3.0: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- |2.8-6.0: |2.5-6.0: |2.5-6.0: |3.0-6.0: |1.0-3.5: |1.5-3.5: |3.0-6.0: |3.0-6.0:  | | | | Wet | Wet | Wet | Wet | Moist | Moist | Wet | Wet  | | --- | --- | --- | --- | --- | --- |3.5-6.0: |3.5-6.0: | --- | ---  | | | | | | | | Wet | Wet | |  | | | | | | | | | | | ToB: | | | | | | | | | | |  Tourtillotte----| A |0.0-6.0: |0.0-6.0: |0.0-2.8: |0.0-2.5: |0.0-2.5: |0.0-6.0: |0.0-0.5: |0.0-0.5: |0.0-2.8: |0.0-2.5:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- |2.8-4.6: |2.5-4.6: |2.5-4.6: | --- |0.5-6.0: |0.5-6.0: |2.8-4.6: |2.5-4.6:  | | | | Wet | Wet | Wet | | Moist | Moist | Wet | Wet  | | --- | --- |4.6-6.0: |4.6-6.0: |4.6-6.0: | --- | --- | --- |4.6-6.0: |4.6-6.0:  | | | | Moist | Moist | Moist | | | | Moist | Moist  | | | | | | | | | | | 
Table 21.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | ToC: | | | | | | | | | | |  Tourtillotte----| A |0.0-6.0: |0.0-6.0: |0.0-2.8: |0.0-2.5: |0.0-2.5: |0.0-6.0: |0.0-1.0: |0.0-1.0: |0.0-3.0: |0.0-2.8:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | --- | --- |2.8-4.6: |2.5-4.6: |2.5-4.6: | --- |1.0-6.0: |1.0-6.0: |3.0-4.6: |2.8-4.6:  | | | | Wet | Wet | Wet | | Moist | Moist | Wet | Wet  | | --- | --- |4.6-6.0: |4.6-6.0: |4.6-6.0: | --- | --- | --- |4.6-6.0: |4.6-6.0:  | | | | Moist | Moist | Moist | | | | Moist | Moist  | | | | | | | | | | | UdD. | | | | | | | | | | |  Udipsamments | | | | | | | | | | |  (earthen dam) | | | | | | | | | | |  | | | | | | | | | | | VsB: | | | | | | | | | | |  Vilas-----------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-2.0: |0.0-1.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.5: |2.0-6.0: |1.5-2.0: |2.0-3.0:  | | | | | | | | Dry | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- |2.5-6.0: | --- |2.0-6.0: |3.0-6.0:  | | | | | | | | Moist | | Moist | Moist  | | | | | | | | | | | VsC: | | | | | | | | | | |  Vilas-----------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-3.0: |0.0-1.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.5: |3.0-6.0: |1.5-3.0: |2.0-3.0:  | | | | | | | | Dry | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- |2.5-6.0: | --- |3.0-6.0: |3.0-6.0:  | | | | | | | | Moist | | Moist | Moist  | | | | | | | | | | | VsD: | | | | | | | | | | |  Vilas-----------| A |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-3.0: |0.0-1.5: |0.0-2.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- | --- | --- | --- | --- |1.0-2.5: |3.0-6.0: |1.5-3.0: |2.0-3.0:  | | | | | | | | Dry | Moist | Dry | Dry  | | --- | --- | --- | --- | --- | --- |2.5-6.0: | --- |3.0-6.0: |3.0-6.0:  | | | | | | | | Moist | | Moist | Moist  | | | | | | | | | | | W. | | | | | | | | | | |  Water | | | | | | | | | | |  | | | | | | | | | | | WaA: | | | | | | | | | | |  Wainola---------| B |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-0.5: |0.0-0.5: |0.0-1.0: |0.0-1.8: |0.0-1.8: |0.0-1.8: |0.0-1.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |1.0-6.0: |0.5-6.0: |0.5-6.0: |1.0-6.0: |1.8-6.0: |1.8-6.0: |1.8-6.0: |1.0-6.0:  | | | | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | | 
Table 21.--Soil Moisture Status by Depth--Continued _____________________________________________________________________________________________________________________________________

 | | | | | | | | | | |  Map symbol |Hydro-| January | February | March | April | May | June | July | August |September | October  and |logic | | | | | | | | | |  component name |group | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______

 | | | | | | | | | | | WkB: | | | | | | | | | | |  Wayka-----------| C |0.0-2.2: |0.0-2.2: |0.0-1.5: |0.0-0.5: |0.0-0.5: |0.0-0.8: |0.0-1.5: |0.0-2.2: |0.0-0.8: |0.0-0.6:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  | | --- | --- |1.5-2.2: |0.5-2.2: |0.5-2.2: |0.8-2.2: |1.5-2.2: | --- |0.8-2.2: |0.6-2.2:  | | | | Wet | Wet | Wet | Wet | Wet | | Wet | Wet  | | | | | | | | | | |  Rock outcrop. | | | | | | | | | | |  | | | | | | | | | | | WrA: | | | | | | | | | | |  Worcester-------| C |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.2: |0.0-2.0: |0.0-0.5: |0.0-2.0: |0.0-1.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- |1.0-6.0: |1.0-6.0: |1.0-6.0: |1.2-6.0: |2.0-6.0: |0.5-2.0: |2.0-6.0: |1.0-6.0:  | | | | Wet | Wet | Wet | Wet | Wet | Moist | Wet | Wet  | | --- | --- | --- | --- | --- | --- | --- |2.0-6.0: | --- | ---  | | | | | | | | | Wet | |  | | | | | | | | | | | WtA: | | | | | | | | | | |  Wormet----------| B |0.0-6.0: |0.0-6.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.2: |0.0-2.0: |0.0-0.5: |0.0-2.0: |0.0-1.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  | | --- | --- |1.0-6.0: |1.0-6.0: |1.0-6.0: |1.2-6.0: |2.0-6.0: |0.5-2.0: |2.0-6.0: |1.0-6.0:  | | | | Wet | Wet | Wet | Wet | Wet | Moist | Wet | Wet  | | --- | --- | --- | --- | --- | --- | --- |2.0-6.0: | --- | ---  | | | | | | | | | Wet | |  | | | | | | | | | | | WuA: | | | | | | | | | | |  Wurtsmith-------| A |0.0-6.0: |0.0-6.0: |0.0-2.8: |0.0-2.5: |0.0-2.5: |0.0-3.0: |0.0-0.5: |0.0-1.0: |0.0-0.5: |0.0-3.0:  | | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Dry | Moist  | | --- | --- |2.8-6.0: |2.5-6.0: |2.5-6.0: |3.0-6.0: |0.5-3.5: |1.0-4.0: |0.5-3.5: |3.0-6.0:  | | | | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | | --- | --- | --- | --- | --- | --- |3.5-6.0: |4.0-6.0: |3.5-6.0: | ---  | | | | | | | | Wet | Wet | Wet |  | | | | | | | | | | | _______________________________________________________________________________________________________________________________ 

______
Table 22.--Flooding Frequency and Duration (Absence of an entry indicates that data were not estimated) _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  component name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | AfB: | | | | | | | | | |  Aftad-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | AnB: | | | | | | | | | |  Annalake--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | AtB: | | | | | | | | | |  Antigo----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | AuA: | | | | | | | | | |  Au Gres---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | CeB: | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | CeC: | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | CeD: | | | | | | | | | |  Cress-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | CmA: | | | | | | | | | |  Crex------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | CrB: | | | | | | | | | |  Cromwell--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | CrC: | | | | | | | | | |  Cromwell--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | CrD: | | | | | | | | | |  Cromwell--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | CsA: | | | | | | | | | |  Croswell--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | FeB: | | | | | | | | | |  Frechette-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | FeC: | | | | | | | | | |  Frechette-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 22.--Flooding Frequency and Duration--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  component name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | FeD: | | | | | | | | | |  Frechette-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | FrB: | | | | | | | | | |  Frechette-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | FrC: | | | | | | | | | |  Frechette-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | FrD: | | | | | | | | | |  Frechette-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | GaB: | | | | | | | | | |  Grayling--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | GaC: | | | | | | | | | |  Grayling--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | GaD: | | | | | | | | | |  Grayling--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | GyB: | | | | | | | | | |  Grayling--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | GyC: | | | | | | | | | |  Grayling--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | GyD: | | | | | | | | | |  Grayling--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | IgA: | | | | | | | | | |  Ingalls---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | IsB: | | | | | | | | | |  Iosco-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | IxB: | | | | | | | | | |  Ishpeming-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rock outcrop. | | | | | | | | | |  | | | | | | | | | | IxC: | | | | | | | | | |  Ishpeming-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rock outcrop. | | | | | | | | | |  | | | | | | | | | | 
Table 22.--Flooding Frequency and Duration--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  component name | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | KaB: | | | | | | | | | |  Karlin----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | KaC: | | | | | | | | | |  Karlin----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | KaD: | | | | | | | | | |  Karlin----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | KeC: | | | | | | | | | |  Kennan----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | KeD: | | | | | | | | | |  Kennan----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | KoC: | | | | | | | | | |  Kennan----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | KoD: | | | | | | | | | |  Kennan----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | KxB: | | | | | | | | | |  Keshena---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | LaB: | | | | | | | | | |  Lablatz---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | LDF. | | | | | | | | | |  Landfill | | | | | | | | | |  | | | | | | | | | | LoA: | | | | | | | | | |  Loxley----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | LuA: | | | | | | | | | |  Lupton----------|Rare |Rare |Frequent |Frequent |Frequent |Frequent |Frequent |Rare |Rare |Rare  | | | Long | Long | Long | Long | Long | | |  | | | | | | | | | |  Markey----------|Rare |Rare |Frequent |Frequent |Frequent |Frequent |Frequent |Rare |Rare |Rare  | | | Long | Long | Long | Long | Long | | |  | | | | | | | | | |  Cathro----------|Rare |Rare |Frequent |Frequent |Frequent |Frequent |Frequent |Rare |Rare |Rare  | | | Long | Long | Long | Long | Long | | |  | | | | | | | | | | M-W. | | | | | | | | | |  Miscellaneous | | | | | | | | | |  water | | | | | | | | | |  | | | | | | | | | | 
Table 22.--Flooding Frequency and Duration--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  component name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | MaB: | | | | | | | | | |  Mahtomedi-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | MaC: | | | | | | | | | |  Mahtomedi-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | MaD: | | | | | | | | | |  Mahtomedi-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | MoC: | | | | | | | | | |  Menominee-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | MoD: | | | | | | | | | |  Menominee-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | MqB: | | | | | | | | | |  Mequithy--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rock outcrop. | | | | | | | | | |  | | | | | | | | | | MqC: | | | | | | | | | |  Mequithy--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rock outcrop. | | | | | | | | | |  | | | | | | | | | | MuA: | | | | | | | | | |  Minocqua--------|Rare |Rare |Frequent |Frequent |Frequent |Frequent |Frequent |Rare |Rare |Rare  | | | Long | Long | Long | Long | Long | | |  | | | | | | | | | | MwB: | | | | | | | | | |  Moodig----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | MxB: | | | | | | | | | |  Morganlake------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | MzB: | | | | | | | | | |  Moshawquit------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | MzC: | | | | | | | | | |  Moshawquit------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | NeA: | | | | | | | | | |  Neconish--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | NoB: | | | | | | | | | |  Neopit----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 22.--Flooding Frequency and Duration--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  component name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | NpB: | | | | | | | | | |  Neopit----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | NsA: | | | | | | | | | |  Noseum----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | PaB: | | | | | | | | | |  Padus-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | PaC: | | | | | | | | | |  Padus-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | PaD: | | | | | | | | | |  Padus-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | PbB: | | | | | | | | | |  Padwet----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | PeB: | | | | | | | | | |  Pecore----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | PeC: | | | | | | | | | |  Pecore----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | PeD: | | | | | | | | | |  Pecore----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | PnB: | | | | | | | | | |  Pence-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | PnC: | | | | | | | | | |  Pence-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | PnD: | | | | | | | | | |  Pence-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | PrB: | | | | | | | | | |  Perote----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | PrC: | | | | | | | | | |  Perote----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | PrD: | | | | | | | | | |  Perote----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | PsB: | | | | | | | | | |  Peshtigo--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 22.--Flooding Frequency and Duration--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  component name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | Pt. | | | | | | | | | |  Pits, gravel | | | | | | | | | |  | | | | | | | | | | RaB: | | | | | | | | | |  Rabe------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | RaC: | | | | | | | | | |  Rabe------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | RaD: | | | | | | | | | |  Rabe------------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | RbA: | | | | | | | | | |  Robago----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | RcA: | | | | | | | | | |  Roscommon-------|Rare |Rare |Frequent |Frequent |Frequent |Frequent |Frequent |Rare |Rare |Rare  | | | Long | Long | Long | Long | Long | | |  | | | | | | | | | | RoB: | | | | | | | | | |  Rosholt---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | RoC: | | | | | | | | | |  Rosholt---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | RoD: | | | | | | | | | |  Rosholt---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | RsB: | | | | | | | | | |  Rousseau--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | RsC: | | | | | | | | | |  Rousseau--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | RsD: | | | | | | | | | |  Rousseau--------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | ScA: | | | | | | | | | |  Scott Lake------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | SfB: | | | | | | | | | |  Shawano---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | SfC: | | | | | | | | | |  Shawano---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | 
Table 22.--Flooding Frequency and Duration--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  component name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | SfD: | | | | | | | | | |  Shawano---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | SuA: | | | | | | | | | |  Sunia-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | TlC: | | | | | | | | | |  Tilleda---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | TlD: | | | | | | | | | |  Tilleda---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | TmA: | | | | | | | | | |  Tipler----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | ToB: | | | | | | | | | |  Tourtillotte----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | ToC: | | | | | | | | | |  Tourtillotte----|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | UdD: | | | | | | | | | |  Udipsamments | | | | | | | | | |  (earthen dam)--|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | VsB: | | | | | | | | | |  Vilas-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | VsC: | | | | | | | | | |  Vilas-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | VsD: | | | | | | | | | |  Vilas-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | W. | | | | | | | | | |  Water | | | | | | | | | |  | | | | | | | | | | WaA: | | | | | | | | | |  Wainola---------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | WkB: | | | | | | | | | |  Wayka-----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | |  Rock outcrop. | | | | | | | | | |  | | | | | | | | | | 
Table 22.--Flooding Frequency and Duration--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and | | | | | | | | | |  component name | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | WrA: | | | | | | | | | |  Worcester-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | WtA: | | | | | | | | | |  Wormet----------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | WuA: | | | | | | | | | |  Wurtsmith-------|None |None |None |None |None |None |None |None |None |None  | | | | | | | | | | _______________________________________________________________________________________________________________________________

_
Table 23.--Soil Features (See text for definitions of terms used in this table. Absence of an entry indicates that the feature is not a 

 were not estimated) _______________________________________________________________________________________________________________ | Restrictive layer | Subsidence | |  Map symbol and |_____________________________________________________|_______________| Potential |___ component name | | Depth | | | | | for | U | Kind |to top |Thickness| Hardness |Initial| Total |frost action| _______________________________________________________________________________________________________________ | | In | In | | In | In | |  | | | | | | | | AfB: | | | | | | | |  Aftad------------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | AnB: | | | | | | | |  Annalake---------------| --- | >80 | --- | --- | --- | --- |Moderate |Mod | | | | | | | | AtB: | | | | | | | |  Antigo-----------------| --- | >80 | --- | --- | --- | --- |High |Mod | | | | | | | | AuA: | | | | | | | |  Au Gres----------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | CeB: | | | | | | | |  Cress------------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | CeC: | | | | | | | |  Cress------------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | CeD: | | | | | | | |  Cress------------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | CmA: | | | | | | | |  Crex-------------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | CrB: | | | | | | | |  Cromwell---------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | CrC: | | | | | | | |  Cromwell---------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | CrD: | | | | | | | |  Cromwell---------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | CsA: | | | | | | | |  Croswell---------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | FeB: | | | | | | | |  Frechette--------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | FeC: | | | | | | | |  Frechette--------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | 
Table 23.--Soil Features--Continued _______________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol and |_____________________________________________________|_______________| Potential |___ component name | | Depth | | | | | for | U | Kind |to top |Thickness| Hardness |Initial| Total |frost action| _______________________________________________________________________________________________________________ | | In | In | | In | In | |  | | | | | | | | FeD: | | | | | | | |  Frechette--------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | FrB: | | | | | | | |  Frechette--------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | FrC: | | | | | | | |  Frechette--------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | FrD: | | | | | | | |  Frechette--------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | GaB: | | | | | | | |  Grayling---------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | GaC: | | | | | | | |  Grayling---------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | GaD: | | | | | | | |  Grayling---------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | GyB: | | | | | | | |  Grayling---------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | GyC: | | | | | | | |  Grayling---------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | GyD: | | | | | | | |  Grayling---------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | IgA: | | | | | | | |  Ingalls----------------| --- | >80 | --- | --- | --- | --- |Moderate |Mod | | | | | | | | IsB: | | | | | | | |  Iosco------------------| --- | >80 | --- | --- | --- | --- |Moderate |Hig | | | | | | | | IxB: | | | | | | | |  Ishpeming--------------|Bedrock (lithic) | 20-40 | --- | --- | --- | --- |Low |Low  | | | | | | | |  Rock outcrop-----------|Bedrock (lithic) | 0 | --- | --- | --- | --- | --- |  | | | | | | | | IxC: | | | | | | | |  Ishpeming--------------|Bedrock (lithic) | 20-40 | --- | --- | --- | --- |Low |Low  | | | | | | | |  Rock outcrop-----------|Bedrock (lithic) | 0 | --- | --- | --- | --- | --- |  | | | | | | | | 
Table 23.--Soil Features--Continued _______________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol and |_____________________________________________________|_______________| Potential |___ component name | | Depth | | | | | for | U | Kind |to top |Thickness| Hardness |Initial| Total |frost action| _______________________________________________________________________________________________________________ | | In | In | | In | In | |  | | | | | | | | KaB: | | | | | | | |  Karlin-----------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | KaC: | | | | | | | |  Karlin-----------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | KaD: | | | | | | | |  Karlin-----------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | KeC: | | | | | | | |  Kennan-----------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | KeD: | | | | | | | |  Kennan-----------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | KoC: | | | | | | | |  Kennan-----------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | KoD: | | | | | | | |  Kennan-----------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | KxB: | | | | | | | |  Keshena----------------| --- | >80 | --- | --- | --- | --- |Moderate |Mod | | | | | | | | LaB: | | | | | | | |  Lablatz----------------| --- | >80 | --- | --- | --- | --- |High |Mod | | | | | | | | LDF. | | | | | | | |  Landfill | | | | | | | |  | | | | | | | | LoA: | | | | | | | |  Loxley-----------------| --- | >80 | --- | --- | 6-18 | 50-55 |High |Hig | | | | | | | | LuA: | | | | | | | |  Lupton-----------------| --- | >80 | --- | --- | 6-18 | 50-55 |High |Hig | | | | | | | |  Markey-----------------| --- | >80 | --- | --- | 4-12 | 25-30 |High |Hig | | | | | | | |  Cathro-----------------| --- | >80 | --- | --- | 4-12 | 19-22 |High |Hig | | | | | | | | M-W. | | | | | | | |  Miscellaneous water | | | | | | | |  | | | | | | | | MaB: | | | | | | | |  Mahtomedi--------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | 
Table 23.--Soil Features--Continued _______________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol and |_____________________________________________________|_______________| Potential |___ component name | | Depth | | | | | for | U | Kind |to top |Thickness| Hardness |Initial| Total |frost action| _______________________________________________________________________________________________________________ | | In | In | | In | In | |  | | | | | | | | MaC: | | | | | | | |  Mahtomedi--------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | MaD: | | | | | | | |  Mahtomedi--------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | MoC: | | | | | | | |  Menominee--------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | MoD: | | | | | | | |  Menominee--------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | MqB: | | | | | | | |  Mequithy---------------|Bedrock (lithic) | 20-40 | --- | --- | --- | --- |Moderate |Low  | | | | | | | |  Rock outcrop-----------|Bedrock (lithic) | 0 | --- |Indurated | --- | --- | --- |  | | | | | | | | MqC: | | | | | | | |  Mequithy---------------|Bedrock (lithic) | 20-40 | --- | --- | --- | --- |Moderate |Low  | | | | | | | |  Rock outcrop-----------|Bedrock (lithic) | 0 | --- |Indurated | --- | --- | --- |  | | | | | | | | MuA: | | | | | | | |  Minocqua---------------| --- | >80 | --- | --- | --- | --- |High |Hig | | | | | | | | MwB: | | | | | | | |  Moodig-----------------| --- | >80 | --- | --- | --- | --- |High |Mod | | | | | | | | MxB: | | | | | | | |  Morganlake-------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | MzB: | | | | | | | |  Moshawquit-------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | MzC: | | | | | | | |  Moshawquit-------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | NeA: | | | | | | | |  Neconish---------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | NoB: | | | | | | | |  Neopit-----------------| --- | >80 | --- | --- | --- | --- |Moderate |Mod | | | | | | | | NpB: | | | | | | | |  Neopit-----------------| --- | >80 | --- | --- | --- | --- |Moderate |Mod | | | | | | | | 
Table 23.--Soil Features--Continued ________________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol and |_____________________________________________________|_______________| Potential |____ component name | | Depth | | | | | for | Un | Kind |to top |Thickness| Hardness |Initial| Total |frost action| s________________________________________________________________________________________________________________ | | In | In | | In | In | |  | | | | | | | | NsA: | | | | | | | |  Noseum-----------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | PaB: | | | | | | | |  Padus------------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | PaC: | | | | | | | |  Padus------------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | PaD: | | | | | | | |  Padus------------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | PbB: | | | | | | | |  Padwet-----------------| --- | >80 | --- | --- | --- | --- |Moderate |Mode | | | | | | | | PeB: | | | | | | | |  Pecore-----------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | PeC: | | | | | | | |  Pecore-----------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | PeD: | | | | | | | |  Pecore-----------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | PnB: | | | | | | | |  Pence------------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | PnC: | | | | | | | |  Pence------------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | PnD: | | | | | | | |  Pence------------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | PrB: | | | | | | | |  Perote-----------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | PrC: | | | | | | | |  Perote-----------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | PrD: | | | | | | | |  Perote-----------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | PsB: | | | | | | | |  Peshtigo---------------| --- | >80 | --- | --- | --- | --- |High |High  | | | | | | | | 
Table 23.--Soil Features--Continued _______________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol and |_____________________________________________________|_______________| Potential |___ component name | | Depth | | | | | for | U | Kind |to top |Thickness| Hardness |Initial| Total |frost action| _______________________________________________________________________________________________________________ | | In | In | | In | In | |  | | | | | | | | Pt: | | | | | | | |  Pits, gravel-----------| --- | --- | --- | --- | --- | --- |Low |Mod | | | | | | | | RaB: | | | | | | | |  Rabe-------------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | RaC: | | | | | | | |  Rabe-------------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | RaD: | | | | | | | |  Rabe-------------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | RbA: | | | | | | | |  Robago-----------------| --- | >80 | --- | --- | --- | --- |High |Mod | | | | | | | | RcA: | | | | | | | |  Roscommon--------------| --- | >80 | --- | --- | --- | --- |Moderate |Hig | | | | | | | | RoB: | | | | | | | |  Rosholt----------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | RoC: | | | | | | | |  Rosholt----------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | RoD: | | | | | | | |  Rosholt----------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | RsB: | | | | | | | |  Rousseau---------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | RsC: | | | | | | | |  Rousseau---------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | RsD: | | | | | | | |  Rousseau---------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | ScA: | | | | | | | |  Scott Lake-------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | SfB: | | | | | | | |  Shawano----------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | SfC: | | | | | | | |  Shawano----------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | 
Table 23.--Soil Features--Continued _______________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol and |_____________________________________________________|_______________| Potential |___ component name | | Depth | | | | | for | U | Kind |to top |Thickness| Hardness |Initial| Total |frost action| _______________________________________________________________________________________________________________ | | In | In | | In | In | |  | | | | | | | | SfD: | | | | | | | |  Shawano----------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | SuA: | | | | | | | |  Sunia------------------| --- | >80 | --- | --- | --- | --- |Low |Mod | | | | | | | | TlC: | | | | | | | |  Tilleda----------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | TlD: | | | | | | | |  Tilleda----------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | TmA: | | | | | | | |  Tipler-----------------| --- | >80 | --- | --- | --- | --- |Moderate |Mod | | | | | | | | ToB: | | | | | | | |  Tourtillotte-----------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | ToC: | | | | | | | |  Tourtillotte-----------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | UdD: | | | | | | | |  Udipsamments (earthen | | | | | | | |  dam)------------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | VsB: | | | | | | | |  Vilas------------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | VsC: | | | | | | | |  Vilas------------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | VsD: | | | | | | | |  Vilas------------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | W. | | | | | | | |  Water | | | | | | | |  | | | | | | | | WaA: | | | | | | | |  Wainola----------------| --- | >80 | --- | --- | --- | --- |Moderate |Low  | | | | | | | | WkB: | | | | | | | |  Wayka------------------|Bedrock (lithic) | 20-40 | --- | --- | --- | --- |High |Mod | | | | | | | |  Rock outcrop-----------|Bedrock (lithic) | 0 | --- | --- | --- | --- | --- |  | | | | | | | | 
Table 23.--Soil Features--Continued _______________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol and |_____________________________________________________|_______________| Potential |___ component name | | Depth | | | | | for | U | Kind |to top |Thickness| Hardness |Initial| Total |frost action| _______________________________________________________________________________________________________________ | | In | In | | In | In | |  | | | | | | | | WrA: | | | | | | | |  Worcester--------------| --- | >80 | --- | --- | --- | --- |High |Hig | | | | | | | | WtA: | | | | | | | |  Wormet-----------------| --- | >80 | --- | --- | --- | --- |Moderate |Mod | | | | | | | | WuA: | | | | | | | |  Wurtsmith--------------| --- | >80 | --- | --- | --- | --- |Low |Low  | | | | | | | | _______________________________________________________________________________________________________________
Table 24.--Engineering Index Test Data (Dashes indicate that data were not available. LL means liquid limit; PI, plasticity index; NP, nonplastic

_______________________________________________________________________________________________________________ | | | | | Percentage | Percentage smaller |  | | | | | passing sieve--* | than--* |  _______________________________________________  Soil name and | Parent | Report |Horizon|Depth | | | | | | | | | LL  location | material | number | | | No. | No. | No. | No. |0.05 |0.02 |0.005|0.002|  | | | | | 4 | 10 | 40 | 200 | mm | mm | mm | mm | _______________________________________________________________________________________________________________ | | | | In | | | | | | | | | Pct  | | | | | | | | | | | | | Aftad fine |Dominantly |S93WI-078-| | | | | | | | | | |  sandy loam: | loamy | 034-5 | E/B |12-17 | 100 | 100 | 93 | 46 | 41 | 26 | 10 | 6 | ---  SW1/4 SW1/4 | lacustrine | 034-6 | B/E |17-28 | 100 | 100 | 94 | 57 | 51 | 36 | 19 | 14 | 19.2 sec. 31, T. | deposits. | | | | | | | | | | | |  30 N., R. 13 | | | | | | | | | | | | |  E. | | | | | | | | | | | | |  | | | | | | | | | | | | | Antigo silt |Silty and loamy|S93WI-078-| | | | | | | | | | |  loam: | deposits | 030-4 | E/B |12-15 | 98 | 98 | 94 | 82 | 76 | 44 | 17 | 10 | ---  NE1/4 SE1/4 | underlain by | 030-5 | B/E |15-19 | 99 | 99 | 94 | 78 | 72 | 46 | 20 | 14 | 21.2 sec. 20, T. | sandy outwash.| | | | | | | | | | | |  30 N., R. 13 | | | | | | | | | | | | |  E. | | | | | | | | | | | | |  | | | | | | | | | | | | | Frechette loam:|Dominantly |S96WI-078-| | | | | | | | | | |  SE1/4 SW1/4 | calcareous, | 735-3,4 |Bw1,Bw2| 3-14 | 92 | 92 | 83 | 35 | 31 | 24 | 11 | 6 | 19.7 sec. 25, T. 29| loamy glacial | 735-6 | B/E |18-33 | 97 | 96 | 91 | 59 | 53 | 38 | 20 | 15 | 22.0 N., R. 15 E. | till. | 735-9 | C |72-90 | 95 | 92 | 82 | 35 | 29 | 15 | 5 | 2 | 12.9 | | | | | | | | | | | | | Frechette sandy|Dominantly |S96WI-078-| | | | | | | | | | |  loam: | calcareous, | 736-4 | Bw2 | 7-15 | 96 | 94 | 86 | 29 | 26 | 18 | 8 | 3 | 15.3 NE1/4 SE1/4 | loamy glacial | 736-6 | B/E1 |26-37 | 98 | 96 | 87 | 36 | 32 | 24 | 14 | 9 | 16.9 sec. 31, T. | till. | 736-8 | Bt |52-70 | 96 | 93 | 80 | 32 | 28 | 19 | 9 | 6 | 14.7 28 N., R. 15 | | | | | | | | | | | | |  E. | | | | | | | | | | | | |  | | | | | | | | | | | | | Frechette loam:|Dominantly |S96WI-078-| | | | | | | | | | |  NE1/4 SW1/4 | calcareous, | 737-2,3 |Bw1,Bw2| 4-12 | 93 | 90 | 82 | 42 | 33 | 17 | 6 | 3 | 18.4 sec. 8, T. 30 | loamy glacial | 737-5 | B/E1 |18-30 | 98 | 96 | 84 | 34 | 30 | 20 | 10 | 8 | 14.7 N., R. 16 E. | till. | 737-8 | C |63-80 | 96 | 93 | 80 | 30 | 26 | 15 | 4 | 3 | 11.6 | | | | | | | | | | | | | Frechette sandy|Dominantly |S94WI-078-| | | | | | | | | | |  loam: | calcareous, | 395-4 | E/B |12-21 | 98 | 96 | 89 | 39 | 30 | 26 | 9 | 5 | 11.4 SW1/4 SW1/4 | loamy glacial | 395-6 | Bt |30-51 | 98 | 97 | 89 | 48 | 46 | 35 | 20 | 12 | 19.3 sec. 31, T. | till. | 395-7 | C |51-75 | 92 | 90 | 83 | 48 | 43 | 31 | 15 | 8 | 16.7 28 N., R. 15 | | | | | | | | | | | | |  E. | | | | | | | | | | | | |  | | | | | | | | | | | | |  See footnote at end of table.
Table 24.--Engineering Index Test Data--Continued _______________________________________________________________________________________________________________

 | | | | | Percentage | Percentage smaller |  | | | | | passing sieve--* | than--* |  _______________________________________________  Soil name and | Parent | Report |Horizon|Depth | | | | | | | | | LL  location | material | number | | | No. | No. | No. | No. |0.05 |0.02 |0.005|0.002|  | | | | | 4 | 10 | 40 | 200 | mm | mm | mm | mm | _______________________________________________________________________________________________________________ | | | | In | | | | | | | | | Pct  | | | | | | | | | | | | | Frechette sandy|Dominantly |S94WI-078-| | | | | | | | | | |  loam: | calcareous, | 268-5 | Bs2 | 7-15 | 94 | 93 | 87 | 38 | 33 | 22 | 8 | 5 | 16.1 NE1/4 NE1/4 | loamy glacial | 268-8 | Bt1 |29-42 | 99 | 98 | 90 | 52 | 48 | 38 | 19 | 13 | 20.4 sec. 35, T. | till. | 268-10 | C |53-90 | 99 | 98 | 93 | 58 | 51 | 33 | 9 | 4 | 16.2 29 N., R. 16 | | | | | | | | | | | | |  E. | | | | | | | | | | | | |  | | | | | | | | | | | | | Grayling sand: |Sandy deposits |S93WI-078-| | | | | | | | | | |  SW1/4 SW1/4 | | 150-4,5 |Bw1,Bw2| 5-11 | 100 | 100 | 86 | 6 | 6 | 6 | 4 | 2 | ---  sec. 24, T. 28| | 150-8 | C2 |47-61 | 100 | 100 | 87 | 1 | 1 | 1 | 1 | 1 | ---  N., R. 16 E. | | | | | | | | | | | | |  | | | | | | | | | | | | | Kennan loam: |Loamy deposits |S93WI-078-| | | | | | | | | | |  NW1/4 SE1/4 | and the | 016-7 | B/E |21-36 | 91 | 87 | 68 | 23 | 21 | 17 | 10 | 7 | ---  sec. 31, T. 30| underlying | 016-9 | C |52-82 | 87 | 83 | 62 | 15 | 13 | 10 | 7 | 5 | ---  N., R. 13 E. | loamy or sandy| | | | | | | | | | | |  | glacial till. | | | | | | | | | | | |  | | | | | | | | | | | | | Keshena loam: |Dominantly |S96WI-078-| | | | | | | | | | |  NW1/4 SE1/4 | calcareous, | 733-2,3 |Bw1,Bw2| 3-12 | 95 | 92 | 86 | 43 | 37 | 25 | 12 | 6 | 19.6 sec. 5, T. 28 | loamy glacial | 733-6 | B/E2 |30-49 | 98 | 97 | 92 | 58 | 54 | 44 | 24 | 17 | 26.4 N., R. 16 E. | till. | 733-9 | C |75-144| 99 | 99 | 96 | 79 | 77 | 65 | 32 | 17 | 33.4 | | | | | | | | | | | | | Lablatz loam: |Dominantly |S94WI-078-| | | | | | | | | | |  SW1/4 NE1/4 | calcareous, | 316-4,5 |Bs1,Bs2| 4-12 | 95 | 93 | 87 | 50 | 43 | 28 | 11 | 7 | 28.8 sec. 36, T. 29| loamy glacial | 316-8 | Bt1 |23-32 | 99 | 98 | 92 | 51 | 48 | 36 | 19 | 13 | 23.0 N., R. 16 E. | till. | 316-10 | C |41-62 | 93 | 90 | 82 | 52 | 47 | 35 | 10 | 6 | 14.4 | | | | | | | | | | | | | Neconish fine |Sandy deposits |S94WI-078-| | | | | | | | | | |  sand: | | 420-3,4 |Bs1,Bs2| 4-11 | 100 | 100 | 98 | 21 | 11 | 8 | 5 | 4 | ---  SE1/4 SE1/4 | | 420-6 | BC |30-36 | 100 | 100 | 98 | 16 | 5 | 2 | 2 | 1 | 17.6 sec. 33, T. | | 420-8 | C2 |50-61 | 100 | 100 | 97 | 10 | 4 | 2 | 1 | 1 | 18.8 29 N., R. 16 | | | | | | | | | | | | |  E. | | | | | | | | | | | | |  | | | | | | | | | | | | | Neopit loam: |Loamy deposits |S93WI-078-| | | | | | | | | | |  NW1/4 SE1/4 | and the | 099-4 | E |12-15 | 99 | 98 | 89 | 61 | 55 | 32 | 10 | 5 | ---  sec. 31, T. 30| underlying | 099-6 | B/E1 |21-27 | 99 | 98 | 88 | 53 | 46 | 31 | 15 | 10 | 19.8 N., R. 13 E. | loamy or sandy| 099-8 | B/E3 |37-68 | 93 | 90 | 75 | 31 | 26 | 17 | 10 | 6 | ---  | glacial till. | | | | | | | | | | | |  | | | | | | | | | | | | |  See footnote at end of table.
Table 24.--Engineering Index Test Data--Continued _______________________________________________________________________________________________________________

 | | | | | Percentage | Percentage smaller |  | | | | | passing sieve--* | than--* |  _______________________________________________  Soil name and | Parent | Report |Horizon|Depth | | | | | | | | | LL  location | material | number | | | No. | No. | No. | No. |0.05 |0.02 |0.005|0.002|  | | | | | 4 | 10 | 40 | 200 | mm | mm | mm | mm | _______________________________________________________________________________________________________________ | | | | In | | | | | | | | | Pct  | | | | | | | | | | | | | Noseum fine |Loamy deposits |S93WI-078-| | | | | | | | | | |  sandy loam: | underlain by | 151-3,4 |Bs1,Bs2| 3-14 | 96 | 96 | 94 | 42 | 33 | 21 | 11 | 8 | ---  SE1/4 NW1/4 | sandy outwash.| 151-6,7 |2BC1, | | | | | | | | | |  sec. 34, T. | | | 2BC2 |19-27 | 100 | 100 | 100 | 28 | 13 | 4 | 3 | 1 | ---  30 N., R. 13 | | 151-10 | 2C2 |44-70 | 100 | 100 | 100 | 6 | 3 | 2 | 2 | 1 | ---  E. | | | | | | | | | | | | |  | | | | | | | | | | | | | Padus fine |Loamy deposits |S93WI-078-| | | | | | | | | | |  sandy loam: | underlain by | 075-5 | E/B |13-19 | 97 | 96 | 84 | 45 | 39 | 23 | 9 | 6 | ---  NE1/4 NW1/4 | sandy outwash.| 075-7 | Bt |22-29 | 94 | 91 | 71 | 27 | 26 | 18 | 10 | 7 | ---  sec. 33, T. | | | | | | | | | | | | |  30 N., R. 13 | | | | | | | | | | | | |  E. | | | | | | | | | | | | |  | | | | | | | | | | | | | Pecore loam: |Loamy deposits |S96WI-078-| | | | | | | | | | |  NE1/4 SE1/4 | underlain by | 643-2,3 |Bw1,Bw2| 2-10 | 98 | 97 | 91 | 55 | 51 | 36 | 14 | 6 | 20. sec. 5, T. 28 | calcareous, | 643-6 | Bt1 |27-37 | 99 | 99 | 97 | 74 | 70 | 57 | 36 | 26 | 38. N., R. 16 E. | sandy outwash.| 643-8 | 2C |47-62 | 99 | 97 | 91 | 3 | 1 | 1 | 1 | 1 | ---  | | | | | | | | | | | | | Perote loam: |Loamy deposits |S96WI-078-| | | | | | | | | | |  NW1/4 NE1/4 | underlain by | 642-3 | Bw2 | 4-11 | 96 | 95 | 89 | 45 | 37 | 23 | 10 | 6 | 19. sec. 29, T. 29| calcareous, | 642-5 | B/E |16-29 | 100 | 99 | 95 | 58 | 52 | 39 | 23 | 17 | 23. N., R. 16 E. | sandy outwash.| 642-8 | 2C |51-62 | 88 | 86 | 62 | 2 | 2 | 1 | 1 | 1 | ---  | | | | | | | | | | | | | Peshtigo loam: |Dominantly |S94WI-078-| | | | | | | | | | |  NW1/4 NW1/4 | calcareous, | 397-2 | E | 5-11 | 84 | 81 | 71 | 39 | 37 | 26 | 12 | 7 | 19. sec. 31, T. 28| loamy glacial | 397-5 | Bt1 |29-46 | 99 | 99 | 95 | 69 | 67 | 62 | 41 | 28 | 35. N., R. 16 E. | till. | | | | | | | | | | | |  | | | | | | | | | | | | | Shawano fine |Sandy deposits |S93WI-078-| | | | | | | | | | |  sand: | | 183-5 | Bw2 |11-26 | 100 | 100 | 96 | 14 | 9 | 6 | 4 | 3 | ---  SW1/4 SE1/4 | | 183-7 | C |31-61 | 100 | 100 | 98 | 10 | 3 | 2 | 1 | 1 | ---  sec. 34, T. | | | | | | | | | | | | |  28 N., R. 16 | | | | | | | | | | | | |  E. | | | | | | | | | | | | |  | | | | | | | | | | | | | Tilleda sandy |Dominantly |S94WI-078-| | | | | | | | | | |  loam: | calcareous, | 391-3 | E/B |10-17 | 99 | 98 | 90 | 41 | 37 | 29 | 16 | 10 | 13. NW1/4 NW1/4 | loamy glacial | 391-6 | Bt2 |40-53 | 99 | 98 | 93 | 59 | 57 | 52 | 31 | 22 | 27. sec. 31, T. | till. | 391-7 | C |53-75 | 96 | 94 | 88 | 56 | 50 | 43 | 23 | 13 | 20. 28 N., R. 16 | | | | | | | | | | | | |  E. | | | | | | | | | | | | |  | | | | | | | | | | | | |  See footnote at end of table.
Table 24.--Engineering Index Test Data--Continued _______________________________________________________________________________________________________________

 | | | | | Percentage | Percentage smaller |  | | | | | passing sieve--* | than--* |  _______________________________________________  Soil name and | Parent | Report |Horizon|Depth | | | | | | | | | LL  location | material | number | | | No. | No. | No. | No. |0.05 |0.02 |0.005|0.002|  | | | | | 4 | 10 | 40 | 200 | mm | mm | mm | mm | _______________________________________________________________________________________________________________ | | | | In | | | | | | | | | Pct  | | | | | | | | | | | | | Tourtillotte |Sandy deposits |S96WI-078-| | | | | | | | | | |  fine sand: | underlain by | 644-4 | Bw2 | 6-18 | 99 | 98 | 92 | 20 | 16 | 11 | 5 | 4 | ---  NE1/4 SE1/4 | silty, loamy, | 644-7 | C1 |33-52 | 97 | 96 | 91 | 3 | 2 | 1 | 1 | 1 | ---  sec. 29, T. | and sandy | 644-9 | 2C3 |56-71 | 100 | 100 | 98 | 83 | 70 | 32 | 8 | 4 | 21. 29 N., R. 16 | lacustrine | 644-10 | 2C4 |71-83 | 100 | 100 | 99 | 37 | 15 | 4 | 2 | 2 | 20. E. | sediment. | | | | | | | | | | | |  | | | | | | | | | | | | | _______________________________________________________________________________________________________________ * Mechanical analysis according to the AASHTO Designation T88-57. Results from this procedure can differ sresults obtained by the soil survey procedure of the Natural Resources Conservation Service (NRCS). In the AASfine material is analyzed by hydrometer method and the various grain-size fractions are calculated on the basito and including that 3 inches in diameter. In the NRCS soil survey procedure, the fine material is analyzed by and the material coarser than 2 millimeters in diameter is excluded from the calculation of grain-size fractioanalysis data used in this table are not suitable for use in naming textural classes of soils.
Menominee County, Wisconsin 435

Table 25.--Classification of the Soils

(An asterisk in the first column indicates a taxadjunct to the series. See text for a description of those

 characteristics that are outside the range of the series)

__________________________________________________________________________________________________________________________

 |

 Soil name | Family or higher taxonomic class

 | __________________________________________________________________________________________________________________________

 |

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

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

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

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

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

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

 Crex---------------------|Mixed, frigid Oxyaquic Udipsamments

 Cromwell-----------------|Sandy, mixed, frigid Typic Dystrudepts

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

 Frechette----------------|Coarse-loamy, mixed, active, frigid Typic Glossudalfs

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

 Ingalls------------------|Sandy over loamy, mixed, active, frigid Typic Endoaquods

 Iosco--------------------|Sandy over loamy, mixed, active, frigid Argic Endoaquods

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

*Karlin-------------------|Sandy, mixed, frigid Entic Haplorthods

*Kennan-------------------|Coarse-loamy, mixed, superactive, frigid Haplic Glossudalfs

 Keshena------------------|Fine-loamy, mixed, active, frigid Oxyaquic Glossudalfs

 Lablatz------------------|Coarse-loamy, mixed, active, frigid Alfic Epiaquods

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

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

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

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

 Menominee----------------|Sandy over loamy, mixed, active, frigid Alfic Haplorthods

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

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

 | Endoaquepts

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

 Morganlake---------------|Sandy over loamy, mixed, active, frigid Alfic Oxyaquic Haplorthods

 Moshawquit---------------|Loamy, mixed, active, frigid Arenic Glossudalfs

 Neconish-----------------|Sandy, isotic, frigid Oxyaquic Haplorthods

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

 Noseum-------------------|Sandy, isotic, frigid Oxyaquic Haplorthods

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

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

 Pecore-------------------|Fine-loamy, mixed, active, frigid Haplic Glossudalfs

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

 Perote-------------------|Coarse-loamy, mixed, active, frigid Haplic Glossudalfs

 Peshtigo-----------------|Fine-loamy, mixed, active, frigid Aquic Glossudalfs

 Rabe---------------------|Loamy, mixed, active, frigid Arenic Glossudalfs

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

 Roscommon----------------|Mixed, frigid Mollic Psammaquents

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

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

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

 Shawano------------------|Mixed, frigid Typic Udipsamments

 Sunia--------------------|Mixed, frigid Oxyaquic Udipsamments

 Tilleda------------------|Fine-loamy, mixed, active, frigid Haplic Glossudalfs

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

 Tourtillotte-------------|Mixed, frigid Oxyaquic Udipsamments

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

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

 Wainola------------------|Sandy, mixed, frigid Typic Endoaquods

 Wayka--------------------|Coarse-loamy, isotic, frigid Typic Epiaquods

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

 Wormet-------------------|Sandy, mixed, frigid Typic Endoaquods

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

 | __________________________________________________________________________________________________________________________