In cooperation with

Michigan Department of

Agriculture, Michigan

Agricultural Experiment

Station, Michigan State

University Extension, and

Michigan Technological

University

Soil Survey of

Keweenaw

County Area,

Michigan

Natural

Resources

Conservation

Service

United States

Department of

Agriculture

General Soil Map

The general soil map, which is a color map, shows the survey area divided into

groups of associated soils called general soil map units. This map is useful in planning

the use and management of large areas.

To find information about your area of interest, locate that area on the map, identify

the name of the map unit in the area on the color-coded map legend, then refer to the

section General Soil Map Units for a general description of the soils in your area.

Detailed Soil Maps

The detailed 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 detailed

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

your specific needs.

i

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

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

ii

National Cooperative Soil Survey

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

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

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

Resources Conservation Service (formerly the Soil Conservation Service) has

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

made cooperatively by the Natural Resources Conservation Service, the Michigan

Department of Agriculture, the Michigan Agricultural Experiment Station, Michigan State

University Extension, and Michigan Technological University. The survey is part of the

technical assistance furnished to the Houghton-Keweenaw County Soil and Water

Conservation District. The Keweenaw County Board of Commissioners provided financial

assistance.

Major fieldwork for this soil survey was completed in 2002. Soil names and

descriptions were approved in 2003. Unless otherwise indicated, statements in this

publication refer to conditions in the survey area in 2002. The most current official data

are available on the Internet.

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

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

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

larger scale.

Nondiscrimination Statement

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

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

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

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

individual’s income is derived from any public assistance program. (Not all prohibited

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

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

contact USDA’s TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint

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

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

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

Cover Photo Caption

An Area of Arcadian-Michigamme-Rock outcrop complex, 35 to 70 percent slopes,

extremely bouldery, overlooking Lake Superior and the Village of Copper Harbor on the

left and Lake Fanny Hooe on the right.
iii

Contents

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

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

General Nature of the Survey Area .............................................................................. 1

History and Development ......................................................................................... 1

Climate ..................................................................................................................... 3

Lakes and Streams .................................................................................................. 4

Physiography and Geology ...................................................................................... 4

How This Survey Was Made ........................................................................................ 8

General Soil Map Units ............................................................................................ 11

1. Arcadian-Michigamme-Rock Outcrop Association ........................................ 11

2. Arcadian-Nipissing-Rock Outcrop Association .............................................. 13

3. Montreal-Paavola-Gratiot Association ........................................................... 14

4. Skanee-Munising-Gay Association ................................................................ 16

5. Dawson-Au Gres-Croswell Association ......................................................... 18

6. Lupton-Tawas-Deford Association ................................................................. 19

7. Montreal-Paavola-Arcadian Association ........................................................ 21

8. Garlic-Waiska-Alcona Association ................................................................. 23

9. Munising-Yalmer-Garlic Association .............................................................. 25

10. Deer Park-Rubicon-Croswell Association ...................................................... 26

Detailed Soil Map Units ........................................................................................... 29

2—Lupton and Tawas soils, 0 to 1 percent slopes ................................................. 30

3—Dawson and Loxley soils, 0 to 1 percent slopes ............................................... 31

6—Skandia-Burt complex, 0 to 2 percent slopes ................................................... 33

10—Cathro-Sabattis complex, 0 to 2 percent slopes, stony .................................. 34

13—Tawas-Deford complex, 0 to 4 percent slopes ................................................ 35

15B—Dawson-Croswell complex, 0 to 8 percent slopes ........................................ 37

20E—Rock outcrop, gently sloping to steep .......................................................... 38

21G—Rock outcrop-Arcadian complex, 40 to 90 percent slopes, extremely

bouldery........................................................................................................... 39

39A—Betsy Bay-Burt-Deford complex, 0 to 3 percent slopes................................ 40

47A—Zeba-Jacobsville complex, 0 to 3 percent slopes, stony .............................. 42

51C—Arcadian-Nipissing-Rock outcrop complex, dissected, 1 to 12 percent

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

51E—Arcadian-Nipissing-Rock outcrop complex, dissected, 8 to 35 percent

slopes, very stony ............................................................................................ 45

52C—Arcadian-Dishno-Rock outcrop complex, dissected, 1 to 12 percent

slopes, very bouldery ...................................................................................... 46

52E—Arcadian-Dishno-Rock outcrop complex, dissected, 8 to 35 percent

slopes, very bouldery ...................................................................................... 48

53E—Arcadian-Michigamme-Rock outcrop complex, 8 to 35 percent slopes,

extremely bouldery .......................................................................................... 49

53F—Arcadian-Michigamme-Rock outcrop complex, 35 to 70 percent slopes,

extremely bouldery .......................................................................................... 51

55B—Chocolay very cobbly fine sandy loam, 1 to 8 percent slopes, very

flaggy ............................................................................................................... 52
iv

100B—Waiska cobbly loamy sand, 0 to 8 percent slopes...................................... 53

100D—Waiska cobbly loamy sand, 8 to 15 percent slopes ................................... 54

102C—Waiska-Garlic complex, dissected, 1 to 12 percent slopes, very

bouldery........................................................................................................... 55

102E—Waiska-Garlic complex, dissected, 8 to 35 percent slopes, very

bouldery........................................................................................................... 57

102F—Waiska-Garlic complex, dissected, 15 to 60 percent slopes, very

bouldery........................................................................................................... 58

110B—Shelldrake-Croswell complex, 0 to 8 percent slopes .................................. 60

111B—Deer Park sand, 0 to 8 percent slopes ....................................................... 61

111D—Deer Park sand, 6 to 18 percent slopes ..................................................... 62

111E—Deer Park sand, 8 to 35 percent slopes ..................................................... 63

111F—Deer Park sand, 35 to 70 percent slopes ................................................... 64

112C—Deer Park-Croswell complex, 1 to 12 percent slopes ................................ 65

113C—Rubicon-Croswell complex, 1 to 12 percent slopes ................................... 66

120B—Garlic fine sand, 0 to 8 percent slopes ....................................................... 68

120D—Garlic fine sand, 8 to 15 percent slopes..................................................... 69

120E—Garlic fine sand, 15 to 35 percent slopes ................................................... 70

125A—Croswell-Au Gres complex, 0 to 3 percent slopes...................................... 71

126B—Au Gres-Deford-Croswell complex, 0 to 6 percent slopes .......................... 72

127A—Au Gres-Kinross complex, 0 to 3 percent slopes ....................................... 74

130C—Garlic-Alcona complex, dissected, 1 to 12 percent slopes ........................ 75

130E—Garlic-Alcona complex, dissected, 8 to 35 percent slopes ......................... 77

133C—Keweenaw-Garlic complex, 1 to 12 percent slopes ................................... 78

133E—Keweenaw-Garlic complex, 8 to 35 percent slopes .................................... 79

133F—Keweenaw-Garlic complex, 15 to 60 percent slopes .................................. 81

136B—Borgstrom-Ingalls complex, 0 to 6 percent slopes ..................................... 82

142C—Wallace-Rubicon complex, 1 to 12 percent slopes .................................... 84

142F—Wallace-Rubicon complex, 12 to 50 percent slopes ................................... 85

155C—Montreal-Paavola-Waiska complex, dissected, 1 to 12 percent slopes,

rocky, very bouldery......................................................................................... 86

155E—Montreal-Paavola-Waiska complex, dissected, 8 to 35 percent slopes,

rocky, very bouldery......................................................................................... 88

158A—Arnheim-Sturgeon-Pelkie complex, 0 to 3 percent slopes.......................... 90

161F—Trimountain-Lac La Belle-Waiska complex, dissected, 15 to 60 percent

slopes, rocky, very bouldery ............................................................................ 92

162F—Trimountain-Lac La Belle-Michigamme complex, dissected, 15 to 60

percent slopes, very rocky, extremely bouldery ............................................... 94

166B—Gratiot-Sabattis complex, 0 to 4 percent slopes, rocky, very bouldery ....... 96

173C—Montreal-Paavola-Dishno complex, dissected, 1 to 12 percent slopes,

very rocky, very bouldery ................................................................................. 97

173E—Montreal-Paavola-Dishno complex, dissected, 8 to 35 percent slopes,

very rocky, very bouldery ................................................................................. 99

174B—Montreal-Dishno-Gratiot complex, 0 to 8 percent slopes, rocky, very

bouldery......................................................................................................... 101

177A—Assinins sand, 0 to 4 percent slopes........................................................ 103

183C—Munising-Abbaye-Yalmer complex, dissected, 1 to 12 percent slopes,

stony .............................................................................................................. 104

183E—Munising-Abbaye-Yalmer complex, dissected, 8 to 35 percent slopes,

stony .............................................................................................................. 106

184C—Munising-Yalmer complex, dissected, 1 to 12 percent slopes .................. 108

184E—Munising-Yalmer complex, dissected, 8 to 35 percent slopes .................. 109

185B—Munising-Skanee complex, dissected, 1 to 8 percent slopes ................... 111

185C—Munising-Skanee complex, dissected, 4 to 18 percent slopes ................ 112
v

187A—Skanee-Gay complex, 0 to 3 percent slopes............................................ 114

192B—Nipissing-Arcadian-Rock outcrop complex, 0 to 8 percent slopes,

very stony ...................................................................................................... 115

194B—Copper Harbor extremely gravelly sandy loam, 0 to 4 percent slopes,

very stony ...................................................................................................... 116

195B—Copper Harbor-Bete Grise complex, 0 to 4 percent slopes, stony ........... 118

196B—Bete Grise-Tawas complex, 0 to 4 percent slopes, stony ......................... 119

301—Udorthents-Udipsamments, nearly level to very steep ............................... 121

302—Histosols and Aquents, ponded .................................................................. 121

303—Aquents and Dumps, stamp sand .............................................................. 122

310—Dumps, mine .............................................................................................. 122

311—Dumps, stamp sand.................................................................................... 123

312—Pits, borrow................................................................................................. 123

313—Dumps, sawdust ......................................................................................... 123

Use and Management of the Soils ........................................................................ 125

Interpretive Ratings .............................................................................................. 125

Rating Class Terms.......................................................................................... 125

Numerical Ratings ........................................................................................... 125

Crops and Pasture ............................................................................................... 126

Land Capability Classification .......................................................................... 128

Prime Farmland ............................................................................................... 129

Hydric Soils .......................................................................................................... 130

Woodland Productivity and Management............................................................. 132

Forest Habitat Types ........................................................................................ 134

Plant Communities on Selected Soils .............................................................. 136

Windbreaks and Environmental Plantings............................................................ 136

Recreation............................................................................................................ 137

Wildlife Habitat ..................................................................................................... 139

Engineering .......................................................................................................... 141

Building Site Development ............................................................................... 141

Sanitary Facilities............................................................................................. 143

Construction Materials ..................................................................................... 145

Water Management ......................................................................................... 146

Soil Properties ........................................................................................................ 149

Engineering Index Properties ............................................................................... 149

Physical Properties .............................................................................................. 150

Chemical Properties ............................................................................................ 151

Water Features .................................................................................................... 152

Soil Features ........................................................................................................ 154

Characterization Data for Selected Soils ............................................................. 155

Classification of the Soils ..................................................................................... 157

Soil Series and Their Morphology ........................................................................ 157

Abbaye Series ................................................................................................. 158

Alcona Series .................................................................................................. 158

Arcadian Series ............................................................................................... 160

Arnheim Series ................................................................................................ 160

Assinins Series ................................................................................................ 160

Au Gres Series ................................................................................................ 161

Bete Grise Series ............................................................................................ 162

Betsy Bay Series ............................................................................................. 163

Borgstrom Series ............................................................................................. 163

Burt Series ....................................................................................................... 164

Cathro Series................................................................................................... 165

Chocolay Series............................................................................................... 165
vi

Copper Harbor Series ...................................................................................... 166

Croswell Series ................................................................................................ 166

Dawson Series ................................................................................................ 167

Deer Park Series ............................................................................................. 168

Deford Series ................................................................................................... 168

Dishno Series .................................................................................................. 168

Garlic Series .................................................................................................... 169

Gay Series ....................................................................................................... 170

Gratiot Series................................................................................................... 171

Ingalls Series ................................................................................................... 172

Jacobsville Series ............................................................................................ 173

Keweenaw Series ............................................................................................ 173

Kinross Series ................................................................................................. 174

Lac La Belle Series .......................................................................................... 175

Loxley Series ................................................................................................... 176

Lupton Series .................................................................................................. 176

Michigamme Series ......................................................................................... 177

Montreal Series ............................................................................................... 177

Munising Series ............................................................................................... 178

Nipissing Series ............................................................................................... 180

Paavola Series ................................................................................................. 180

Pelkie Series .................................................................................................... 181

Rubicon Series ................................................................................................ 182

Sabattis Series ................................................................................................ 182

Shelldrake Series............................................................................................. 183

Skandia Series ................................................................................................ 183

Skanee Series ................................................................................................. 184

Sturgeon Series ............................................................................................... 184

Tawas Series ................................................................................................... 185

Trimountain Series ........................................................................................... 186

Waiska Series .................................................................................................. 187

Wallace Series ................................................................................................. 187

Yalmer Series................................................................................................... 190

Zeba Series ..................................................................................................... 190

Formation of the Soils ........................................................................................... 193

Factors of Soil Formation ..................................................................................... 193

Parent Material ................................................................................................ 193

Plant and Animal life ........................................................................................ 194

Climate ............................................................................................................ 194

Relief ............................................................................................................... 195

Time ................................................................................................................. 195

Processes of Soil Formation ................................................................................ 195

References .............................................................................................................. 197

Glossary .................................................................................................................. 199

Tables ...................................................................................................................... 211

Table 1.—Temperature and Precipitation ............................................................. 212

Table 2.—Freeze Dates in Spring and Fall ........................................................... 213

Table 3.—Growing Season .................................................................................. 213

Table 4.—Acreage and Proportionate Extent of the Soils .................................... 214

Table 5.—Woodland Management and Productivity............................................. 216

Table 6.—Equipment Limitations on Woodland .................................................... 238

Table 7.—Plant Communities on Selected Soils .................................................. 252

Table 8.—Windbreaks and Environmental Plantings............................................ 279

Table 9a.—Recreational Development ................................................................. 292
vii

Table 9b.—Recreational Development ................................................................. 306

Table 10.—Wildlife Habitat ................................................................................... 320

Table 11a.—Building Site Development ............................................................... 329

Table 11b.—Building Site Development ............................................................... 343

Table 12a.—Sanitary Facilities ............................................................................. 359

Table 12b.—Sanitary Facilities ............................................................................. 377

Table 13a.—Construction Materials ..................................................................... 393

Table 13b.—Construction Materials ..................................................................... 412

Table 14a.—Water Management .......................................................................... 423

Table 14b.—Water Management .......................................................................... 440

Table 15.—Engineering Index Properties ............................................................. 454

Table 16.—Physical Properties of the Soils ......................................................... 516

Table 17.—Chemical Properties of the Soils ........................................................ 533

Table 18.—Soil Moisture Status by Depth ............................................................ 550

Table 19.—Water Features .................................................................................. 569

Table 20.—Soil Features ...................................................................................... 585

Table 21.—Classification of the Soils ................................................................... 594

Interpretive Groups ................................................................................................ 595

Issued 2006

ix

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

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

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

selected land uses on the environment.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

regulations.

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

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

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

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

underground installations.

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

survey. Broad areas of soils are shown on the general soil map. The location of each

soil is shown on the detailed soil maps. Each soil in the survey area is described, and

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

information are available at the local office of the Natural Resources Conservation

Service or the Cooperative Extension Service.

Ronald Williams

State Conservationist

Natural Resources Conservation Service

Foreword

1

KEWEENAW COUNTY is in the northwestern tip of Michigan’s Upper Peninsula (fig. 1). It

is bordered on the south by Houghton County. The Isle Royale archipelago in

northwestern Lake Superior is not included in this survey. The survey area has an area

of 365 square miles, or about 237,453 acres. Eagle River is the county seat of

Keweenaw County. The population concentration is in the southern part of Allouez

Township. In 2000, the population of Keweenaw County was 2,301. Most income is

derived from employment in education, government services, tourism, and retail trade.

Timber management and recreation are large economic enterprises in the county.

Soil scientists have determined that there are about 46 kinds of soil in the survey

area. The soils range widely in natural drainage, slope, depth, and other

characteristics.

The undulating to steep soils in the survey area are dominantly well drained to

moderately well drained and are shallow to deep over bedrock. The level and nearly

level soils are dominantly very deep and somewhat poorly drained to very poorly

drained. Textures range from sand to loam. Erosion generally is a severe hazard in

unprotected areas, and measures are needed to control erosion and minimize

sedimentation in lakes and streams. In most areas the soil resource is used for forest

products. The well drained soils, which make up about one-third of the county, are

used for recreation and building site development.

General Nature of the Survey Area

This section provides general information about the survey area. It describes history

and development, climate, lakes and streams, and physiography and geology.

History and Development

Keweenaw County has a history dating back before the arrival of European settlers.

There is evidence of past Native American activity in the area, including villages, burial

grounds, camps, mounds, and mining pits. The Native Americans in Keweenaw County

have been predominantly the Chippewa and Ojibway peoples. Most of their early

settlements and structures were located near the Gratiot, Montreal, and Tobacco

Soil Survey of

Keweenaw County Area,

Michigan

By Stephen W. Tardy, Natural Resources Conservation Service

Fieldwork by Ken Wikgren and Stephen Tardy, Natural Resources

Conservation Service

United States Department of Agriculture, Natural Resources Conservation

Service, in cooperation with the Michigan Department of Agriculture,

Michigan Agricultural Experiment Station, Michigan State University

Extension, and Michigan Technological University
2 Soil Survey of

Rivers and Lake Superior. They established the first routes in the county in the form of

trails, paths, and portages, which connected their activities. These activities included

the mining of copper in shallow excavations in surface deposits for local use and trade

abroad. Many of these same routes serve as roads and highways in Keweenaw

County today. The area was referred to by the Native people as “Kee-wee-naw,”

meaning the crossing or portage. The Keweenaw Peninsula was used as a shorter

route from the presentday Keweenaw Bay to western Lake Superior. The 1836 Treaty

of Washington and the 1842 Treaty of La Pointe ceded some 30,000 square miles of

land rights to the United States Government. This treaty included all land in Keweenaw

County, which was then part of the Wisconsin Territory.

The first attempts by Europeans to visit the area were made by the French around

1614. In 1730, following reports of copper ore deposits in the area, French

businessmen from the East Coast and southern Michigan tried but failed to make a

profit in copper extraction. Michigan became a State in 1837, thereby gaining control of

the Upper Peninsula. After Douglas Houghton surveyed the area in 1840 and

confirmed the presence of copper, there was an influx of settlers. In 1843, a land office

was established in Copper Harbor. With the issuing of the first mineral leases that

same year, the modern mining era began.

The earliest successful commercial mining took place in 1844 at Fort Wilkins and in

1845 at the Cliff Mine south of Eagle River. With the growth of the mining industry

came the need for transportation of mineral ore, timber, and supplies for workers and

their families. Eagle River, Copper Harbor, and Eagle Harbor served as the first

shipping ports for minerals and supplies for nearby mines.

The current boundaries of Keweenaw County were established on March 11, 1861.

In the years immediately following the Civil War, the lakes, rivers, and streams of

Keweenaw County served as highways for the transportation of copper and lumber out

Figure 1.—Location of the survey area in Michigan.
Keweenaw County Area, Michigan 3

of the county to sawmills on Portage Lake in Houghton County. By 1873, narrowgauge railroads served the mining and lumbering industry and related settlements

south of Keweenaw County.

The bulk of the mining took place from 1870 to 1930. Mining served as the main

economic enterprise until the 1930s, when mines south of Keweenaw County

supplanted the local mining industry. Timber management and harvesting, along with

the more recent tourist and recreational industry, continue to be major enterprises in

the county.

The first census of population, in 1870, showed 4,205 residents in Keweenaw

County. From 1845 to 1910, the population grew at a steady pace until it peaked at

7,156 residents in 1910. After 1910, mines started to close and the population growth

reversed. The population decreased by an average of 70 individuals per year until

1990, when a low of 1,701 residents was recorded. In more recent years, tourism,

recreation, and retirement settlement have reversed this trend.

Forest fires in the 1900s prompted the private land companies and the Public

Domain Commission to institute fire patrols and other conservation measures. From

1933 to 1941, conservation measures were applied in conjunction with the Civilian

Conservation Camps. This program contributed much of the local park system,

reforestation, recreation, and lodging facilities available to the public.

Climate

Table 1 gives data on temperature and precipitation for the survey area as recorded

at Houghton, Michigan, in the period 1971 to 2000. Table 2 shows probable dates of

the first freeze in fall and the last freeze in spring. Table 3 provides data on length of

the growing season.

In winter, the average temperature is 17.3 degrees F and the average daily

minimum temperature is 11.2 degrees. The lowest temperature on record, which

occurred at Houghton on January 21, 1984, was -26 degrees. In summer, the average

temperature is 63.4 degrees and the average daily maximum temperature is 73.1

degrees. The highest temperature, which occurred at Houghton on July 7, 1988, was

102 degrees.

Growing degree days are shown in table 1. They are equivalent to “heat units.”

During the month, growing degree days accumulate by the amount that the average

temperature each day exceeds a base temperature (40 degrees F). The normal

monthly accumulation is used to schedule single or successive plantings of a crop

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

The average annual total precipitation is 33.68 inches. Of this total, 14.28 inches, or

about 42 percent, usually falls in May through September. The growing season for

most crops falls within this period. The heaviest 1-day rainfall during the period of

record was 3.23 inches on August 30, 1995. Thunderstorms occur on about 29 days

each year, and most occur between June and September.

The average seasonal snowfall is 218.5 inches. The greatest snow depth at any one

time was 57 inches recorded on January 27, 1957. On average, 148 days per year

have at least 1 inch of snow on the ground. The heaviest 1-day snowfall on record was

26.5 inches recorded on January 18, 1996.

The average relative humidity in midafternoon is about 55 percent in May and

nearly 75 percent in December. Humidity is higher at night, and the average at dawn is

about 80 percent in most months, except from June to September, when it is nearly 90

percent. The sun shines 60 percent of the time possible in summer and 34 percent in

winter. The prevailing wind is from the northwest for much of the year, but it is from the

south during much of the summer. Average windspeed is highest, around 12 miles per

hour, during March and April.
4 Soil Survey of

Lakes and Streams

There are three watersheds in the survey area. These are the Gratiot, Montreal, and

Tobacco Rivers, which drain into Lake Superior. The Gratiot watershed is in the

southwest corner of Keweenaw County, north of Ahmeek and Mohawk. The Montreal

watershed is in the east-central part of the county from the settlement of Delaware to

Bete Grise Bay. The Tobacco watershed encompasses the area south and east of

Mohawk in Sherman Township and ends by the Village of Gay in the southwest corner

of Keweenaw County. Other waterways are the Trap Rock River, the Betsy River, the

Silver River, Squatters Creek, Jacobs Creek, and Black Creek.

There are about 10,158 acres of water in Keweenaw County. The three largest lakes

are Gratiot Lake, Lake Medora, and Lac La Belle. Gratiot Lake and Lake Medora are

landlocked, and Lac La Belle, to the east, is connected to Lake Superior and

Keweenaw Bay by a short canal (fig. 2).

Physiography and Geology

The topography of the survey area is dramatic, characterized by steep bedrock

cliffs, ridges, and dissected moraines occurring in stark contrast to Lake Superior and

various inland lakes, swamps, and marshes. Elevation ranges from 1,540 feet above

sea level to 597 feet above sea level at the Lake Superior shore. The physiography of

the region is the result of continental glaciation (strongly influenced by the bedrock)

and the subsequent deposition of soil parent materials by ice, water, wind, and gravity.

Figure 2.—Typical building site development along Lac La Belle.
Keweenaw County Area, Michigan 5

Bedrock geology consists of five major stratigraphic units: the Portage Lake Lava

Series, Copper Harbor conglomerate, Nonesuch shale, Freda sandstone, and

Jacobsville sandstone (fig. 3).

The Portage Lake Lava Series is of Middle Keweenawan age. It consists primarily of

basalt and andesite lava flows interbedded with conglomerates. Copper has filled

cavities in the series, forming the largest deposit of native copper in the world. The

Copper Harbor conglomerate overlies the Portage Lake Lava Series. The Nonesuch

shale and Freda sandstone are of Late Keweenawan age and overlie the Copper

Harbor conglomerate.

The Jacobsville sandstone is generally considered to be Early and Middle

Cambrian in age. It consists of feldspathic and quartzose sandstone with layers of

shale and conglomerate. Along the Lake Superior shore at Point Isabelle, cliffs of

Jacobsville sandstone exhibit beautiful red and white streaks resulting from oxidation,

reduction, and leaching of iron.

The Keweenawan rocks represent sequences of lava flows, erosion, and

sedimentation. They were folded to form the Lake Superior Syncline. The crust sagged

as material accumulated, tilting the rock layers, which now dip downward from the

Keweenaw Peninsula to the northwest under Lake Superior and reemerge on Isle

Royale to form a mirror image of the tilted bedrock. Faults developed as the outer

layers were thrust up. The Keweenaw Fault is a major reverse fault that separates the

Portage Lake Lava Series from the more or less flat-lying Jacobsville sandstone. The

highland on the upthrust side of the Keweenaw Fault comprises the Copper Range.

The rugged hills of the Copper Range, including Brockway Mountain, Mount

Bohemia, and Mount Lookout, are characterized by bedrock escarpments on the

southeast faces, where the edges have been beveled by erosion, and gentler slopes to

the northwest as the rocks dip into the Lake Superior Syncline. Differential rates of

erosion have allowed stream valleys and depressions to be cut into the exposed edges

of the softer layers while the more resistant layers remained to form long, parallel

ridges that extend the length of the Keweenaw Peninsula.

During the Pleistocene Ice Age, Keweenaw County was repeatedly covered by

glacial ice. The glacial landforms and deposits of the region are the result of the last

major glacial stage, the Greatlakean, and almost all traces of earlier glaciation have

been obliterated. The dominant features are rocky ridges, dissected ground moraines,

and valleys with various thicknesses of glacial deposits from the last decay and retreat

of continental glaciers about 10,000 years ago (fig. 4).

The ground moraine on the Keweenaw Lowland southeast of the Copper Range is

characterized by reddish sandy loam till derived from the Jacobsville sandstone.

Upland portions of the moraine are typically dissected by parallel and dendritic ravines.

The lower portions of the moraine are seepy and commonly poorly drained. The till is

generally less than 50 feet thick and gradually thins eastward to sandstone cliffs along

Keweenaw Bay. A thin layer of till covers the preglacial bedrock valley slopes of the

Traprock River Valley, which developed along the Keweenaw Fault.

The moraine on the Keweenaw Upland of the Copper Range is bedrock controlled.

The till deposits are very thin or absent on the bedrock ridges. They are thicker in the

valleys between ridges. This till tends to be more cobbly and gravelly than that over the

Jacobsville sandstone. Stones, boulders, and rock outcrops are common. The deeper

deposits are dissected by dendritic and parallel ravines.

The area including the northernmost part of the Keweenaw Peninsula, especially

the northeastern side, has a very thin soil mantle and extensive areas of exposed

bedrock. There is a parallel ridge and swale topography resulting from differential

glacial abrasion of the alternating softer and harder rock layers that have been tilted on

end. The stream courses are generally narrow and have a trellis drainage pattern.

Postglacial lake activity has left a thin till mixed with conglomerate residuum and

superimposed with gravelly and cobbly beaches, strand lines, and terraces.
Figure 3.—Generalized bedrock geology of the Keweenaw County area (modified after Martin, 1936, and Kelle
Figure 4.—Dominant glacial landforms in the survey area.
8 Soil Survey of

With the ablation of the continental glacier came a variety of glaciofluvial and

glaciolacustrine deposits. A good example of an esker can be seen at Clear Lake near

Mandan. The flow of meltwater was controlled by existing topographic features, such

as gaps in the Copper Range or where meltwater streams formed kame terraces

between the ice and steep side slopes. Outwash-filled gaps occur near Ahmeek,

Mandan, and Eagle River. Sand and gravel deposits as much as 200 feet thick occur in

a buried channel northwest of Ahmeek. Outwash terraces occur along the major

streams, including the Traprock, Gratiot, Tobacco, and Montreal Rivers.

After the removal of the ice, the crust of the earth began to rebound. As the land

rose, the water levels of the Great Lakes fluctuated as outlets changed. Once the

outlets of the Great Lakes stabilized, around 6,000 years ago, the level of ancestral

Lake Superior rose to the Nipissing level of 605 feet. Wave-cut cliffs and beaches of

the former Nipissing shore are now at 640 feet as a result of the rebound. Examples of

Nipissing shore features can be seen all along Lake Superior and include sandstone

benches at Point Isabelle, conglomerate ridges at Copper Harbor, sand dunes at

Eagle River, and gravel bars at Lac La Belle.

After the ice age ended, numerous lakes and streams remained as remnants of

glacial erosion, ablation, and drainage. Scenic harbors, such as Copper Harbor, Eagle

Harbor, and Rock Harbor, formed where waters of Lake Superior extend through

narrow inlets across the upturned edges of more resistant rock strata and then expand

into areas of less resistant rock that have been more deeply eroded. Several

landlocked lakes, including Lake Fanny Hooe and Lake Bailey, formed in a similar

manner by glacial abrasion of softer bedrock. Lac La Belle and Schlatter Lake are

former embayments of Lake Nipissing that were uplifted by rebound and cut off from

Lake Superior. The streams of Keweenaw County that once drained glacial meltwater

still carry impressive volumes of spring runoff. In some areas the streams cascade

down steep gradients to Lake Superior. The lower Montreal River and Eagle River

have rapids and waterfalls. Other areas along the Montreal River and Traprock River

feature marshes, flood plains, and terraces.

In postglacial times, erosion and deposition continued to modify the landscape.

Rock surfaces were exposed by erosion. Areas of scree, talus, and colluvium

accumulated on the faces and at the bases of cliffs. Shorelines were modified by

waves and currents. Eroded silts and sands were deposited, dried, blown by the wind,

and redeposited. Alluvial soils were deposited on flood plains, and organic deposits

accumulated in swamps. Small, shallow lakes filled with vegetation and became bogs.

In time, as vegetation began to stabilize the soil, the various ecosystems of today

began to form, reflecting the physiography of Keweenaw County (Wikgren, 1991).

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 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 of

landform or with a segment of the landform. By observing the soils and miscellaneous
Keweenaw County Area, Michigan 9

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

landform, a soil scientist develops a concept, or model, of how they were formed.

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

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

location on the landscape.

Commonly, individual soils on the landscape merge into one another as their

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

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

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

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

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

Soil scientists recorded the characteristics of the soil profiles that they studied. They

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

fragments, distribution of plant roots, 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. Some interpretations are

modified to fit local conditions, and some new interpretations are developed to meet

local needs. Data are assembled from other sources, such as research information,

production records, and field experience of specialists. For example, data on crop

yields under defined levels of management are assembled from farm records and from

field or plot experiments on the same kinds of soil.

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

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

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

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

high water table within certain depths in most years, but they cannot predict that a high

water table 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.

11

The general soil map in this publication shows broad areas that have a distinctive

pattern of soils, relief, and drainage. These broad areas are called associations. Each

association on the general soil map is a unique natural landscape. Typically, it consists

of one or more major soils or miscellaneous areas and some minor soils or

miscellaneous areas. It is named for the major soils or miscellaneous areas. The

components of one association can occur in another but in a different pattern.

The general soil map can be used to compare the suitability of large areas for

general land uses. Areas of suitable soils can be identified on the map. Likewise, areas

where the soils are not suitable can be identified.

Because of its small scale, the map is not suitable for planning the management of

a farm or field or for selecting a site for a road or building or other structure. The soils

in any one association differ from place to place in slope, depth, drainage, and other

characteristics that affect management.

1. Arcadian-Michigamme-Rock Outcrop Association

Rock outcrop and strongly sloping to very steep, shallow and moderately deep, well

drained, loamy soils on rocky ridges and bedrock-controlled moraines

Setting

Landform: Rocky ridges and bedrock-controlled moraines (fig. 5)

Slope range: 4 to 90 percent

Composition

Extent of the association: 12 percent of the survey area

Extent of the soils in the association:

Arcadian and similar soils—35 percent

Michigamme and similar soils—15 percent

Rock outcrop—15 percent

Soils of minor extent—35 percent

Soil Properties and Qualities

Arcadian

Depth class: Shallow to basalt or conglomerate bedrock

Drainage class: Well drained

Position on the landform: Hills, escarpments, side slopes, and ridgetops

Parent material: Gravelly or cobbly loamy material overlying bedrock

Texture of the surface layer: Very gravelly fine sandy loam

Slope: Gently sloping to very steep

Michigamme

Depth class: Moderately deep to basalt or conglomerate bedrock

Drainage class: Well drained

Position on the landform: Hills, escarpments, side slopes, and ridgetops

Parent material: Silty or loamy mantle over loamy till underlain by bedrock

General Soil Map Units
12 Soil Survey of

Texture of the surface layer: Cobbly very fine sandy loam

Slope: Strongly sloping to very steep

Soils of Minor Extent

• Trimountain and Lac La Belle soils on dissected side slopes

• Montreal, Dishno, Paavola, and Waiska soils in the slightly lower landscape positions

• Gratiot and Sabattis soils in depressions and drainageways

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, idle land, building site

development

Woodland

Major management concerns: Arcadian—erosion, surface boulders, rock fragments,

seedling mortality, windthrow hazard, slope, rock outcrops; Michigamme—erosion,

surface boulders, rock fragments, clayey textures, seedling mortality, soil rutting,

slope, rock outcrops

Building site development

Major management concerns: Arcadian—surface stones, surface boulders, depth to

bedrock, slope, rock outcrops; Michigamme—surface stones, surface boulders,

cutbanks cave, depth to bedrock, slope, rock outcrops

Septic tank absorption fields

Major management concerns: Arcadian—surface stones, surface boulders, slope,

restricted permeability, depth to bedrock, rock outcrops; Michigamme—surface

stones, surface boulders, slope, restricted permeability, depth to bedrock, rock

outcrops

Figure 5.—Typical pattern of soils and parent material in the Arcadian-Michigamme-Rock outcrop

association.
Keweenaw County Area, Michigan 13

2. Arcadian-Nipissing-Rock Outcrop Association

Rock outcrop and nearly level to very steep, shallow and moderately deep, well

drained, loamy-skeletal soils on bedrock benches and abandoned shorelines

Setting

Landform: Bedrock benches and abandoned shorelines on moraines (fig. 6)

Slope range: 0 to 70 percent

Composition

Extent of the association: 7 percent of the survey area

Extent of the soils in the association:

Arcadian and similar soils—27 percent

Nipissing and similar soils—17 percent

Rock outcrop—12 percent

Soils of minor extent—44 percent

Soil Properties and Qualities

Arcadian

Depth class: Shallow to conglomerate or basalt bedrock

Drainage class: Well drained

Position on the landform: Hills, escarpments, side slopes, and ridgetops

Parent material: Gravelly or cobbly loamy material overlying bedrock

Texture of the surface layer: Very gravelly fine sandy loam

Slope: Gently sloping to very steep

Nipissing

Depth class: Moderately deep to conglomerate or basalt bedrock

Drainage class: Well drained

Figure 6.—Typical pattern of soils and parent material in the Arcadian-Nipissing-Rock outcrop

association.
14 Soil Survey of

Position on the landform: Ridges, knolls, and side slopes

Parent material: Gravelly or cobbly loamy and sandy material overlying bedrock

Texture of the surface layer: Very cobbly silt loam

Slope: Nearly level to steep

Soils of Minor Extent

• Waiska soils in landscape positions similar to those of the Nipissing soils

• Michigamme soils in landscape positions similar to those of the Arcadian soils

• Copper Harbor, Paavola, Dishno, and Montreal soils in the slightly lower landscape

positions

• Bete Grise, Gratiot, Sabattis, and Tawas soils in depressions and drainageways

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, idle land, building site

development

Woodland

Major management concerns: Arcadian—erosion, surface stones, rock fragments,

seedling mortality, windthrow hazard, slope, dissected slopes, rock outcrops;

Nipissing—erosion, surface stones, rock fragments, seedling mortality, slope,

dissected slopes, rock outcrops

Building site development

Major management concerns: Arcadian—surface stones, depth to bedrock, slope, rock

outcrops; Nipissing—surface stones, large stones, depth to bedrock, slope, rock

outcrops

Septic tank absorption fields

Major management concerns: Arcadian—surface stones, slope, restricted

permeability, depth to bedrock, rock outcrops; Nipissing—surface stones, large

stones, slope, poor filtering capacity, restricted permeability, depth to bedrock,

rock outcrops

3. Montreal-Paavola-Gratiot Association

Nearly level to moderately steep, very deep, moderately well drained and somewhat

poorly drained, loamy and sandy soils on till plains and dissected moraines

Setting

Landform: Till plains and dissected moraines (fig. 7)

Slope range: 0 to 30 percent

Composition

Extent of the association: 5 percent of the survey area

Extent of the soils in the association:

Montreal and similar soils—40 percent

Paavola and similar soils—20 percent

Gratiot and similar soils—15 percent

Soils of minor extent—25 percent

Soil Properties and Qualities

Montreal

Depth class: Very deep

Drainage class: Moderately well drained

Position on the landform: Knolls, ridges, and side slopes
Keweenaw County Area, Michigan 15

Parent material: Loamy eolian mantle overlying loamy or sandy till

Texture of the surface layer: Cobbly fine sandy loam

Slope: Nearly level to moderately steep

Paavola

Depth class: Very deep

Drainage class: Moderately well drained

Position on the landform: Knolls, ridges, and side slopes

Parent material: Gravelly or cobbly sandy deposits overlying loamy or sandy till

Texture of the surface layer: Cobbly loamy sand

Slope: Nearly level to moderately steep

Gratiot

Depth class: Very deep

Drainage class: Somewhat poorly drained

Position on the landform: Footslopes, depressions, and drainageways

Parent material: Cobbly or gravelly deposits overlying loamy or sandy till

Texture of the surface layer: Very cobbly fine sandy loam

Slope: Nearly level to gently sloping

Soils of Minor Extent

• Dishno soils in landscape positions similar to those of the Montreal and Paavola

soils

• Rock outcrop and Arcadian soils on rocky knolls and ridges

• Sabattis, Cathro, Tawas, and Lupton soils in the lowest depressions and

drainageways

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, building site

development

Figure 7.—Typical pattern of soils and parent material in the Montreal-Paavola-Gratiot association.
16 Soil Survey of

Woodland

Major management concerns: Montreal—surface boulders, rock fragments, seedling

mortality, soil rutting, windthrow hazard, seasonal wetness; Paavola—surface

boulders, rock fragments, seedling mortality, soil rutting, windthrow hazard, depth

to bedrock, seasonal wetness; Gratiot—surface boulders, rock fragments, clayey

textures, seedling mortality, windthrow hazard

Building site development

Major management concerns: Montreal—surface stones, surface boulders, cutbanks

caving, slope, seasonal wetness; Paavola—surface stones, surface boulders,

cutbanks caving, slope, seasonal wetness, depth to bedrock; Gratiot—surface

stones, surface boulders, large stones, seasonal wetness

Septic tank absorption fields

Major management concerns: Montreal—surface stones, surface boulders, slope,

restricted permeability, depth to a fragipan, severe wetness; Paavola—surface

stones, surface boulders, slope, poor filtering capacity, restricted permeability,

depth to bedrock, severe wetness, depth to a fragipan; Gratiot—surface stones,

surface boulders, large stones, restricted permeability, depth to a fragipan,

seasonal wetness

4. Skanee-Munising-Gay Association

Nearly level to moderately steep, very deep, moderately well drained to very poorly

drained, loamy soils on till plains and dissected moraines

Setting

Landform: Till plains and dissected moraines (fig. 8)

Slope range: 0 to 30 percent

Composition

Extent of the association: 22 percent of the survey area

Extent of the soils in the association:

Skanee and similar soils—38 percent

Munising and similar soils—34 percent

Gay and similar soils—18 percent

Soils of minor extent—10 percent

Soil Properties and Qualities

Skanee

Depth class: Very deep

Drainage class: Somewhat poorly drained

Position on the landform: Footslopes, depressions, and drainageways

Parent material: Loamy till

Texture of the surface layer: Loamy sand

Slope: Nearly level to gently sloping

Munising

Depth class: Very deep

Drainage class: Moderately well drained

Position on the landform: Knolls, ridges, and side slopes

Parent material: Loamy till

Texture of the surface layer: Fine sandy loam

Slope: Nearly level to moderately steep
Keweenaw County Area, Michigan 17

Gay

Depth class: Very deep

Drainage class: Poorly drained

Position on the landform: Depressions and drainageways

Parent material: Loamy till

Texture of the surface layer: Muck

Slope: Nearly level

Soils of Minor Extent

• Lupton and Tawas soils in the lowest depressions and drainageways

• Yalmer and Assinins soils, which have sandy deposits over the till

• Zeba and Jacobsville soils, which are underlain by sandstone bedrock at a depth of

20 to 60 inches

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Munising—seedling mortality, soil rutting, windthrow

hazard, seasonal wetness, erosion, slope; Skanee—seedling mortality, windthrow

hazard; Gay—seedling mortality, windthrow hazard, severe wetness

Building site development

Major management concerns: Munising—surface stones, cutbanks caving, slope,

seasonal wetness; Skanee—surface stones, seasonal wetness; Gay—ponding,

severe wetness

Septic tank absorption fields

Major management concerns: Munising—surface stones, slope, restricted

Figure 8.—Typical pattern of soils and parent material in the Skanee-Munising-Gay association.
18 Soil Survey of

permeability, depth to a fragipan, severe wetness, slope; Skanee—surface stones,

restricted permeability, depth to a fragipan, seasonal wetness; Gay—ponding

5. Dawson-Au Gres-Croswell Association

Nearly level to strongly sloping, very deep, very poorly drained to moderately well

drained, sandy soils on beach ridges and swales

Setting

Landform: Beach ridges and swales on outwash plains and lake plains (fig. 9)

Slope range: 0 to 12 percent

Composition

Extent of the association: 8 percent of the survey area

Extent of the soils in the association:

Dawson and similar soils—35 percent

Au Gres and similar soils—20 percent

Croswell and similar soils—15 percent

Soils of minor extent—30 percent

Soil Properties and Qualities

Dawson

Depth class: Very deep

Drainage class: Very poorly drained

Position on the landform: Depressions and swales

Parent material: Organic material overlying sandy deposits

Texture of the surface layer: Peat

Slope: Nearly level

Figure 9.—Typical pattern of soils and parent material in the Dawson-Au Gres-Croswell

association.
Keweenaw County Area, Michigan 19

Au Gres

Depth class: Very deep

Drainage class: Somewhat poorly drained

Position on the landform: Low ridges and swales

Parent material: Sandy deposits

Texture of the surface layer: Sand

Slope: Nearly level to gently sloping

Croswell

Depth class: Very deep

Drainage class: Moderately well drained

Position on the landform: Knolls, ridges, side slopes, and footslopes

Parent material: Sandy deposits

Texture of the surface layer: Sand

Slope: Nearly level to strongly sloping

Soils of Minor Extent

• Deer Park and Rubicon soils on the highest beach ridges and dunes

• Loxley, Kinross, and Deford soils in landscape positions similar to those of the

Dawson soils

• Burt, Betsy Bay, and Skandia soils, which are underlain by sandstone bedrock at a

depth of 10 to 60 inches

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Dawson—seedling mortality, windthrow hazard, excess

humus, low strength; Au Gres—seedling mortality, windthrow hazard, seasonal

wetness; Croswell—sandy textures, seedling mortality

Building site development

Major management concerns: Dawson—cutbanks cave, ponding, severe wetness, low

strength, subsidence; Au Gres—cutbanks caving, seasonal wetness; Croswell—

cutbanks caving, slope, seasonal wetness

Septic tank absorption fields

Major management concerns: Dawson—poor filtering capacity, ponding, low strength,

subsidence, severe wetness; Au Gres—poor filtering capacity, severe wetness;

Croswell—slope, poor filtering capacity, seasonal wetness

6. Lupton-Tawas-Deford Association

Nearly level, very deep, very poorly drained, mucky soils in swamps on lake plains,

outwash plains, and moraines

Setting

Landform: Swamps on lake plains, outwash plains, and moraines (fig. 10)

Slope range: 0 to 3 percent

Composition

Extent of the association: 3 percent of the survey area

Extent of the soils in the association:

Lupton and similar soils—40 percent

Tawas and similar soils—35 percent
20 Soil Survey of

Deford and similar soils—15 percent

Soils of minor extent—10 percent

Soil Properties and Qualities

Lupton

Depth class: Very deep

Drainage class: Very poorly drained

Position on the landform: Broad, flat depressions and drainageways

Parent material: Thick organic deposits

Texture of the surface layer: Muck

Slope: Nearly level

Tawas

Depth class: Very deep

Drainage class: Very poorly drained

Position on the landform: Depressions and drainageways

Parent material: Organic material overlying sandy deposits

Texture of the surface layer: Muck

Slope: Nearly level

Deford

Depth class: Very deep

Drainage class: Poorly drained

Position on the landform: Depressions and drainageways

Parent material: Sandy glaciofluvial deposits

Texture of the surface layer: Muck

Slope: Nearly level

Figure 10.—Typical pattern of soils and parent material in the Lupton-Tawas-Deford association.
Keweenaw County Area, Michigan 21

Soils of Minor Extent

• Au Gres and Ingalls soils on slight rises and ridges

• Borgstrom and Garlic soils on isolated knolls and ridges and in transitional areas

adjoining other map units

Use and Management

Land use: Major use—woodland; other use—wetland wildlife habitat

Woodland

Major management concerns: Seedling mortality, windthrow hazard, excess humus,

low strength

Building site development

Major management concerns: Lupton—ponding, severe wetness, low strength,

subsidence; Tawas—cutbanks caving, ponding, severe wetness, low strength;

Deford—cutbanks caving, ponding, severe wetness

Septic tank absorption fields

Major management concerns: Lupton—ponding, low strength, subsidence, severe

wetness; Tawas—poor filtering capacity, ponding, low strength, severe wetness;

Deford—poor filtering capacity, ponding, severe wetness

7. Montreal-Paavola-Arcadian Association

Gently sloping to very steep, very deep and shallow, moderately well drained and well

drained, loamy and sandy soils on dissected, bedrock-controlled moraines

Setting

Landform: Dissected, bedrock-controlled moraines (fig. 11)

Slope range: 1 to 70 percent

Composition

Extent of the association: 30 percent of the survey area

Extent of the soils in the association:

Montreal and similar soils—43 percent

Paavola and similar soils—16 percent

Arcadian and similar soils—16 percent

Soils of minor extent—25 percent

Soil Properties and Qualities

Montreal

Depth class: Very deep

Drainage class: Moderately well drained

Position on the landform: Knolls, ridges, and side slopes

Parent material: Loamy eolian mantle overlying loamy or sandy till

Texture of the surface layer: Cobbly fine sandy loam

Slope: Gently sloping to steep

Paavola

Depth class: Very deep

Drainage class: Moderately well drained

Position on the landform: Knolls, ridges, and side slopes

Parent material: Gravelly or cobbly sandy deposits overlying loamy or sandy till
22 Soil Survey of

Texture of the surface layer: Cobbly loamy sand

Slope: Gently sloping to steep

Arcadian

Depth class: Shallow

Drainage class: Well drained

Position on the landform: Hills, escarpments, side slopes, and ridgetops

Parent material: Gravelly or cobbly loamy material overlying bedrock

Texture of the surface layer: Very gravelly fine sandy loam

Slope: Gently sloping to very steep

Soils of Minor Extent

• Dishno and Waiska soils in landscape positions similar to those of the Montreal and

Paavola soils

• Trimountain and Lac La Belle soils on the steeper dissected side slopes

• Rock outcrop and Michigamme soils in landscape positions similar to those of the

Arcadian soils

• Gratiot and Sabattis soils in depressions and drainageways

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, idle land, building site

development

Woodland

Major management concerns: Montreal—erosion, surface boulders, rock fragments,

seedling mortality, soil rutting, windthrow hazard, slope, seasonal wetness,

dissected slopes; Paavola—erosion, surface boulders, rock fragments, seedling

mortality, soil rutting, windthrow hazard, slope, seasonal wetness, dissected

slopes; Arcadian—erosion, surface boulders, rock fragments, seedling mortality,

windthrow hazard, slope, rock outcrops

Figure 11.—Typical pattern of soils and parent material in the Montreal-Paavola-Arcadian

association.
Keweenaw County Area, Michigan 23

Building site development

Major management concerns: Montreal—surface stones, surface boulders, cutbanks

caving, slope, seasonal wetness; Paavola—surface stones, surface boulders,

cutbanks caving, slope, seasonal wetness; Arcadian—surface stones, surface

boulders, depth to bedrock, slope

Septic tank absorption fields

Major management concerns: Montreal—surface stones, surface boulders, slope,

restricted permeability, depth to a fragipan, severe wetness; Paavola—surface

stones, surface boulders, slope, poor filtering capacity, restricted permeability,

depth to a fragipan, severe wetness; Arcadian—surface stones, surface boulders,

slope, restricted permeability, depth to bedrock

8. Garlic-Waiska-Alcona Association

Gently sloping to very steep, very deep, well drained to excessively drained, sandy

and loamy soils on dissected outwash terraces, deltas, eskers, outwash plains, stream

terraces, and lake plains

Setting

Landform: Dissected outwash terraces, deltas, lake plains, outwash plains, stream

terraces, and eskers (fig. 12)

Slope range: 1 to 60 percent

Composition

Extent of the association: 7 percent of the survey area

Extent of the soils in the association:

Garlic and similar soils—40 percent

Figure 12.—Typical pattern of soils and parent material in the Garlic-Waiska-Alcona association.
24 Soil Survey of

Waiska and similar soils—25 percent

Alcona and similar soils—15 percent

Soils of minor extent—20 percent

Soil Properties and Qualities

Garlic

Depth class: Very deep

Drainage class: Well drained

Position on the landform: Knolls, ridges, escarpments, and side slopes

Parent material: Sandy glaciofluvial deposits

Texture of the surface layer: Loamy fine sand

Slope: Gently sloping to very steep

Waiska

Depth class: Very deep

Drainage class: Excessively drained

Position on the landform: Knolls, ridges, escarpments, and side slopes

Parent material: Gravelly or cobbly sandy material

Texture of the surface layer: Cobbly loamy sand

Slope: Gently sloping to very steep

Alcona

Depth class: Very deep

Drainage class: Well drained

Position on the landform: Knolls, ridges, and side slopes

Parent material: Sandy and loamy glaciofluvial deposits

Texture of the surface layer: Very fine sandy loam

Slope: Gently sloping to steep

Soils of Minor Extent

• Borgstrom soils in the slightly lower landscape positions

• Ingalls and Au Gres soils in depressions and along drainageways

• Tawas and Deford soils in the lowest depressions and drainageways

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, building site

development

Woodland

Major management concerns: Garlic—erosion, surface boulders, seedling mortality,

slope, dissected slopes; Waiska—erosion, surface boulders, rock fragments,

seedling mortality, slope, dissected slopes; Alcona—erosion, seedling mortality,

soil rutting, slope, dissected slopes

Building site development

Major management concerns: Garlic—cutbanks caving, slope; Waiska—surface

stones, surface boulders, cutbanks caving, slope; Alcona—cutbanks caving, slope

Septic tank absorption fields

Major management concerns: Garlic—slope, poor filtering capacity; Waiska—surface

stones, surface boulders, slope, poor filtering capacity; Alcona—slope
Keweenaw County Area, Michigan 25

9. Munising-Yalmer-Garlic Association

Gently sloping to very steep, very deep, moderately well drained and well drained,

loamy and sandy soils on dissected moraines

Setting

Landform: Dissected moraines (fig. 13)

Slope range: 1 to 60 percent

Composition

Extent of the association: 4 percent of the survey area

Extent of the soils in the association:

Munising and similar soils—40 percent

Yalmer and similar soils—20 percent

Garlic and similar soils—20 percent

Soils of minor extent—20 percent

Soil Properties and Qualities

Munising

Depth class: Very deep

Drainage class: Moderately well drained

Position on the landform: Knolls, ridges, and side slopes

Parent material: Loamy till

Texture of the surface layer: Fine sandy loam

Slope: Gently sloping to steep

Figure 13.—Typical pattern of soils and parent material in the Munising-Yalmer-Garlic association.
26 Soil Survey of

Yalmer

Depth class: Very deep

Drainage class: Moderately well drained

Position on the landform: Knolls, ridges, and side slopes

Parent material: Sandy outwash over loamy till

Texture of the surface layer: Loamy sand

Slope: Gently sloping to steep

Garlic

Depth class: Very deep

Drainage class: Well drained

Position on the landform: Knolls, ridges, terraces, escarpments, and side slopes

Parent material: Sandy glaciofluvial deposits

Texture of the surface layer: Loamy fine sand

Slope: Gently sloping to very steep

Soils of Minor Extent

• Abbaye soils in landscape positions similar to those of the Munising and Yalmer soils

• Keweenaw and Waiska soils in landscape positions similar to those of the Garlic

soils

• Skanee and Gay soils in depressions and drainageways

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, building site

development

Woodland

Major management concerns: Munising—erosion, seedling mortality, soil rutting,

windthrow hazard, slope, seasonal wetness, dissected slopes; Yalmer—erosion,

seedling mortality, soil rutting, windthrow hazard, slope, seasonal wetness,

dissected slopes; Garlic—seedling mortality

Building site development

Major management concerns: Munising—surface stones, cutbanks caving, slope,

seasonal wetness; Yalmer—surface stones, cutbanks caving, slope, seasonal

wetness; Garlic—cutbanks caving, slope

Septic tank absorption fields

Major management concerns: Munising—surface stones, slope, restricted

permeability, depth to a fragipan, severe wetness; Yalmer—surface stones, slope,

poor filtering capacity, restricted permeability, depth to a fragipan, severe wetness;

Garlic—slope, poor filtering capacity

10. Deer Park-Rubicon-Croswell Association

Nearly level to very steep, excessively drained to moderately well drained, sandy soils

on beaches and dunes

Setting

Landform: Beaches and dunes (fig. 14)

Slope range: 0 to 70 percent

Composition

Extent of the association: 2 percent of the survey area
Keweenaw County Area, Michigan 27

Extent of the soils in the association:

Deer Park and similar soils—40 percent

Rubicon and similar soils—20 percent

Croswell and similar soils—20 percent

Soils of minor extent—20 percent

Soil Properties and Qualities

Deer Park

Depth class: Very deep

Drainage class: Excessively drained

Position on the landform: Knolls, ridges, escarpments, and side slopes

Parent material: Sandy eolian deposits and sandy lacustrine deposits

Texture of the surface layer: Fine sand

Slope: Nearly level to very steep

Rubicon

Depth class: Very deep

Drainage class: Excessively drained

Position on the landform: Knolls, ridges, and side slopes

Parent material: Sandy deposits

Texture of the surface layer: Sand

Slope: Nearly level to steep

Croswell

Depth class: Very deep

Drainage class: Moderately well drained

Position on the landform: Knolls, ridges, side slopes, and footslopes

Figure 14.—Typical pattern of soils and parent material in the Deer Park-Rubicon-Croswell

association.
28

Parent material: Sandy deposits

Texture of the surface layer: Sand

Slope: Nearly level to gently sloping

Soils of Minor Extent

• Wallace and Waiska soils in landscape positions similar to those of the Rubicon soils

• Copper Harbor soils in landscape positions similar to those of the Croswell soils

• Au Gres and Bete Grise soils on low ridges and in swales

• Tawas and Deford soils in the lowest depressions and swales

• Nipissing and Arcadian soils on rocky ridges and knolls

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, building site

development

Woodland

Major management concerns: Deer Park—erosion, seedling mortality, slope;

Rubicon—sandy textures, seedling mortality; Croswell—sandy textures, seedling

mortality

Building site development

Major management concerns: Deer Park—cutbanks caving, slope; Rubicon—cutbanks

caving, slope; Croswell—cutbanks caving, slope, seasonal wetness

Septic tank absorption fields

Major management concerns: Deer Park—slope, poor filtering capacity; Rubicon—

slope, poor filtering capacity; Croswell—slope, poor filtering capacity, seasonal

wetness
29

The map units delineated on the detailed 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.

A map unit delineation on a soil map represents an area dominated by one or more

major kinds of soil or miscellaneous areas. A map unit is identified and named

according to the taxonomic classification of the dominant soils. Within a taxonomic

class there are precisely defined limits for the properties of the soils. On the

landscape, however, the soils are natural phenomena, and they have the characteristic

variability of all natural phenomena. Thus, the range of some observed properties may

extend beyond the limits defined for a taxonomic class. Areas of soils of a single

taxonomic class rarely, if ever, can be mapped without including areas of other

taxonomic classes. Consequently, every map unit is made up of the soils or

miscellaneous areas for which it is named and some minor components that belong to

taxonomic classes other than those of the major soils.

Most minor soils have properties similar to those of the dominant soil or soils in the

map unit, and thus they do not affect use and management. These are called

noncontrasting, or similar, components. They may or may not be mentioned in a

particular map unit description. Other minor components, however, have properties

and behavioral characteristics divergent enough to affect use or to require different

management. These are called contrasting, or dissimilar, components. 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. The contrasting components are mentioned in the map

unit descriptions. A few areas of minor components may not have been observed, and

consequently they are not mentioned in the descriptions, especially where the pattern

was so complex that it was impractical to make enough observations to identify all the

soils and miscellaneous areas on the landscape.

The presence of minor 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 landforms or landform

segments that have similar use and management requirements. The delineation of

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

resource plans. If intensive use of small areas is planned, however, onsite investigation

is needed to define and locate the soils and miscellaneous areas.

An identifying symbol precedes the map unit name in the map unit descriptions.

Each description includes general facts about the unit and gives the principal hazards

and limitations to be considered in planning for specific uses.

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

differences in texture of the surface layer, 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, slope, stoniness,

salinity, degree of erosion, and other characteristics that affect their use. On the basis

of such differences, a soil series is divided into soil phases. Most of the areas shown

Detailed Soil Map Units
30 Soil Survey of

on the detailed soil maps are phases of soil series. The name of a soil phase

commonly indicates a feature that affects use or management. For example, Garlic

fine sand, 0 to 8 percent slopes, is a phase of the Garlic series.

Some map units are made up of two or more major soils or miscellaneous areas.

These map units are complexes or undifferentiated groups.

A complex consists of two or more soils or miscellaneous areas in such an intricate

pattern or in such small areas that they cannot be shown separately on the maps. The

pattern and proportion of the soils or miscellaneous areas are somewhat similar in all

areas. Arcadian-Michigamme-Rock outcrop complex, 8 to 35 percent slopes,

extremely bouldery, is an example.

An undifferentiated group is made up of two or more soils or miscellaneous areas

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 soils or miscellaneous areas in a mapped area are not uniform. An area can be

made up of only one of the major soils or miscellaneous areas, or it can be made up of

all of them. Histosols and Aquents, ponded, is an undifferentiated group in this survey

area.

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

and support little or no vegetation. Pits, borrow, is an example.

Table 4 gives the acreage and proportionate extent of each map unit. Other tables

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

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

miscellaneous areas.

2—Lupton and Tawas soils, 0 to 1 percent slopes

Setting

Landform: Depressions and drainageways on lake plains, moraines, and outwash

plains

Map Unit Composition

Major components:

Lupton and similar soils: 50 to 100 percent

Tawas and similar soils: 25 to 45 percent

Minor components:

Deford and similar soils (0 to 8 percent of the map unit) in landscape positions

similar to those of the Tawas soil

Au Gres and similar soils (0 to 3 percent of the map unit) on slight rises and ridges

Ingalls and similar soils (0 to 1 percent of the map unit) on slight rises and ridges

Typical Profile

Lupton

Oi—0 to 8 inches; black muck

Oa—8 to 80 inches; black and very dark brown muck

Tawas

Oa1—0 to 6 inches; black muck

Oa2—6 to 25 inches; black muck

Cg—25 to 80 inches; dark grayish brown sand

Soil Properties and Qualities

Parent material: Lupton—herbaceous organic material; Tawas—organic material over

sandy drift
Keweenaw County Area, Michigan 31

Slope: 0 to 1 percent

Surface runoff class: Negligible

Potential for frost action: High

Depth to restrictive feature: More than 80 inches

Drainage class: Very poorly drained

Available water capacity: Lupton—about 3.1 inches to a depth of 60 inches; Tawas—

about 11.5 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Lupton—moderately rapid; Tawas—moderately rapid over rapid

Flooding: None

Depth to seasonal high water table: At the surface (January, February, March, April,

May, June, October, November, December)

Months in which ponding does not occur: January, February, July, August, September,

December

Depth and most likely period of ponding: 0.2 foot (March, April, May, June, October,

November)

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Seedling mortality, windthrow hazard, excess humus,

low strength

Building site development

Major management concerns: Lupton—ponding, severe wetness, low strength,

subsidence; Tawas—cutbanks caving, ponding, severe wetness, low strength

Septic tank absorption fields

Major management concerns: Lupton—ponding, low strength, subsidence, severe

wetness; Tawas—poor filtering capacity, ponding, low strength, severe wetness

Interpretive Groups

Land capability classification: 6w

Michigan soil management group: Lupton—Mc; Tawas—M/4c

Prime farmland category: Not prime farmland

Hydric soil status: Hydric

Forest habitat type: TTM, TTS

3—Dawson and Loxley soils, 0 to 1 percent slopes

Setting

Landform: Bogs and depressions on lake plains, moraines, and outwash plains

Map Unit Composition

Major components:

Dawson and similar soils: 40 to 65 percent

Loxley and similar soils: 30 to 50 percent

Minor components:

Kinross and similar soils (0 to 7 percent of the map unit) in landscape positions

similar to those of the Dawson soil

Au Gres and similar soils (0 to 5 percent of the map unit) on slight rises and ridges

Croswell and similar soils (0 to 3 percent of the map unit) on slight rises and

ridges
32 Soil Survey of

Typical Profile

Dawson

Oi—0 to 6 inches; dark brown and brown peat

Oa—6 to 38 inches; black and very dark gray muck

C—38 to 80 inches; very dark grayish brown, dark grayish brown, and brown sand

Loxley

Oi—0 to 5 inches; dark yellowish brown peat

Oa1—5 to 26 inches; black and very dark brown and dark brown muck

Oa2—26 to 45 inches; very dark brown and dark brown muck

Oe—45 to 60 inches; brown mucky peat

Soil Properties and Qualities

Parent material: Dawson—herbaceous organic material over sandy glaciolacustrine

deposits; Loxley—organic material

Slope: 0 to 1 percent

Surface runoff class: Negligible

Potential for frost action: High

Depth to restrictive feature: More than 80 inches

Drainage class: Very poorly drained

Available water capacity: Dawson—about 17.8 inches to a depth of 60 inches;

Loxley—about 18.9 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Loxley—moderately rapid; Dawson—moderately rapid or rapid

Flooding: None

Depth to seasonal high water table: At the surface (January, February, March, April,

May, June, September, October, November, December)

Months in which ponding does not occur: July, August, September

Depth and most likely period of ponding: 0.5 foot (April, May)

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Seedling mortality, windthrow hazard, excess humus,

low strength

Building site development

Major management concerns: Dawson—cutbanks caving, ponding, severe wetness,

low strength, subsidence; Loxley—severe wetness, low strength, subsidence

Septic tank absorption fields

Major management concerns: Dawson—poor filtering capacity, ponding, low strength,

subsidence, severe wetness; Loxley—ponding, low strength, subsidence, severe

wetness

Interpretive Groups

Land capability classification: 7w

Michigan soil management group: Dawson—Mc-a; Loxley—7w

Prime farmland category: Not prime farmland

Hydric soil status: Hydric

Forest habitat type: PCS
Keweenaw County Area, Michigan 33

6—Skandia-Burt complex, 0 to 2 percent slopes

Setting

Landform: Bogs and depressions and drainageways on lake benches

Map Unit Composition

Major components:

Skandia and similar soils: 50 to 70 percent

Burt and similar soils: 25 to 40 percent

Minor components:

Dawson and similar soils (0 to 9 percent of the map unit) in landscape positions

similar to those of the Skandia soil

Betsy Bay and similar soils (0 to 7 percent of the map unit) on slight rises and

ridges

Jacobsville, stony, and similar soils (0 to 5 percent of the map unit) in landscape

positions similar to those of the Burt soil

Typical Profile

Skandia

Oa1—0 to 5 inches; dark grayish brown and brown mucky peat

Oa2—5 to 33 inches; dark reddish gray, very dark grayish brown, and very dark brown

muck

2Cr—33 to 41 inches; brown very channery sand

2R—41 inches; unweathered sandstone bedrock

Burt

Oa—0 to 4 inches; black muck

A—4 to 6 inches; very dark gray mucky sand

Cg—6 to 12 inches; grayish brown sand

C—12 to 17 inches; brown sand

R—17 inches; brown, unweathered sandstone bedrock

Soil Properties and Qualities

Parent material: Skandia—herbaceous organic material over sandstone; Burt—sandy

residuum over sandstone

Slope: 0 to 2 percent

Surface runoff class: Negligible

Potential for frost action: Moderate

Depth to restrictive feature: Skandia—30 to 46 inches to bedrock (lithic); Burt—12 to

20 inches to bedrock (lithic)

Drainage class: Skandia—very poorly drained; Burt—poorly drained

Available water capacity: Skandia—about 14.0 inches to a depth of 60 inches; Burt—

about 2.4 inches to a depth of 60 inches

Shrink-swell potential: Skandia—low; Burt—moderate

Permeability: Skandia—moderate or moderately rapid; Burt—moderately rapid

Flooding: None

Depth to seasonal high water table: Skandia—at the surface (January, February,

March, April, May, June, October, November, December); Burt—at the surface

(January, February, March, April, May, October, November, December)

Months in which ponding does not occur: Skandia—January, February, July, August,

September, December; Burt—January, February, June, July, August, September,

December
34 Soil Survey of

Depth and most likely period of ponding: Skandia—0.2 foot (March, April, May, June,

October, November); Burt—0.5 foot (March, April, May, October, November)

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Skandia—seedling mortality, windthrow hazard, depth

to bedrock, excess humus, low strength; Burt—seedling mortality, windthrow

hazard, depth to bedrock, severe wetness

Building site development

Major management concerns: Skandia—ponding, severe wetness, low strength;

Burt—ponding, severe wetness

Septic tank absorption fields

Major management concerns: Skandia—restricted permeability, ponding, low strength,

depth to bedrock, severe wetness; Burt—restricted permeability, ponding, depth to

bedrock

Interpretive Groups

Land capability classification: 7w

Michigan soil management group: Skandia—M/Rc; Burt—Rbc

Prime farmland category: Not prime farmland

Hydric soil status: Hydric

Forest habitat type: PCS, TTS

10—Cathro-Sabattis complex, 0 to 2 percent slopes, stony

Setting

Landform: Drainageways and depressions on lake benches and till plains

Map Unit Composition

Major components:

Cathro, stony, and similar soils: 45 to 75 percent

Sabattis, stony, and similar soils: 25 to 45 percent

Minor components:

Tawas and similar soils (0 to 9 percent of the map unit) in landscape positions

similar to those of the Cathro soil

Lupton and similar soils (0 to 8 percent of the map unit) in landscape positions

similar to those of the Cathro soil

Gratiot and similar soils (0 to 5 percent of the map unit) on slight rises and ridges

Typical Profile

Cathro

Oa—0 to 34 inches; black, highly decomposed plant material

Cg—34 to 80 inches; black and dark reddish brown very fine sandy loam

Sabattis

Oa—0 to 8 inches; black, highly decomposed plant material

A—8 to 12 inches; black very cobbly very fine sandy loam

Bg—12 to 17 inches; dark grayish brown cobbly very fine sandy loam

C1—17 to 32 inches; brown cobbly very fine sandy loam

2C2—32 to 37 inches; brown cobbly fine sandy loam

2C3—37 to 80 inches; dark grayish brown very cobbly sandy loam
Keweenaw County Area, Michigan 35

Soil Properties and Qualities

Parent material: Cathro—herbaceous organic material over loamy drift; Sabattis—

coarse-loamy till and colluvium

Slope: 0 to 2 percent

Surface runoff class: Negligible

Potential for frost action: High

Depth to restrictive feature: More than 80 inches

Drainage class: Very poorly drained

Available water capacity: Cathro—about 10.9 inches to a depth of 60 inches;

Sabattis—about 8.5 inches to a depth of 60 inches

Shrink-swell potential: Cathro—moderate; Sabattis—low

Permeability: Cathro—moderately slow to moderately rapid in the upper part and

moderate in the lower part; Sabattis—moderate in the upper part and moderately

slow or moderate in the lower part

Flooding: None

Depth to seasonal high water table: Cathro—at the surface (January, February, March,

April, May, June, October, November, December); Sabattis—at the surface

(January, February, March, April, May, October, November, December)

Months in which ponding does not occur: Cathro—January, February, July, August,

September, December; Sabattis—January, February, June, July, August,

September, December

Depth and most likely period of ponding: Cathro—0.2 foot (March, April, May, June,

October, November); Sabattis—0.5 foot (March, April, May, November)

Use and Management

Land use: Major use—woodland; other use—wetland wildlife habitat

Woodland

Major management concerns: Cathro—seedling mortality, windthrow hazard, excess

humus, low strength; Sabattis—surface stones, rock fragments, clayey textures,

seedling mortality, windthrow hazard, severe wetness

Building site development

Major management concerns: Cathro—ponding, severe wetness, low strength

Septic tank absorption fields

Major management concerns: Cathro—ponding, low strength, severe wetness;

Sabattis—surface stones, ponding, severe wetness

Interpretive Groups

Land capability classification: Cathro—6w; Sabattis—5w

Michigan soil management group: Cathro—M/3c; Sabattis—3c

Prime farmland category: Not prime farmland

Hydric soil status: Hydric

Forest habitat type: TTM, FI

13—Tawas-Deford complex, 0 to 4 percent slopes

Setting

Landform: Swamps, depressions, and drainageways on outwash plains, moraines, and

lake plains
36 Soil Survey of

Map Unit Composition

Major components:

Tawas and similar soils: 45 to 90 percent

Deford and similar soils: 20 to 45 percent

Minor components:

Lupton and similar soils (0 to 9 percent of the map unit) in landscape positions

similar to those of the Tawas soil

Au Gres and similar soils (0 to 8 percent of the map unit) on slight rises and ridges

Ingalls and similar soils (0 to 3 percent of the map unit) on slight rises and ridges

Typical Profile

Tawas

Oa1—0 to 6 inches; black muck

Oa2—6 to 25 inches; black muck

Cg—25 to 80 inches; dark grayish brown sand

Deford

Oa—0 to 6 inches; black and very dark brown muck

A—6 to 8 inches; light gray dark brown sand

C—8 to 80 inches; light gray and brown sand

Soil Properties and Qualities

Parent material: Tawas—organic material over sandy drift; Deford—sandy glaciofluvial

deposits

Surface runoff class: Negligible

Slope: Tawas—0 to 4 percent; Dawson—0 to 2 percent

Potential for frost action: Tawas—high; Dawson—moderate

Depth to restrictive feature: More than 80 inches

Drainage class: Tawas—very poorly drained; Deford—poorly drained

Available water capacity: Tawas—about 11.5 inches to a depth of 60 inches; Deford—

about 5.6 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Tawas—moderately rapid over rapid; Deford—rapid

Flooding: None

Depth to seasonal high water table: At the surface (January, February, March, April,

May, June, October, November, December); Tawas—at the surface (January,

February, March, April, May, October, November, December)

Months in which ponding does not occur: January, February, July, August, September,

December

Depth and most likely period of ponding: Tawas—0.2 foot (March, April, May, June,

October, November); Deford—0.2 foot (all year)

Use and Management

Land use: Major use—woodland; other use—wetland wildlife habitat

Woodland

Major management concerns: Seedling mortality, windthrow hazard, excess humus,

low strength

Building site development

Major management concerns: Tawas—cutbanks caving, ponding, severe wetness, low

strength; Deford—cutbanks caving, ponding, severe wetness
Keweenaw County Area, Michigan 37

Septic tank absorption fields

Major management concerns: Tawas—poor filtering capacity, ponding, low strength,

severe wetness; Deford—poor filtering capacity, ponding, severe wetness

Interpretive Groups

Land capability classification: Tawas—6w; Deford—5w

Michigan soil management group: Tawas—M/4c; Deford—4

Prime farmland category: Not prime farmland

Hydric soil status: Hydric

Forest habitat type: Tawas—TTM, TTS; Deford—TTS, TTM

15B—Dawson-Croswell complex, 0 to 8 percent slopes

Setting

Landform: Depressions, bogs, low ridges, and knolls on outwash plains, moraines, and

lake plains

Map Unit Composition

Major components:

Dawson and similar soils: 45 to 75 percent

Croswell and similar soils: 25 to 40 percent

Minor components:

Kinross and similar soils (0 to 7 percent of the map unit) in landscape positions

similar to those of the Dawson soil

Au Gres and similar soils (0 to 5 percent of the map unit) on low beach ridges

Loxley and similar soils (0 to 3 percent of the map unit) in landscape positions

similar to those of the Dawson soil

Typical Profile

Dawson

Oi—0 to 6 inches; dark brown and brown peat

Oa—6 to 38 inches; black and very dark gray muck

C—38 to 80 inches; very dark grayish brown, dark grayish brown, and brown sand

Croswell

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 11 inches; pinkish gray sand

Bs—11 to 21 inches; dark brown and dark yellowish brown sand

BC—21 to 34 inches; yellowish brown sand

C—34 to 80 inches; brown sand

Soil Properties and Qualities

Parent material: Dawson—organic herbaceous material over sandy glaciolacustrine

deposits; Croswell—sandy glaciolacustrine and glaciofluvial deposits

Slope: Dawson—0 to 1 percent; Croswell—0 to 8 percent

Surface runoff class: Negligible

Potential for frost action: Dawson—high; Croswell—low

Depth to restrictive feature: More than 80 inches

Drainage class: Dawson—very poorly drained; Croswell—moderately well drained

Available water capacity: Dawson—about 17.8 inches to a depth of 60 inches;

Croswell—about 4.3 inches to a depth of 60 inches

Shrink-swell potential: Low
38 Soil Survey of

Permeability: Dawson—moderately rapid over rapid; Croswell—rapid

Flooding: None

Depth to seasonal high water table: Dawson—at the surface (January, February,

March, April, May, June, September, October, November, December); Croswell—

2.0 to 6.7 feet (April, May)

Months in which ponding does not occur: Dawson—July, August, September;

Croswell—all year

Depth and most likely period of ponding: Dawson—0.5 foot (April, May)

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Dawson—seedling mortality, windthrow hazard, excess

humus, low strength; Croswell—sandy textures, seedling mortality

Building site development

Major management concerns: Dawson—cutbanks caving, ponding, severe wetness,

low strength, subsidence; Croswell—cutbanks caving, slope, seasonal wetness

Septic tank absorption fields

Major management concerns: Dawson—poor filtering capacity, ponding, low strength,

subsidence, severe wetness; Croswell—slope, poor filtering capacity, seasonal

wetness

Interpretive Groups

Land capability classification: Dawson—7w; Croswell—6s

Michigan soil management group: Dawson—M/4c-a; Croswell—5a

Prime farmland category: Not prime farmland

Hydric soil status: Dawson—hydric; Croswell—not hydric

Forest habitat type: Dawson—PCS, TMC-Vac; Croswell—AQV, TMC-Vac

20E—Rock outcrop, gently sloping to steep

Setting

Landform: Upland rocky knolls and ridges to lakeshore complexes

Map Unit Composition

Major components:

Rock outcrop: 90 to 100 percent

Minor components:

Arcadian and similar soils (0 to 7 percent of the map unit) on ridges, knolls, and

hillslopes

Nipissing and similar soils (0 to 6 percent of the map unit) on ridges, knolls, and

hillslopes

Properties and Qualities

Kind of bedrock: Conglomerate, basalt, and sandstone

Slope: 2 to 35 percent

Surface runoff class: Very high

Use and Management

Land use: Major use—idle land; other use—wildlife habitat

Note: Onsite investigation is needed to determine the suitability for specific uses.
Keweenaw County Area, Michigan 39

Interpretive Groups

Land capability classification: Not applicable

Michigan soil management group: Not applicable

Prime farmland category: Not applicable

Hydric soil status: Not applicable

Forest habitat type: Not applicable

21G—Rock outcrop-Arcadian complex, 40 to 90 percent

slopes, extremely bouldery

Setting

Landform: Rocky knolls and ridges on bedrock-controlled moraines

Map Unit Composition

Major components:

Rock outcrop: 45 to 85 percent

Arcadian, extremely bouldery, and similar soils: 20 to 40 percent

Minor components:

Michigamme and similar soils (0 to 9 percent of the map unit) in landscape

positions similar to those of the Arcadian soil

Typical Profile

Arcadian

Oa—0 to 3 inches; black, highly decomposed plant material

E—3 to 5 inches; dark brown very gravelly fine sandy loam

Bhs—5 to 12 inches; dark reddish brown very gravelly fine sandy loam

2R—12 inches; conglomerate bedrock

Properties and Qualities of the Arcadian Soil

Parent material: Loamy-skeletal drift over basalt and conglomerate bedrock

Slope: 40 to 90 percent

Surface runoff class: High

Potential for frost action: Moderate

Depth to restrictive feature: 10 to 20 inches to bedrock (lithic)

Drainage class: Well drained

Available water capacity: About 2.0 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Moderate

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—idle land; other use—wildlife habitat

Note: Onsite investigation is needed to determine the suitability for specific uses.

Woodland

Major management concerns: Arcadian—erosion, surface boulders, rock fragments,

seedling mortality, windthrow hazard, slope, rock outcrops

Building site development

Major management concerns: Arcadian—surface stones, surface boulders, depth to

bedrock, slope
40 Soil Survey of

Septic tank absorption fields

Major management concerns: Arcadian—surface stones, surface boulders, slope,

restricted permeability, depth to bedrock

Interpretive Groups

Land capability classification: Arcadian—7s

Michigan soil management group: Arcadian—Ra

Prime farmland category: Not prime farmland

Hydric soil status: Not hydric

Forest habitat type: Arcadian—TMC-Vac, AQVac

39A—Betsy Bay-Burt-Deford complex, 0 to 3 percent

slopes

Setting

Landform: Beach ridges and depressions on lakeshore complexes and depressions on

lake plains

Map Unit Composition

Major components:

Betsy Bay and similar soils: 40 to 75 percent

Burt and similar soils: 20 to 30 percent

Deford and similar soils: 10 to 25 percent

Minor components:

Assinins and similar soils (0 to 8 percent of the map unit) in landscape positions

similar to those of the Betsy Bay soil

Zeba, stony, and similar soils (0 to 6 percent of the map unit) in landscape

positions similar to those of the Betsy Bay soil

Au Gres and similar soils (0 to 5 percent of the map unit) in landscape positions

similar to those of the Betsy Bay soil

Typical Profile

Betsy Bay

Oa—0 to 1 inch; very dark brown, highly decomposed plant material

E—1 to 18 inches; light brownish gray sand

Bw—18 to 26 inches; bark brown sand

Cr—26 to 43 inches; brown flaggy sand

2R—43 inches; yellowish, unweathered sandstone bedrock

Burt

Oa—0 to 4 inches; muck

A—4 to 6 inches; very dark gray mucky sand

Cg—6 to 12 inches; grayish brown sand

C—12 to 17 inches; brown sand

R—17 inches; brown, unweathered sandstone bedrock

Deford

Oa—0 to 6 inches; black and very dark brown, highly decomposed plant material

A—6 to 8 inches; light gray dark brown sand

C—8 to 80 inches; light gray and brown sand
Keweenaw County Area, Michigan 41

Soil Properties and Qualities

Parent material: Betsy Bay—sandy glaciofluvial and glaciolacustrine deposits; Burt—

sandy residuum over sandstone; Deford—sandy glaciofluvial deposits

Slope: Betsy Bay—0 to 3 percent; Burt—0 to 3 percent; Deford—0 to 2 percent

Surface runoff class: Negligible

Potential for frost action: Moderate

Depth to restrictive feature: Betsy Bay—30 to 50 inches to bedrock (lithic); Burt—12 to

20 inches to bedrock (lithic); Deford—more than 80 inches

Drainage class: Betsy Bay—somewhat poorly drained; Burt and Deford—poorly

drained

Available water capacity: Betsy Bay—about 3.6 inches to a depth of 60 inches; Burt—

about 2.4 inches to a depth of 60 inches; Deford—about 5.6 inches to a depth of

60 inches

Shrink-swell potential: Betsy Bay—low; Burt—moderate; Deford—low

Permeability: Betsy Bay—rapid over moderately slow; Burt—moderately rapid;

Deford—rapid

Flooding: None

Depth to seasonal high water table: Betsy Bay—0.5 foot to 6.7 feet (April, May); Burt—

at the surface (January, February, March, April, May, October, November,

December); Deford—at the surface (January, February, March, April, May,

October, November, December)

Months in which ponding does not occur: Burt—January, February, June, July, August,

September, December; Betsy Bay—all year

Depth and most likely period of ponding: Burt—0.5 foot (March, April, May, October,

November); Deford—0.2 foot (all year)

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Betsy Bay—seedling mortality, windthrow hazard,

seasonal wetness; Burt—seedling mortality, windthrow hazard, depth to bedrock,

severe wetness; Deford—seedling mortality, windthrow hazard, severe wetness

Building site development

Major management concerns: Betsy Bay—cutbanks caving, depth to bedrock,

seasonal wetness; Burt—ponding, severe wetness; Deford—cutbanks caving,

ponding, severe wetness

Septic tank absorption fields

Major management concerns: Betsy Bay—poor filtering capacity, restricted

permeability, depth to bedrock, severe wetness; Burt—restricted permeability,

ponding, depth to bedrock; Deford—poor filtering capacity, ponding, severe

wetness

Interpretive Groups

Land capability classification: Betsy Bay—3w; Burt—7w; Deford—5w

Michigan soil management group: Betsy Bay—4/Rbc; Burt—Rbc; Deford—4c

Prime farmland category: Not prime farmland

Hydric soil status: Betsy Bay—not hydric; Burt and Deford—hydric

Forest habitat type: Betsy Bay—TMC-Vac, TTS; Burt and Deford—TTS, TTM
42 Soil Survey of

47A—Zeba-Jacobsville complex, 0 to 3 percent slopes,

stony

Setting

Landform: Depressions and drainageways on ground moraines and knolls on lake

benches

Map Unit Composition

Major components:

Zeba, stony, and similar soils: 45 to 65 percent

Jacobsville, stony, and similar soils: 20 to 35 percent

Minor components:

Chocolay and similar soils (0 to 8 percent of the map unit) on ridges and knolls

Abbaye and similar soils (0 to 8 percent of the map unit) on ridges and knolls

Burt and similar soils (0 to 5 percent of the map unit) in landscape positions

similar to those of the Jacobsville soil

Typical Profile

Zeba

Oa—0 to 2 inches; black, highly decomposed plant material

E—2 to 3 inches; brown fine sandy loam, loamy sand

Bs—3 to 9 inches; dark reddish brown fine sandy loam

E/B—9 to 14 inches; reddish brown loamy sand and fine sandy loam

B/E—14 to 25 inches; reddish brown fine sandy loam and loamy sand

2Cr—25 to 27 inches; reddish brown very channery fine sandy loam and very

channery loamy coarse sand

2R—27 inches; reddish brown and pinkish gray, unweathered sandstone bedrock

Jacobsville

Oa—0 to 5 inches; very dark gray, highly decomposed plant material

Eg—5 to 12 inches; brown fine sandy loam

Bw—12 to 20 inches; reddish brown gravelly fine sandy loam

C—20 to 21 inches; reddish brown channery fine sandy loam

2Cr—21 to 22 inches; weathered sandstone bedrock

2R—22 inches; sandstone bedrock

Soil Properties and Qualities

Parent material: Zeba—loamy drift over sandstone; Jacobsville—loamy till deposits

over sandstone

Slope: Zeba—0 to 3 percent; Jacobsville—0 to 2 percent

Surface runoff class: Zeba—low; Jacobsville—very low

Potential for frost action: High

Depth to restrictive feature: 26 to 36 inches to bedrock (lithic)

Drainage class: Zeba—somewhat poorly drained; Jacobsville—poorly drained

Available water capacity: Zeba—about 4.8 inches to a depth of 60 inches;

Jacobsville—about 4.5 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Moderate

Flooding: None

Depth to seasonal high water table: Zeba—0.5 foot to 2.8 feet (May); Jacobsville—at

the surface (January, February, March, April, May, October, November, December)

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

August, September, December; Zeba—all year
Keweenaw County Area, Michigan 43

Depth and most likely period of ponding: Jacobsville—0.5 foot (March, April, May,

October, November)

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Zeba—surface channers, surface stones, seedling

mortality, windthrow hazard, depth to bedrock, seasonal wetness; Jacobsville—

surface channers, surface stones, rock fragments, seedling mortality, windthrow

hazard, depth to bedrock, severe wetness

Building site development

Major management concerns: Zeba—surface channers, surface stones, depth to

bedrock, seasonal wetness; Jacobsville—surface channers, surface stones,

ponding, severe wetness

Septic tank absorption fields

Major management concerns: Zeba—surface channers, surface stones, restricted

permeability, depth to bedrock, severe wetness; Jacobsville—surface channers,

surface stones, ponding, depth to bedrock, severe wetness

Interpretive Groups

Land capability classification: Zeba—3w; Jacobsville—5w

Michigan soil management group: Zeba—3/Rbc; Jacobsville—3/Rbc

Prime farmland category: Not prime farmland

Hydric soil status: Zeba—not hydric; Jacobsville—hydric

Forest habitat type: Zeba—TMC-D, TMC; Jacobsville—TTM, TMC-Vac

51C—Arcadian-Nipissing-Rock outcrop complex,

dissected, 1 to 12 percent slopes, very stony

Setting

Landform: Ridges and hills on lake bench ridges and moraines

Map Unit Composition

Major components:

Arcadian, dissected, very stony, and similar soils: 35 to 60 percent

Nipissing, dissected, very stony, and similar soils: 25 to 35 percent

Rock outcrop: 10 to 25 percent

Minor components:

Gratiot and similar soils (0 to 8 percent of the map unit) in depressions and

drainageways

Copper Harbor and similar soils (0 to 7 percent of the map unit) in the slightly

lower landscape positions

Paavola and similar soils (0 to 6 percent of the map unit) in the slightly lower

landscape positions

Typical Profile

Arcadian

Oa—0 to 3 inches; black, highly decomposed plant material

E—3 to 5 inches; dark brown very gravelly fine sandy loam

Bhs—5 to 12 inches; dark reddish brown very gravelly fine sandy loam

2R—12 inches; conglomerate bedrock
44 Soil Survey of

Nipissing

Oi—0 to 1 inch; black, moderately decomposed plant material

Oa—1 to 3 inches; black, highly decomposed plant material

E—3 to 4 inches; dark reddish gray very cobbly fine sandy loam

Bhs1—4 to 20 inches; dark reddish brown extremely cobbly fine sandy loam

Bhs2—20 to 29 inches; very dusky red extremely cobbly fine sandy loam

Bs—29 to 35 inches; dark reddish brown extremely cobbly fine sandy loam

2C—35 to 39 inches; fragmental material

3R—39 inches; conglomerate and basalt bedrock

Soil Properties and Qualities

Parent material: Arcadian—loamy-skeletal drift over basalt and conglomerate bedrock;

Nipissing—loamy-skeletal over fragmental drift over conglomerate and basalt

bedrock

Slope: 1 to 12 percent

Surface runoff class: Arcadian—medium; Nipissing—low

Potential for frost action: Moderate

Depth to restrictive feature: Arcadian—10 to 20 inches to bedrock (lithic); Nipissing—

20 to 40 inches to bedrock (lithic)

Drainage class: Well drained

Available water capacity: Arcadian—about 2.0 inches to a depth of 60 inches;

Nipissing—about 3.1 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Arcadian—moderate; Nipissing—moderately rapid over very rapid

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Note: Onsite investigation is needed to determine the suitability for specific uses.

Woodland

Major management concerns: Arcadian—surface stones, rock fragments, seedling

mortality, windthrow hazard, depth to bedrock, rock outcrops; Nipissing—surface

stones, rock fragments, seedling mortality, depth to bedrock

Building site development

Major management concerns: Arcadian—surface stones, depth to bedrock, slope;

Nipissing—surface stones, large stones, depth to bedrock, slope

Septic tank absorption fields

Major management concerns: Arcadian—surface stones, slope, depth to bedrock;

Nipissing—surface stones, large stones, slope, poor filtering capacity, depth to

bedrock

Interpretive Groups

Land capability classification: 7s

Michigan soil management group: Arcadian—Ra; Nipissing—G/Ra

Prime farmland category: Not prime farmland

Hydric soil status: Not hydric

Forest habitat type: TMV, ATD
Keweenaw County Area, Michigan 45

51E—Arcadian-Nipissing-Rock outcrop complex,

dissected, 8 to 35 percent slopes, very stony

Setting

Landform: Ridges, escarpments, and hills on lake benches; escarpments and ridges

on moraines

Map Unit Composition

Major components:

Arcadian, dissected, very stony, and similar soils: 40 to 80 percent

Nipissing, dissected, very stony, and similar soils: 10 to 40 percent

Rock outcrop: 10 to 20 percent

Minor components:

Waiska and similar soils (0 to 9 percent of the map unit) in landscape positions

similar to those of the Nipissing soil

Paavola and similar soils (0 to 4 percent of the map unit) in landscape positions

similar to those of the Nipissing soil

Gratiot and similar soils (0 to 3 percent of the map unit) in depressions and

drainageways

Typical Profile

Arcadian

Oa—0 to 3 inches; black, highly decomposed plant material

E—3 to 5 inches; dark brown very gravelly fine sandy loam

Bhs—5 to 12 inches; dark reddish brown very gravelly fine sandy loam

2R—12 inches; conglomerate bedrock

Nipissing

Oi—0 to 1 inch; black, moderately decomposed plant material

Oa—1 to 3 inches; black, highly decomposed plant material

E—3 to 4 inches; dark reddish gray very cobbly fine sandy loam

Bhs1—4 to 20 inches; dark reddish brown extremely cobbly fine sandy loam

Bhs2—20 to 29 inches; very dusky red extremely cobbly fine sandy loam

Bs—29 to 35 inches; dark reddish brown extremely cobbly fine sandy loam

2C—35 to 39 inches; fragmental material

3R—39 inches; conglomerate and basalt bedrock

Soil Properties and Qualities

Parent material: Arcadian—loamy-skeletal drift over conglomerate and basalt bedrock;

Nipissing—loamy-skeletal over fragmental drift over conglomerate and basalt

bedrock

Slope: 8 to 35 percent

Surface runoff class: Arcadian—high; Nipissing—low

Potential for frost action: Moderate

Depth to restrictive feature: Arcadian—10 to 20 inches to bedrock (lithic); Nipissing—

20 to 40 inches to bedrock (lithic)

Drainage class: Well drained

Available water capacity: Arcadian—about 2.0 inches to a depth of 60 inches;

Nipissing—about 3.1 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Arcadian—moderate; Nipissing—moderately rapid over very rapid
46 Soil Survey of

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major uses—wetland; other uses—wildlife habitat, idle land

Note: Onsite investigation is needed to determine the suitability for specific uses.

Woodland

Major management concerns: Arcadian—erosion, surface stones, rock fragments,

seedling mortality, windthrow hazard, slope, dissected slopes; Nipissing—erosion,

surface stones, rock fragments, seedling mortality, slope, dissected slopes, rock

outcrops

Building site development

Major management concerns: Arcadian—surface stones, depth to bedrock, slope;

Nipissing—surface stones, large stones, depth to bedrock, slope

Septic tank absorption fields

Major management concerns: Arcadian—surface stones, slope, depth to bedrock;

Nipissing—surface stones, large stones, slope, poor filtering capacity, depth to

bedrock

Interpretive Groups

Land capability classification: 7s

Michigan soil management group: Arcadian—Ra; Nipissing—G/Ra

Prime farmland category: Not prime farmland

Hydric soil status: Not hydric

Forest habitat type: TM, TMV

52C—Arcadian-Dishno-Rock outcrop complex, dissected,

1 to 12 percent slopes, very bouldery

Setting

Landform: Ridges, escarpments, and hills on moraines and lake plains

Map Unit Composition

Major components:

Arcadian and similar soils: 40 to 55 percent

Dishno and similar soils: 20 to 35 percent

Rock outcrop: 10 to 25 percent

Minor components:

Gratiot and similar soils (0 to 8 percent of the map unit) in depressions and

drainageways

Montreal and similar soils (0 to 7 percent of the map unit) in landscape positions

similar to those of the Dishno soil

Paavola and similar soils (0 to 5 percent of the map unit) in landscape positions

similar to those of the Dishno soil

Typical Profile

Arcadian

Oa—0 to 3 inches; black, highly decomposed plant material

E—3 to 5 inches; dark brown very gravelly fine sandy loam
Keweenaw County Area, Michigan 47

Bhs—5 to 12 inches; dark reddish brown very gravelly fine sandy loam

2R—12 inches; conglomerate bedrock

Dishno

Oe—0 to 1 inch; dark reddish brown, moderately decomposed plant material

A—1 to 3 inches; dark reddish brown cobbly very fine sandy loam

E—3 to 4 inches; reddish gray cobbly very fine sandy loam

Bhs—4 to 8 inches; dark brown cobbly very fine sandy loam

Bs—8 to 26 inches; dark brown and brown cobbly very fine sandy loam

2BC—26 to 31 inches; brown very cobbly loamy sand

2C—31 to 42 inches; brown very cobbly loamy sand

3R—42 inches; unweathered basalt bedrock

Soil Properties and Qualities

Parent material: Arcadian—loamy-skeletal drift over basalt and conglomerate bedrock;

Dishno—loamy and silty eolian deposits over coarse-loamy and sandy or sandyskeletal till deposits over conglomerate and basalt bedrock

Slope: 1 to 12 percent

Surface runoff class: Arcadian—medium; Dishno—low

Potential for frost action: Moderate

Depth to restrictive feature: Arcadian—10 to 20 inches to bedrock (lithic); Dishno—40

to 60 inches to bedrock (lithic)

Drainage class: Arcadian—well drained; Dishno—moderately well drained

Available water capacity: Arcadian—about 2.0 inches to a depth of 60 inches;

Dishno—about 6.3 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Arcadian—moderate; Dishno—moderate over moderately rapid

Flooding: None

Depth to seasonal high water table: Arcadian—more than 6.5 feet; Dishno—1.0 to 3.8

feet (April, October)

Ponding: None

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, building site

development, idle land

Note: Onsite investigation is needed to determine the suitability for specific uses.

Woodland

Major management concerns: Arcadian—surface boulders, rock fragments, seedling

mortality, windthrow hazard, depth to bedrock, rock outcrops; Dishno—surface

boulders, rock fragments, clayey textures, seedling mortality, soil rutting, seasonal

wetness, rock outcrops

Building site development

Major management concerns: Arcadian—surface stones, surface boulders, depth to

bedrock, slope; Dishno—surface stones, surface boulders, depth to bedrock,

slope, seasonal wetness

Septic tank absorption fields

Major management concerns: Arcadian—surface stones, surface boulders, slope,

depth to bedrock; Dishno—surface stones, surface boulders, slope, depth to

bedrock, severe wetness

Interpretive Groups

Land capability classification: Arcadian—7s; Dishno—6s

Michigan soil management group: Arcadian—Ra; Dishno—3a
48 Soil Survey of

Prime farmland category: Not prime farmland

Hydric soil status: Not hydric

Forest habitat type: Arcadian—AVO, ATD; Dishno—ATD, AVO

52E—Arcadian-Dishno-Rock outcrop complex, dissected,

8 to 35 percent slopes, very bouldery

Setting

Landform: Ridges, escarpments, and hills on moraines and lake plains

Map Unit Composition

Major components:

Arcadian, dissected, very bouldery, and similar soils: 40 to 55 percent

Dishno, dissected, very bouldery, and similar soils: 20 to 35 percent

Rock outcrop: 10 to 25 percent

Minor components:

Montreal and similar soils (0 to 5 percent of the map unit) in landscape positions

similar to those of the Dishno soil

Paavola and similar soils (0 to 5 percent of the map unit) in landscape positions

similar to those of the Dishno soil

Gratiot and similar soils (0 to 3 percent of the map unit) in depressions and

drainageways

Typical Profile

Arcadian

Oa—0 to 3 inches; black, highly decomposed plant material

E—3 to 5 inches; dark brown very gravelly fine sandy loam

Bhs—5 to 12 inches; dark reddish brown very gravelly fine sandy loam

2R—12 inches; conglomerate bedrock

Dishno

Oe—0 to 1 inch; dark reddish brown, moderately decomposed plant material

A—1 to 3 inches; dark reddish brown cobbly very fine sandy loam

E—3 to 4 inches; reddish gray cobbly very fine sandy loam

Bhs—4 to 8 inches; dark brown cobbly very fine sandy loam

Bs—8 to 26 inches; dark brown and brown cobbly very fine sandy loam

2BC—26 to 31 inches; brown very cobbly loamy sand

2C—31 to 42 inches; brown very cobbly loamy sand

3R—42 inches; unweathered basalt bedrock

Soil Properties and Qualities

Parent material: Arcadian—loamy-skeletal drift over basalt and conglomerate bedrock;

Dishno—silty eolian deposits or coarse-loamy over sandy or sandy-skeletal till

deposits over conglomerate and basalt bedrock

Slope: 8 to 35 percent

Surface runoff class: Arcadian—high; Dishno—medium

Potential for frost action: Moderate

Depth to restrictive feature: Arcadian—10 to 20 inches to bedrock (lithic); Dishno—40

to 60 inches to bedrock (lithic)

Drainage class: Moderately well drained

Available water capacity: Arcadian—about 2.0 inches to a depth of 60 inches;

Dishno—about 6.3 inches to a depth of 60 inches

Shrink-swell potential: Low
Keweenaw County Area, Michigan 49

Permeability: Arcadian—moderate; Dishno—moderate over moderately rapid

Flooding: None

Depth to seasonal high water table: Arcadian—more than 6.5 feet; Dishno—1.0 to 3.8

feet (April, October)

Ponding: None

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, idle land

Note: Onsite investigation is needed to determine the suitability for specific uses.

Woodland

Major management concerns: Arcadian—erosion, surface boulders, rock fragments,

seedling mortality, windthrow hazard, slope, dissected slopes; Dishno—erosion,

surface boulders, rock fragments, clayey textures, seedling mortality, soil rutting,

slope, dissected slopes, rock outcrops

Building site development

Major management concerns: Arcadian—surface stones, surface boulders, depth to

bedrock, slope; Dishno—surface stones, surface boulders, cutbanks caving, depth

to bedrock, slope, seasonal wetness

Septic tank absorption fields

Major management concerns: Arcadian—surface stones, surface boulders, slope,

depth to bedrock; Dishno—surface stones, surface boulders, slope, depth to

bedrock, severe wetness

Interpretive Groups

Land capability classification: Arcadian—7s; Dishno—7e

Michigan soil management group: Arcadian—Ra; Dishno—3a

Prime farmland category: Not prime farmland

Hydric soil status: Arcadian and Dishno—not hydric

Forest habitat type: Arcadian and Dishno—AVO, ATD

53E—Arcadian-Michigamme-Rock outcrop complex, 8 to

35 percent slopes, extremely bouldery

Setting

Landform: Ridges, escarpments, and hills on moraines

Map Unit Composition

Major components:

Arcadian, extremely bouldery, and similar soils: 40 to 55 percent

Michigamme, extremely bouldery, and similar soils: 20 to 30 percent

Rock outcrop: 15 to 30 percent

Minor components:

Dishno and similar soils (0 to 4 percent of the map unit) in the slightly lower

landscape positions

Montreal and similar soils (0 to 3 percent of the map unit) in the slightly lower

landscape positions

Paavola and similar soils (0 to 3 percent of the map unit)

Typical Profile

Arcadian

Oa—0 to 3 inches; black, highly decomposed plant material
50 Soil Survey of

E—3 to 5 inches; dark brown very gravelly fine sandy loam

Bhs—5 to 12 inches; dark reddish brown very gravelly fine sandy loam

2R—12 inches; conglomerate bedrock;

Michigamme

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 4 inches; dark reddish gray cobbly very fine sandy loam

Bhs—4 to 10 inches; dark brown cobbly very fine sandy loam

Bs—10 to 22 inches; dark brown and brown very cobbly very fine sandy loam

2B/E—22 to 30 inches; brown cobbly loamy sand and bouldery loamy sand

3R—30 inches; unweathered basalt bedrock

Soil Properties and Qualities

Parent material: Arcadian—loamy-skeletal drift over basalt over conglomerate bedrock;

Michigamme—silty and loamy eolian deposits over coarse-loamy till over basalt or

conglomerate bedrock

Slope: 8 to 35 percent

Surface runoff class: High

Potential for frost action: Moderate

Depth to restrictive feature: Arcadian—10 to 20 inches to bedrock (lithic);

Michigamme—22 to 40 inches to bedrock (lithic)

Drainage class: Well drained

Available water capacity: Arcadian—about 2.0 inches to a depth of 60 inches;

Michigamme—about 4.3 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Moderate

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Note: Onsite investigation is needed to determine the suitability for specific uses.

Woodland

Major management concerns: Arcadian—erosion, surface boulders;,rock fragments,

seedling mortality, windthrow hazard, slope, rock outcrops; Michigamme—erosion,

surface boulders, rock fragments, clayey textures, seedling mortality, soil rutting,

slope, rock outcrops

Building site development

Major management concerns: Arcadian—surface stones, surface boulders, depth to

bedrock, slope; Michigamme—surface stones, surface boulders, cutbanks caving

Septic tank absorption fields

Major management concerns: Arcadian—surface stones, surface boulders, slope,

depth to bedrock; Michigamme—surface stones, surface boulders, slope, depth to

bedrock

Interpretive Groups

Land capability classification: Arcadian—7s; Michigamme—7s

Michigan soil management group: Arcadian—Ra; Michigamme—3/Ra

Prime farmland category: Not prime farmland

Hydric soil status: Arcadian and Michigamme—not hydric

Forest habitat type: Arcadian—ATD, TMV; Michigamme—ATD, TMV
Keweenaw County Area, Michigan 51

53F—Arcadian-Michigamme-Rock outcrop complex, 35 to

70 percent slopes, extremely bouldery

Setting

Landform: Ridges, escarpments, and hills on moraines

Map Unit Composition

Major components:

Arcadian, extremely bouldery, and similar soils: 40 to 55 percent

Michigamme, extremely bouldery, and similar soils: 20 to 35 percent

Rock outcrop: 10 to 30 percent

Minor components:

Trimountain and similar soils (0 to 7 percent of the map unit) in landscape

positions similar to those of the Michigamme soil

Lac La Belle and similar soils (0 to 5 percent of the map unit) in landscape

positions similar to those of the Michigamme soil

Typical Profile

Arcadian

Oa—0 to 3 inches; black, highly decomposed plant material

E—3 to 5 inches; dark brown very gravelly fine sandy loam

Bhs—5 to 12 inches; dark reddish brown very gravelly fine sandy loam

2R—12 inches; conglomerate bedrock

Michigamme

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 4 inches; dark reddish gray cobbly very fine sandy loam

Bhs—4 to 10 inches; dark brown cobbly very fine sandy loam

Bs—10 to 22 inches; dark brown and brown very cobbly very fine sandy loam

2B/E—22 to 30 inches; brown cobbly loamy sand and bouldery loamy sand

3R—30 inches; unweathered basalt bedrock

Soil Properties and Qualities

Parent material: Arcadian—loamy-skeletal drift over basalt and conglomerate bedrock;

Michigamme—silty and loamy eolian deposits over coarse-loamy till deposits over

basalt and conglomerate bedrock

Slope: 35 to 70 percent

Surface runoff class: Arcadian—high; Michigamme—medium

Potential for frost action: Moderate

Depth to restrictive feature: Arcadian—10 to 20 inches to bedrock (lithic);

Michigamme—20 to 40 inches to bedrock (lithic)

Drainage class: Well drained

Available water capacity: Arcadian—about 2.0 inches to a depth of 60 inches;

Michigamme—about 4.3 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Moderate

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, idle land

Note: Onsite investigation is needed to determine the suitability for specific uses.
52 Soil Survey of

Woodland

Major management concerns: Arcadian—erosion, surface boulders, rock fragments,

seedling mortality, windthrow hazard, slope, rock outcrops; Michigamme—erosion,

surface boulders, rock fragments, seedling mortality, soil rutting, slope, rock

outcrops

Building site development

Major management concerns: Surface stones, surface boulders, depth to bedrock,

slope

Septic tank absorption fields

Major management concerns: Surface stones, surface boulders, slope, depth to

bedrock

Interpretive Groups

Land capability classification: Arcadian and Michigamme—7s

Michigan soil management group: Arcadian—Ra; Michigamme—3/Ra

Prime farmland category: Not prime farmland

Hydric soil status: Arcadian and Michigamme—not hydric

Forest habitat type: Arcadian and Michigamme—TMV, ATD

55B—Chocolay very cobbly fine sandy loam, 1 to 8

percent slopes, very flaggy

Setting

Landform: Ridges and knolls on lake benches

Map Unit Composition

Major components:

Chocolay and similar soils: 85 to 95 percent

Minor components:

Zeba, stony, and similar soils (0 to 8 percent of the map unit) in depressions and

drainageways

Jacobsville, stony, and similar soils (0 to 8 percent of the map unit) in depressions

and drainageways

Burt and similar soils (0 to 7 percent of the map unit) in depressions and

drainageways

Typical Profile

Chocolay

Oa—0 to 2 inches; black, highly decomposed plant material

E—2 to 11 inches; pinkish gray gravelly very fine sandy loam

Bhs—11 to 13 inches; dark reddish brown very gravelly fine sandy loam

Bs—13 to 18 inches; brown very gravelly very fine sandy loam

Cr—18 to 21 inches; brown very flaggy fine sandy loam

2R—21 inches; unweathered sandstone bedrock

Soil Properties and Qualities

Parent material: Loamy-skeletal till deposits over sandstone

Slope: 1 to 8 percent

Surface runoff class: Low

Potential for frost action: Moderate

Depth to restrictive feature: 20 to 40 inches to bedrock (lithic)
Keweenaw County Area, Michigan 53

Drainage class: Moderately well drained

Available water capacity: About 2.1 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Moderate

Flooding: None

Depth to seasonal high water table: 1.0 to 2.3 feet (April, October)

Ponding: None

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, building site

development

Woodland

Major management concerns: Surface flagstones, rock fragments, seedling mortality,

depth to bedrock

Building site development

Major management concerns: Surface channers, surface flagstones, large stones,

depth to bedrock, slope, seasonal wetness

Septic tank absorption fields

Major management concerns: Surface channers, surface flagstones, large stones,

slope, depth to bedrock, wetness

Interpretive Groups

Land capability classification: 6s

Michigan soil management group: 3/Ra

Prime farmland category: Not prime farmland

Hydric soil status: Not hydric

Forest habitat type: ATD

100B—Waiska cobbly loamy sand, 0 to 8 percent slopes

Setting

Landform: Ridges, hillslopes, and knolls on outwash plains, stream terraces, kames,

and eskers

Map Unit Composition

Major components:

Waiska and similar soils: 85 to 95 percent

Minor components:

Copper Harbor and similar soils (0 to 8 percent of the map unit) in the slightly

lower landscape positions

Garlic and similar soils (0 to 6 percent of the map unit) in landscape positions

similar to those of the Waiska soil

Bete Grise and similar soils (0 to 6 percent of the map unit) in depressions and

drainageways

Typical Profile

Waiska

Oi—0 to 1 inch; dark reddish brown, moderately decomposed plant material

E—1 to 7 inches; brown cobbly loamy sand

Bhs—7 to 23 inches; dark brown very gravelly loamy sand

Bs—23 to 35 inches; dark brown extremely gravelly coarse sand
54 Soil Survey of

BC—35 to 60 inches; dark brown extremely gravelly coarse sand

C—60 to 80 inches; brown extremely gravelly coarse sand

Soil Properties and Qualities

Parent material: Sandy-skeletal glaciofluvial and glaciolacustrine deposits

Slope: 0 to 8 percent

Surface runoff class: Negligible

Potential for frost action: Low

Depth to restrictive feature: More than 80 inches

Drainage class: Excessively drained

Available water capacity: About 2.3 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Rapid

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, building site

development

Woodland

Major management concerns: Rock fragments, seedling mortality

Building site development

Major management concerns: Surface stones, cutbanks caving, slope

Septic tank absorption fields

Major management concerns: Surface stones, slope, poor filtering capacity

Interpretive Groups

Land capability classification: 6s

Michigan soil management group: Ga

Prime farmland category: Not prime farmland

Hydric soil status: Not hydric

Forest habitat type: ATD

100D—Waiska cobbly loamy sand, 8 to 15 percent slopes

Setting

Landform: Ridges, hillslopes, and knolls on outwash plains, stream terraces, kames,

and eskers

Map Unit Composition

Major components:

Waiska and similar soils: 85 to 95 percent

Minor components:

Copper Harbor and similar soils (0 to 8 percent of the map unit) in the slightly

lower landscape positions

Garlic and similar soils (0 to 6 percent of the map unit) in landscape positions

similar to those of the Waiska soil

Paavola and similar soils (0 to 6 percent of the map unit) in the slightly lower

landscape positions
Keweenaw County Area, Michigan 55

Typical Profile

Waiska

Oi—0 to 1 inch; dark reddish brown, moderately decomposed plant material

E—1 to 7 inches; brown cobbly loamy sand

Bhs—7 to 23 inches; dark brown very gravelly loamy sand

Bs—23 to 35 inches; dark brown extremely gravelly coarse sand

BC—35 to 60 inches; dark brown extremely gravelly coarse sand

C—60 to 80 inches; brown extremely gravelly coarse sand

Soil Properties and Qualities

Parent material: Sandy-skeletal glaciofluvial and glaciolacustrine deposits

Slope: 8 to 15 percent

Surface runoff class: Very low

Potential for frost action: Low

Depth to restrictive feature: More than 80 inches

Drainage class: Excessively drained

Available water capacity: About 2.3 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Rapid

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Rock fragments, seedling mortality

Building site development

Major management concerns: Surface stones, cutbanks caving, slope

Septic tank absorption fields

Major management concerns: Surface stones, slope, poor filtering capacity

Interpretive Groups

Land capability classification: 6s

Michigan soil management group: Ga

Prime farmland category: Not prime farmland

Hydric soil status: Not hydric

Forest habitat type: ATD

102C—Waiska-Garlic complex, dissected, 1 to 12 percent

slopes, very bouldery

Setting

Landform: Knolls, ridges, and hillslopes on outwash plains, stream terraces, and lake

plains

Map Unit Composition

Major components:

Waiska, dissected, very bouldery, and similar soils: 40 to 75 percent

Garlic, dissected, very bouldery, and similar soils: 20 to 50 percent
56 Soil Survey of

Minor components:

Borgstrom and similar soils (0 to 9 percent of the map unit) in the slightly lower

landscape positions

Copper Harbor and similar soils (0 to 7 percent of the map unit) in the slightly

lower landscape positions

Bete Grise and similar soils (0 to 5 percent of the map unit) in depressions and

drainageways

Typical Profile

Waiska

Oi—0 to 1 inch; dark reddish brown, moderately decomposed plant material

E—1 to 7 inches; brown cobbly loamy sand

Bhs—7 to 23 inches; dark brown very gravelly loamy sand

Bs—23 to 35 inches; dark brown extremely gravelly coarse sand

BC—35 to 60 inches; dark brown extremely gravelly coarse sand

C—60 to 80 inches; brown extremely gravelly coarse sand

Garlic

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 7 inches; brown loamy fine sand

Bhs—7 to 13 inches; dark brown fine sand

Bs1—13 to 20 inches; dark brown fine sand

Bs2—20 to 27 inches; brown sand

BC—27 to 46 inches; brown sand

C—46 to 80 inches; brown sand

Soil Properties and Qualities

Parent material: Waiska—sandy-skeletal glaciofluvial and glaciolacustrine deposits;

Garlic—sandy glaciofluvial and sandy-skeletal glaciofluvial and glaciolacustrine

deposits

Slope: 1 to 12 percent

Surface runoff class: Very low

Potential for frost action: Low

Depth to restrictive feature: More than 80 inches

Drainage class: Waiska—excessively drained; Garlic—well drained

Available water capacity: Waiska—about 2.3 inches to a depth of 60 inches; Garlic—

about 4.4 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Waiska—very rapid; Garlic—moderately rapid

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, building site

development

Woodland

Major management concerns: Waiska—surface boulders, rock fragments, seedling

mortality; Garlic—seedling mortality

Building site development

Major management concerns: Waiska—surface boulders, cutbanks caving, slope;

Garlic—cutbanks caving, slope
Keweenaw County Area, Michigan 57

Septic tank absorption fields

Major management concerns: Waiska—surface stones, surface boulders, slope, poor

filtering capacity; Garlic—slope, poor filtering capacity

Interpretive Groups

Land capability classification: Waiska—6s; Garlic—6s

Michigan soil management group: Waiska—Ga; Garlic—5.3a

Prime farmland category: Not prime farmland

Hydric soil status: Not hydric

Forest habitat type: Waiska—ATD, AVO; Garlic—ATD

102E—Waiska-Garlic complex, dissected, 8 to 35 percent

slopes, very bouldery

Setting

Landform: Hillslopes, knolls, and ridges on stream terraces, kames, eskers, and

outwash plains

Map Unit Composition

Major components:

Waiska, dissected, very bouldery, and similar soils: 40 to 95 percent

Garlic, dissected, very bouldery, and similar soils: 10 to 45 percent

Minor components:

Borgstrom and similar soils (0 to 8 percent of the map unit) in the slightly lower

landscape positions

Copper Harbor and similar soils (0 to 6 percent of the map unit) in the slightly

lower landscape positions

Paavola and similar soils (0 to 5 percent of the map unit) in the slightly lower

landscape positions

Typical Profile

Waiska

Oi—0 to 1 inch; moderately decomposed plant material

E—1 to 7 inches; cobbly loamy sand

Bhs—7 to 23 inches; very gravelly loamy sand

Bs—23 to 35 inches; extremely gravelly coarse sand

BC—35 to 60 inches; extremely gravelly coarse sand

C—60 to 80 inches; extremely gravelly coarse sand

Garlic

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 7 inches; brown loamy fine sand

Bhs—7 to 13 inches; dark brown fine sand

Bs1—13 to 20 inches; dark brown fine sand

Bs2—20 to 27 inches; brown sand

BC—27 to 46 inches; brown sand

C—46 to 80 inches; brown sand

Soil Properties and Qualities

Parent material: Waiska—sandy-skeletal glaciofluvial and glaciolacustrine deposits;

Garlic—sandy glaciofluvial deposits and glaciolacustrine deposits

Slope: 8 to 35 percent
58 Soil Survey of

Surface runoff class: Low

Potential for frost action: Low

Depth to restrictive feature: More than 80 inches

Drainage class: Waiska—excessively drained; Garlic—well drained

Available water capacity: Waiska—about 2.3 inches to a depth of 60 inches; Garlic—

about 4.4 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Waiska—very rapid; Garlic—rapid

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat

Woodland

Major management concerns: Waiska—erosion, surface boulders, rock fragments,

seedling mortality, slope, dissected slopes; Garlic—erosion, surface boulders,

seedling mortality, slope, dissected slopes

Building site development

Major management concerns: Waiska—surface stones, surface boulders, cutbanks

caving, slope; Garlic—cutbanks caving, slope

Septic tank absorption fields

Major management concerns: Waiska—surface stones, surface boulders, slope, poor

filtering capacity; Garlic—slope, poor filtering capacity

Interpretive Groups

Land capability classification: 7s

Michigan soil management group: Waiska—Ga; Garlic—5.3a

Prime farmland category: Not prime farmland

Hydric soil status: Not hydric

Forest habitat type: Waiska—ATD, AVO; Garlic—ATD

102F—Waiska-Garlic complex, dissected, 15 to 60 percent

slopes, very bouldery

Setting

Landform: Ridges, knolls, and hillslopes on stream terraces, outwash plains, kames,

and eskers

Map Unit Composition

Major components:

Waiska, dissected, very bouldery, and similar soils: 45 to 75 percent

Garlic, dissected, very bouldery, and similar soils: 20 to 50 percent

Minor components:

Lac La Belle and similar soils (0 to 6 percent of the map unit) in ravines and in

areas of bottom land

Alcona and similar soils (0 to 4 percent of the map unit) in ravines and in areas of

bottom land
Keweenaw County Area, Michigan 59

Typical Profile

Waiska

Oi—0 to 1 inch; dark reddish brown, moderately decomposed plant material

E—1 to 7 inches; brown cobbly loamy sand

Bhs—7 to 23 inches; dark brown very gravelly loamy sand

Bs—23 to 35 inches; dark brown extremely gravelly coarse sand

BC—35 to 60 inches; dark brown extremely gravelly coarse sand

C—60 to 80 inches; brown extremely gravelly coarse sand

Garlic

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 7 inches; brown loamy fine sand

Bhs—7 to 13 inches; dark brown fine sand

Bs1—13 to 20 inches; dark brown fine sand

Bs2—20 to 27 inches; brown sand

BC—27 to 46 inches; brown sand

C—46 to 80 inches; brown sand

Soil Properties and Qualities

Parent material: Waiska—sandy-skeletal glaciofluvial and glaciolacustrine deposits;

Garlic—sandy glaciofluvial and glaciolacustrine deposits

Slope: 15 to 60 percent

Surface runoff class: Low

Potential for frost action: Low

Depth to restrictive feature: More than 80 inches

Drainage class: Waiska—excessively drained; Garlic—well drained

Available water capacity: Waiska—about 2.3 inches to a depth of 60 inches; Garlic—

about 4.4 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Waiska—very rapid; Garlic—rapid

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Waiska—erosion, surface boulders, rock fragments,

seedling mortality, slope, dissected slopes; Garlic—erosion, seedling mortality,

slope, dissected slopes

Building site development

Major management concerns: Waiska—surface stones, surface boulders, cutbanks

caving, slope; Garlic—cutbanks caving, slope

Septic tank absorption fields

Major management concerns: Waiska—surface stones, surface boulders, slope, poor

filtering capacity; Garlic—slope, poor filtering capacity

Interpretive Groups

Land capability classification: 7s

Michigan soil management group: Waiska—Ga; Garlic—5.3a

Prime farmland category: Not prime farmland

Hydric soil status: Not hydric

Forest habitat type: Waiska—AVO, ATD; Garlic—ATD
60 Soil Survey of

110B—Shelldrake-Croswell complex, 0 to 8 percent

slopes

Setting

Landform: Dunes, beaches, and beach ridges on lakeshore complexes

Map Unit Composition

Major components:

Shelldrake and similar soils: 55 to 85 percent

Croswell and similar soils: 10 to 35 percent

Minor components:

Deer Park and similar soils (0 to 6 percent of the map unit) in the higher landscape

positions

Au Gres and similar soils (0 to 4 percent of the map unit) in depressions and

drainageways

Kinross and similar soils (0 to 3 percent of the map unit) in depressions and

drainageways

Typical Profile

Shelldrake

Oe—0 to 1 inch; black, moderately decomposed plant material

E—1 to 6 inches; brown sand

Bw—6 to 13 inches; light brown sand

BC—13 to 23 inches; light brown sand

C—23 to 80 inches; pink sand

Croswell

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 11 inches; pinkish gray sand

Bs—11 to 21 inches; dark brown and dark yellowish brown sand

BC—21 to 34 inches; yellowish brown sand

C—34 to 80 inches; brown sand

Soil Properties and Qualities

Parent material: Shelldrake—beach sand on lakeshore deposits; Croswell—sandy

glaciolacustrine and glaciofluvial deposits

Slope: 0 to 8 percent

Surface runoff class: Shelldrake—very low; Croswell—negligible

Potential for frost action: Low

Depth to restrictive feature: More than 80 inches

Drainage class: Shelldrake—excessively drained; Croswell—moderately well drained

Available water capacity: Shelldrake—about 2.5 inches to a depth of 60 inches;

Croswell—about 4.3 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Shelldrake—very rapid; Croswell—rapid

Flooding: None

Depth to seasonal high water table: Shelldrake—more than 6.5 feet; Croswell—2.0 to

6.7 feet (April, May)

Ponding: None

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, recreation, building site

development
Keweenaw County Area, Michigan 61

Woodland

Major management concerns: Sandy soils, seedling mortality

Building site development

Major management concerns: Shelldrake—cutbanks caving, slope; Croswell—

cutbanks caving, slope, seasonal wetness

Septic tank absorption fields

Major management concerns: Shelldrake—slope, poor filtering capacity; Croswell—

slope, poor filtering capacity, seasonal wetness

Interpretive Groups

Land capability classification: 6s

Michigan soil management group: Shelldrake—5.3a; Croswell—5a

Prime farmland category: Not prime farmland

Hydric soil status: Not hydric

Forest habitat type: Shelldrake—PVC; Croswell—QAE

111B—Deer Park sand, 0 to 8 percent slopes

Setting

Landform: Beach ridges and dunes on dune fields and lakeshore complexes

Map Unit Composition

Major components:

Deer Park and similar soils: 85 to 100 percent

Minor components:

Rubicon and similar soils (0 to 8 percent of the map unit) in landscape positions

similar to those of the Deer Park soil

Shelldrake and similar soils (0 to 7 percent of the map unit) in the higher

landscape positions

Croswell and similar soils (0 to 3 percent of the map unit) in the slightly lower

landscape positions and in the lowest positions on the landscape

Typical Profile

Deer Park

Oe—0 to 1 inch; black, moderately decomposed plant material

E—1 to 8 inches; grayish brown sand

Bs1—8 to 17 inches; dark yellowish brown fine sand

Bs2—17 to 24 inches; yellowish brown fine sand

BC—24 to 35 inches; brown fine sand

C—35 to 80 inches; pale brown fine sand

Soil Properties and Qualities

Parent material: Eolian and beach sands on lakeshore deposits

Slope: 0 to 8 percent

Surface runoff class: Negligible

Potential for frost action: Low

Depth to restrictive feature: More than 80 inches

Drainage class: Excessively drained

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

Shrink-swell potential: Low

Permeability: Rapid

Flooding: None
62 Soil Survey of

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, building site

development

Woodland

Major management concerns: Seedling mortality

Building site development

Major management concerns: Cutbanks caving, slope

Septic tank absorption fields

Major management concerns: Slope, poor filtering capacity

Interpretive Groups

Land capability classification: 6s

Michigan soil management group: 5.3a

Prime farmland category: Not prime farmland

Hydric soil status: Not hydric

Forest habitat type: AQV, QAE

111D—Deer Park sand, 6 to 18 percent slopes

Setting

Landform: Dunes and beach ridges on lakeshore complexes and dune fields

Map Unit Composition

Major components:

Deer Park and similar soils: 85 to 100 percent

Minor components:

Rubicon and similar soils (0 to 9 percent of the map unit) in landscape positions

similar to those of the Deer Park soil

Croswell and similar soils (0 to 8 percent of the map unit) in the slightly lower

landscape positions and in the lowest positions on the landscape

Typical Profile

Deer Park

Oe—0 to 1 inch; black, moderately decomposed plant material

E—1 to 8 inches; grayish brown sand

Bs1—8 to 17 inches; dark yellowish brown fine sand

Bs2—17 to 24 inches; yellowish brown fine sand

BC—24 to 35 inches; brown fine sand

C—35 to 80 inches; pale brown fine sand

Soil Properties and Qualities

Parent material: Eolian and beach sands on lakeshore deposits

Slope: 6 to 18 percent

Surface runoff class: Very low

Potential for frost action: Low

Depth to restrictive feature: More than 80 inches

Drainage class: Excessively drained

Available water capacity: About 4.6 inches to a depth of 60 inches
Keweenaw County Area, Michigan 63

Shrink-swell potential: Low

Permeability: Rapid

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, building site

development

Woodland

Major management concerns: Erosion, seedling mortality, slope

Building site development

Major management concerns: Cutbanks caving, slope

Septic tank absorption fields

Major management concerns: Slope, poor filtering capacity

Interpretive Groups

Land capability classification: 7s

Michigan soil management group: 5.3a

Prime farmland category: Not prime farmland

Hydric soil status: Not hydric

Forest habitat type: QAE, AQV

111E—Deer Park sand, 8 to 35 percent slopes

Setting

Landform: Dunes and beach ridges on dune fields and lakeshore complexes

Map Unit Composition

Major components:

Deer Park and similar soils: 85 to 100 percent

Minor components:

Rubicon and similar soils (0 to 10 percent of the map unit) in landscape positions

similar to those of the Deer Park soil

Typical Profile

Deer Park

Oe—0 to 1 inch; black, moderately decomposed plant material

E—1 to 8 inches; grayish brown sand

Bs1—8 to 17 inches; dark yellowish brown fine sand

Bs2—17 to 24 inches; yellowish brown fine sand

BC—24 to 35 inches; brown fine sand

C—35 to 80 inches; pale brown fine sand

Soil Properties and Qualities

Parent material: Eolian and beach sand on lakeshore deposits

Slope: 8 to 35 percent

Surface runoff class: Low

Potential for frost action: Low

Depth to restrictive feature: More than 80 inches

Drainage class: Excessively drained
64 Soil Survey of

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

Shrink-swell potential: Low

Permeability: Rapid

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, building site

development

Woodland

Major management concerns: Erosion, seedling mortality, slope

Building site development

Major management concerns: Cutbanks caving, slope

Septic tank absorption fields

Major management concerns: Slope, poor filtering capacity

Interpretive Groups

Land capability classification: 7s

Michigan soil management group: 5.3a

Prime farmland category: Not prime farmland

Hydric soil status: Not hydric

Forest habitat type: AQV, QAE

111F—Deer Park sand, 35 to 70 percent slopes

Setting

Landform: Dunes and beach ridges on lakeshore complexes and dune fields

Map Unit Composition

Major components:

Deer Park and similar soils: 80 to 95 percent

Minor components:

Rubicon and similar soils (0 to 10 percent of the map unit) in landscape positions

similar to those of the Deer Park soil

Typical Profile

Deer Park

Oe—0 to 1 inch; black, moderately decomposed plant material

E—1 to 8 inches; grayish brown sand

Bs1—8 to 17 inches; dark yellowish brown fine sand

Bs2—17 to 24 inches; yellowish brown fine sand

BC—24 to 35 inches; brown fine sand

C—35 to 80 inches; pale brown fine sand

Soil Properties and Qualities

Parent material: Eolian and beach sand on lakeshore deposits

Slope: 35 to 70 percent

Surface runoff class: Low

Potential for frost action: Low

Depth to restrictive feature: More than 80 inches
Keweenaw County Area, Michigan 65

Drainage class: Excessively drained

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

Shrink-swell potential: Low

Permeability: Rapid

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Erosion, seedling mortality, slope

Building site development

Major management concerns: Cutbanks caving, slope

Septic tank absorption fields

Major management concerns: Slope, poor filtering capacity

Interpretive Groups

Land capability classification: 7s

Michigan soil management group: 5.3a

Prime farmland category: Not prime farmland

Hydric soil status: Not hydric

Forest habitat type: QAE, AQV

112C—Deer Park-Croswell complex, 1 to 12 percent

slopes

Setting

Landform: Low sand ridges and dunes on lakeshore complexes

Map Unit Composition

Major components:

Deer Park and similar soils: 40 to 85 percent

Croswell and similar soils: 10 to 25 percent

Minor components:

Rubicon and similar soils (0 to 10 percent of the map unit) in landscape positions

similar to those of the Deer Park soil

Au Gres and similar soils (0 to 8 percent of the map unit) in depressions and

drainageways

Kinross and similar soils (0 to 6 percent of the map unit) in depressions and

drainageways

Typical Profile

Deer Park

Oe—0 to 1 inch; black, moderately decomposed plant material

E—1 to 8 inches; grayish brown fine sand

Bs1—8 to 17 inches; dark yellowish brown fine sand

Bs2—17 to 24 inches; yellowish brown fine sand

BC—24 to 35 inches; brown fine sand

C—35 to 80 inches; pale brown fine sand
66 Soil Survey of

Croswell

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 11 inches; pinkish gray sand

Bs—11 to 21 inches; dark brown and dark yellowish brown sand

BC—21 to 34 inches; yellowish brown sand

C—34 to 80 inches; brown sand

Soil Properties and Qualities

Parent material: Deer Park—beach sand on lakeshore deposits; Croswell—sandy

glaciolacustrine and glaciofluvial deposits

Slope: 1 to 12 percent

Surface runoff class: Deer Park—very low; Croswell—negligible

Potential for frost action: Low

Depth to restrictive feature: More than 80 inches

Drainage class: Deer Park—excessively drained; Croswell—moderately well drained

Available water capacity: Deer Park—about 4.6 inches to a depth of 60 inches;

Croswell—about 4.3 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Deer Park—rapid; Croswell—moderately rapid

Flooding: None

Depth to seasonal high water table: Deer Park—more than 6.5 feet; Croswell—2.0 to

6.7 feet (April, May)

Ponding: None

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, building site

development

Woodland

Major management concerns: Deer Park—seedling mortality; Croswell—sandy

textures, seedling mortality

Building site development

Major management concerns: Deer Park—cutbanks caving, slope; Croswell—

cutbanks caving, slope, seasonal wetness

Septic tank absorption fields

Major management concerns: Deer Park—slope, poor filtering capacity; Croswell—

slope, poor filtering capacity, seasonal wetness

Interpretive Groups

Land capability classification: Deer Park—7s; Croswell—7s

Michigan soil management group: Deer Park—5.3a; Croswell—5a

Prime farmland category: Not prime farmland

Hydric soil status: Not hydric

Forest habitat type: Deer Park—QAE; Croswell—QAE, TMC-Vac

113C—Rubicon-Croswell complex, 1 to 12 percent slopes

Setting

Landform: Beach ridges and dunes on lakeshore complexes and dune fields

Map Unit Composition

Major components:

Rubicon and similar soils: 30 to 75 percent

Croswell and similar soils: 10 to 35 percent
Keweenaw County Area, Michigan 67

Minor components:

Wallace and similar soils (0 to 10 percent of the map unit) in landscape positions

similar to those of the Rubicon soil

Au Gres and similar soils (0 to 8 percent of the map unit) in depressions and

drainageways

Deford and similar soils (0 to 5 percent of the map unit) in depressions and

drainageways

Typical Profile

Rubicon

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 7 inches; brown sand

Bs—7 to 34 inches; dark brown sand

BC—34 to 44 inches; brown sand

C—44 to 80 inches; light brown sand

Croswell

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 11 inches; pinkish gray sand

Bs—11 to 21 inches; dark brown and dark yellowish brown sand

BC—21 to 34 inches; yellowish brown sand

C—34 to 80 inches; brown sand

Soil Properties and Qualities

Parent material: Rubicon—sandy glaciolacustrine and eolian deposits; Croswell—

sandy glaciolacustrine and glaciofluvial deposits

Slope: 1 to 12 percent

Surface runoff class: Rubicon—very low; Croswell—negligible

Potential for frost action: Low

Depth to restrictive feature: More than 80 inches

Drainage class: Rubicon—excessively drained; Croswell—moderately well drained

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

Shrink-swell potential: Low

Permeability: Rapid

Flooding: None

Depth to seasonal high water table: Rubicon—more than 6.5 feet; Croswell—2.0 to 6.7

feet (April, May)

Ponding: None

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, building site

development

Woodland

Major management concerns: Sandy textures, seedling mortality

Building site development

Major management concerns: Rubicon—cutbanks caving, slope; Croswell—cutbanks

caving, slope, seasonal wetness

Septic tank absorption fields

Major management concerns: Rubicon—slope, poor filtering capacity; Croswell—

slope, poor filtering capacity, seasonal wetness
68 Soil Survey of

Interpretive Groups

Land capability classification: Rubicon—7s; Croswell—6s

Michigan soil management group: Rubicon—5.3a; Croswell—5a

Prime farmland category: Not prime farmland

Hydric soil status: Not hydric

Forest habitat type: Rubicon—AQVac, TMC; Croswell—AQV, TMC-Vac

120B—Garlic fine sand, 0 to 8 percent slopes

Setting

Landform: Knolls, hillslopes, and ridges on stream terraces and till-floored lake plains

Map Unit Composition

Major components:

Garlic and similar soils: 85 to 100 percent

Minor components:

Waiska and similar soils (0 to 10 percent of the map unit) in landscape positions

similar to those of the Garlic soil

Alcona and similar soils (0 to 7 percent of the map unit) in landscape positions

similar to those of the Garlic soil

Rubicon and similar soils (0 to 3 percent of the map unit) in landscape positions

similar to those of the Garlic soil

Typical Profile

Garlic

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 7 inches; brown loamy fine sand

Bhs—7 to 13 inches; dark brown fine sand

Bs1—13 to 20 inches; dark brown fine sand

Bs2—20 to 27 inches; brown sand

BC—27 to 46 inches; brown sand

C—46 to 80 inches; brown sand

Soil Properties and Qualities

Parent material: Sandy glaciofluvial and glaciolacustrine deposits

Slope: 0 to 8 percent

Surface runoff class: Negligible

Potential for frost action: Low

Depth to restrictive feature: More than 80 inches

Drainage class: Well drained

Available water capacity: About 4.4 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Rapid

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, building site

development

Woodland

Major management concerns: Seedling mortality
Keweenaw County Area, Michigan 69

Building site development

Major management concerns: Cutbanks caving, slope

Septic tank absorption fields

Major management concerns: Slope, poor filtering capacity

Interpretive Groups

Land capability classification: 4s

Michigan soil management group: 5.3a

Prime farmland category: Not prime farmland

Hydric soil status: Not hydric

Forest habitat type: TM, ATD-D

120D—Garlic fine sand, 8 to 15 percent slopes

Setting

Landform: Hillslopes, ridges, and knolls on stream terraces and till-floored lake plains

Map Unit Composition

Major components:

Garlic and similar soils: 85 to 100 percent

Minor components:

Waiska and similar soils (0 to 10 percent of the map unit) in landscape positions

similar to those of the Garlic soil

Alcona and similar soils (0 to 7 percent of the map unit) in landscape positions

similar to those of the Garlic soil

Rubicon and similar soils (0 to 3 percent of the map unit) in landscape positions

similar to those of the Garlic soil

Typical Profile

Garlic

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 7 inches; brown loamy fine sand

Bhs—7 to 13 inches; dark brown fine sand

Bs1—13 to 20 inches; dark brown fine sand

Bs2—20 to 27 inches; brown sand

BC—27 to 46 inches; brown sand

C—46 to 80 inches; brown sand

Soil Properties and Qualities

Parent material: Sandy glaciofluvial and glaciolacustrine deposits

Slope: 8 to 15 percent

Surface runoff class: Very low

Potential for frost action: Low

Depth to restrictive feature: More than 80 inches

Drainage class: Well drained

Available water capacity: About 4.4 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Rapid

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None
70 Soil Survey of

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, building site

development

Woodland

Major management concerns: Seedling mortality

Building site development

Major management concerns: Cutbanks caving, slope

Septic tank absorption fields

Major management concerns: Slope, poor filtering capacity

Interpretive Groups

Land capability classification: 6s

Michigan soil management group: 5.3a

Prime farmland category: Not prime farmland

Hydric soil status: Not hydric

Forest habitat type: TM, ATD-D

120E—Garlic fine sand, 15 to 35 percent slopes

Setting

Landform: Hillslopes, ridges, and knolls on stream terraces and till-floored lake plains

Map Unit Composition

Major components:

Garlic and similar soils: 80 to 95 percent

Minor components:

Waiska and similar soils (0 to 10 percent of the map unit) in landscape positions

similar to those of the Garlic soil

Alcona and similar soils (0 to 7 percent of the map unit) in landscape positions

similar to those of the Garlic soil

Rubicon and similar soils (0 to 5 percent of the map unit) in landscape positions

similar to those of the Garlic soil

Typical Profile

Garlic

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 7 inches; brown loamy fine sand

Bhs—7 to 13 inches; dark brown fine sand

Bs1—13 to 20 inches; dark brown fine sand

Bs2—20 to 27 inches; brown sand

BC—27 to 46 inches; brown sand

C—46 to 80 inches; brown sand

Soil Properties and Qualities

Parent material: Sandy glaciofluvial and glaciolacustrine deposits

Slope: 15 to 35 percent

Surface runoff class: Low

Potential for frost action: Low

Depth to restrictive feature: More than 80 inches

Drainage class: Well drained

Available water capacity: About 4.4 inches to a depth of 60 inches
Keweenaw County Area, Michigan 71

Shrink-swell potential: Low

Permeability: Rapid

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Erosion, seedling mortality, slope

Building site development

Major management concerns: Cutbanks caving, slope

Septic tank absorption fields

Major management concerns: Slope, poor filtering capacity

Interpretive Groups

Land capability classification: 7s

Michigan soil management group: 5.3a

Prime farmland category: Not prime farmland

Hydric soil status: Not hydric

Forest habitat type: TM, ATD-D

125A—Croswell-Au Gres complex, 0 to 3 percent slopes

Setting

Landform: Ridges and knolls on outwash plains and stream terraces; dunes on beach

ridges, lake plains, and shoreline complexes

Map Unit Composition

Major components:

Croswell and similar soils: 45 to 80 percent

Au Gres and similar soils: 10 to 35 percent

Minor components:

Rubicon and similar soils (0 to 8 percent of the map unit) in the higher landscape

positions

Deford and similar soils (0 to 6 percent of the map unit) in depressions and

drainageways

Kinross and similar soils (0 to 5 percent of the map unit) in depressions and

drainageways

Typical Profile

Croswell

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 11 inches; pinkish gray sand

Bs—11 to 21 inches; dark brown and dark yellowish brown sand

BC—21 to 34 inches; yellowish brown sand

C—34 to 80 inches; brown sand

Au Gres

Oa—0 to 4 inches; black, highly decomposed plant material

E—4 to 13 inches; pinkish gray sand

Bhs—13 to 19 inches; dark brown sand
72 Soil Survey of

Bs—19 to 28 inches; dark brown sand

BC—28 to 34 inches; brown sand

C—34 to 80 inches; brown sand

Soil Properties and Qualities

Parent material: Croswell—sandy glaciolacustrine and glaciofluvial deposits; Au

Gres—sandy glaciofluvial and glaciolacustrine deposits

Slope: 0 to 3 percent

Surface runoff class: Negligible

Potential for frost action: Croswell—low; Au Gres—moderate

Depth to restrictive feature: More than 80 inches

Drainage class: Croswell—moderately well drained; Au Gres—somewhat poorly

drained

Available water capacity: Croswell—about 4.3 inches to a depth of 60 inches; Au

Gres—about 5.6 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Moderately rapid

Flooding: None

Depth to seasonal high water table: Croswell—2.0 to 6.7 feet (April, May); Au Gres—

0.5 foot to 6.7 feet (April, May)

Ponding: None

Use and Management

Land use: Major uses—woodland; other uses—wildlife habitat, building site

development

Woodland

Major management concerns: Croswell—sandy textures, seedling mortality; Au

Gres—seedling mortality, windthrow hazard, seasonal wetness

Building site development

Major management concerns: Croswell—cutbanks caving, seasonal wetness; Au

Gres—cutbanks caving, seasonal wetness

Septic tank absorption fields

Major management concerns: Croswell—poor filtering capacity, seasonal wetness; Au

Gres—poor filtering capacity, wetness

Interpretive Groups

Land capability classification: Croswell—4s; Au Gres—4w

Michigan soil management group: Croswell—5a; Au Gres—5b

Prime farmland category: Not prime farmland;

Hydric soil status: Croswell—not hydric; Au Gres—not hydric

Forest habitat type: Croswell—AQVac; Au Gres-TMC-Vac

126B—Au Gres-Deford-Croswell complex, 0 to 6 percent

slopes

Setting

Landform: Beach ridges and depressions on lake plains and shoreline complexes

Map Unit Composition

Major components:

Au Gres and similar soils: 40 to 60 percent
Keweenaw County Area, Michigan 73

Deford and similar soils: 20 to 40 percent

Croswell and similar soils: 10 to 25 percent

Minor components:

Tawas and similar soils (0 to 8 percent of the map unit) in landscape positions

similar to those of the Deford soil

Rubicon and similar soils (0 to 7 percent of the map unit) in the higher landscape

positions

Kinross and similar soils (0 to 4 percent of the map unit) in landscape positions

similar to those of the Deford soil

Typical Profile

Au Gres

Oa—0 to 4 inches; black, highly decomposed plant material

E—4 to 13 inches; pinkish gray sand

Bhs—13 to 19 inches; dark brown sand

Bs—19 to 28 inches; dark brown sand

BC—28 to 34 inches; brown sand

C—34 to 80 inches; brown sand

Deford

Oa—0 to 6 inches; black and very dark brown, highly decomposed plant material

A—6 to 8 inches; light gray dark brown sand

C—8 to 80 inches; light gray and brown sand

Croswell

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 11 inches; pinkish gray sand

Bs—11 to 21 inches; dark brown and dark yellowish brown sand

BC—21 to 34 inches; yellowish brown sand

C—34 to 80 inches; brown sand

Soil Properties and Qualities

Parent material: Au Gres and Croswell—sandy glaciofluvial and glaciolacustrine

deposits; Deford—sandy glaciofluvial deposits

Slope: Au Gres and Croswell—0 to 6 percent; Deford—0 to 2 percent

Surface runoff class: Au Gres and Deford—negligible; Croswell—very low

Potential for frost action: Au Gres and Deford—moderate; Croswell—low

Depth to restrictive feature: More than 80 inches

Drainage class: Au Gres—somewhat poorly drained; Deford—poorly drained;

Croswell—moderately well drained

Available water capacity: Au Gres and Deford—about 5.6 inches to a depth of 60

inches; Croswell—about 4.3 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Rapid

Flooding: None

Depth to seasonal high water table: Au Gres—0.5 foot to 6.7 feet (April, May);

Deford—at the surface (January, February, March, April, May, October, November,

December); Croswell—2.0 to 6.7 feet (April, May)

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat
74 Soil Survey of

Woodland

Major management concerns: Au Gres and Deford—seedling mortality, windthrow

hazard, seasonal wetness; Croswell—sandy textures, seedling mortality

Building site development

Major management concerns: Au Gres and Croswell—cutbanks caving, seasonal

wetness; Deford—cutbanks caving, ponding, wetness

Septic tank absorption fields

Major management concerns: Au Gres—poor filtering capacity, wetness; Deford—poor

filtering capacity, ponding, wetness; Croswell—poor filtering capacity, seasonal

wetness

Interpretive Groups

Land capability classification: Au Gres—4w; Deford—5w; Croswell—6s

Michigan soil management group: Au Gres—5b; Deford—4c; Croswell—5a

Prime farmland category: Not prime farmland

Hydric soil status: Au Gres and Croswell—not hydric; Deford—hydric

Forest habitat type: Au Gres—TMC-Vac; Deford—TMC-Vac, AQVac; Croswell—TMCVac, AQVac

127A—Au Gres-Kinross complex, 0 to 3 percent slopes

Setting

Landform: Beach ridges and depressions on shoreline complexes and lake plains

Map Unit Composition

Major components:

Au Gres and similar soils: 40 to 70 percent

Kinross and similar soils: 20 to 40 percent

Minor components:

Croswell and similar soils (0 to 10 percent of the map unit) in the slightly higher

landscape positions

Dawson and similar soils (0 to 5 percent of the map unit) in landscape positions

similar to those of the Kinross soil

Typical Profile

Au Gres

Oa—0 to 4 inches; black, highly decomposed plant material

E—4 to 13 inches; pinkish gray sand

Bhs—13 to 19 inches; dark brown sand

Bs—19 to 28 inches; dark brown sand

BC—28 to 34 inches; brown sand

C—34 to 80 inches; brown sand

Kinross

Oi—0 to 2 inches; brown peat

Oa—2 to 6 inches; brown muck

E—6 to 16 inches; pinkish gray sand

Bhs—16 to 32 inches; dark brown sand

C—32 to 80 inches; dark grayish brown sand

Soil Properties and Qualities

Parent material: Sandy glaciofluvial and glaciolacustrine deposits
Keweenaw County Area, Michigan 75

Slope: 0 to 3 percent

Surface runoff class: Negligible

Potential for frost action: Moderate

Depth to restrictive feature: More than 80 inches

Drainage class: Au Gres—somewhat poorly drained; Kinross—very poorly drained

Available water capacity: Au Gres—about 5.6 inches to a depth of 60 inches;

Kinross—about 6.4 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Rapid

Flooding: None

Depth to seasonal high water table: Au Gres—0.5 foot to 6.7 feet (April, May);

Kinross—at the surface (January, February, March, April, May, October,

November, December)

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

August, September, December; Au Gres—all year

Depth and most likely period of ponding: Kinross—0.5 foot (March, April, May,

November)

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, building site

development

Woodland

Major management concerns: Au Gres—seedling mortality, windthrow hazard,

seasonal wetness; Kinross—seedling mortality, windthrow hazard, wetness

Building site development

Major management concerns: Au Gres—cutbanks caving, seasonal wetness;

Kinross—seedling mortality, windthrow hazard, wetness

Septic tank absorption fields

Major management concerns: Au Gres—poor filtering capacity, wetness; Kinross—

poor filtering capacity, ponding, wetness

Interpretive Groups

Land capability classification: Au Gres—4w; Kinross—6w

Michigan soil management group: Au Gres—5b; Kinross—5c-a

Prime farmland category: Not prime farmland

Hydric soil status: Au Gres—not hydric; Kinross—hydric

Forest habitat type: Au Gres—TMC-Vac; Kinross—TTS, PCS

130C—Garlic-Alcona complex, dissected, 1 to 12 percent

slopes

Setting

Landform: Ridges, knolls, and hillslopes on till-floored lake plains and stream terraces

Map Unit Composition

Major components:

Garlic, dissected, and similar soils: 45 to 75 percent

Alcona, dissected, and similar soils: 25 to 40 percent

Minor components:

Borgstrom and similar soils (0 to 10 percent of the map unit) in the slightly lower

landscape positions
76 Soil Survey of

Ingalls and similar soils (0 to 8 percent of the map unit) in depressions and

drainageways

Typical Profile

Garlic

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 7 inches; brown loamy fine sand

Bhs—7 to 13 inches; dark brown fine sand

Bs1—13 to 20 inches; dark brown fine sand

Bs2—20 to 27 inches; brown sand

BC—27 to 46 inches; brown sand

C—46 to 80 inches; brown sand

Alcona

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 4 inches; reddish gray very fine sandy loam

Bhs—4 to 7 inches; dark reddish brown very fine sandy loam

Bs—7 to 29 inches; brown very fine sandy loam

B/E—29 to 40 inches; dark reddish brown very fine sandy loam and reddish brown

loamy very fine sand

C1—40 to 46 inches; reddish brown very fine sandy loam, loamy very fine sand, and

fine sand

2C2—46 to 69 inches; reddish brown, stratified fine sand to loamy fine sand

2C3—69 to 80 inches; reddish brown fine sand

Soil Properties and Qualities

Parent material: Garlic—sandy glaciofluvial and glaciolacustrine deposits; Alcona—

coarse-loamy glaciofluvial and glaciolacustrine deposits

Slope: 1 to 12 percent

Surface runoff class: Garlic—very low; Alcona—medium

Potential for frost action: Garlic—low; Alcona—moderate

Depth to restrictive feature: More than 80 inches

Drainage class: Well drained

Available water capacity: Garlic—about 4.4 inches to a depth of 60 inches; Alcona—

about 8.6 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Garlic—rapid; Alcona—moderate

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Garlic—seedling mortality; Alcona—seedling mortality,

soil rutting

Building site development

Major management concerns: Garlic—surface stones, surface boulders, cutbanks

caving, slope; Alcona—cutbanks caving, slope

Septic tank absorption fields

Major management concerns: Garlic—slope, poor filtering capacity; Alcona—surface

stones, surface boulders, slope
Keweenaw County Area, Michigan 77

Interpretive Groups

Land capability classification: Garlic—6s; Alcona—3e

Michigan soil management group: Garlic—5.3a; Alcona—3a-s

Prime farmland category: Not prime farmland

Hydric soil status: Garlic—not hydric; Alcona—not hydric

Forest habitat type: Garlic—ATD-D; Alcona—ATD

130E—Garlic-Alcona complex, dissected, 8 to 35 percent

slopes

Setting

Landform: Ridges, knolls, and hillslopes on stream terraces and till-floored plains

Map Unit Composition

Major components:

Garlic, dissected, and similar soils: 50 to 70 percent

Alcona, dissected, and similar soils: 20 to 45 percent

Minor components:

Borgstrom and similar soils (0 to 10 percent of the map unit) in the slightly lower

landscape positions

Waiska and similar soils (0 to 5 percent of the map unit) in landscape positions

similar to those of the major soils

Typical Profile

Garlic

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 7 inches; brown loamy fine sand

Bhs—7 to 13 inches; dark brown fine sand

Bs1—13 to 20 inches; dark brown fine sand

Bs2—20 to 27 inches; brown sand

BC—27 to 46 inches; brown sand

C—46 to 80 inches; brown sand

Alcona

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 4 inches; reddish gray very fine sandy loam

Bhs—4 to 7 inches; dark reddish brown very fine sandy loam

Bs—7 to 29 inches; brown very fine sandy loam

B/E—29 to 40 inches; dark reddish brown very fine sandy loam and reddish brown

loamy very fine sand

C—40 to 46 inches; reddish brown very fine sandy loam, loamy very fine sand, and

fine sand

2C1—46 to 69 inches; reddish brown, stratified fine sand to loamy fine sand

2C2—69 to 80 inches; reddish brown fine sand

Soil Properties and Qualities

Parent material: Garlic—sandy glaciofluvial deposits and glaciolacustrine deposits;

Alcona—coarse-loamy glaciofluvial and glaciolacustrine deposits

Slope: 8 to 35 percent

Surface runoff class: Garlic—low; Alcona—high

Potential for frost action: Garlic—low; Alcona—moderate

Depth to restrictive feature: More than 80 inches
78 Soil Survey of

Drainage class: Well drained

Available water capacity: Garlic—about 4.4 inches to a depth of 60 inches; Alcona—

about 8.6 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Garlic—rapid; Alcona—moderate

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Garlic—erosion, seedling mortality, slope, dissected

slopes; Alcona—erosion, seedling mortality, soil rutting, slope, dissected slopes

Building site development

Major management concerns: Garlic—cutbanks caving, slope; Alcona—slope

Septic tank absorption fields

Major management concerns: Garlic—slope, poor filtering capacity; Alcona—slope

Interpretive Groups

Land capability classification: Garlic—7s; Alcona—6e

Michigan soil management group: Garlic—5.3a; Alcona—3a-s

Prime farmland category: Not prime farmland

Hydric soil status: Not hydric

Forest habitat type: Garlic—ATD-D; Alcona—ATD

133C—Keweenaw-Garlic complex, 1 to 12 percent

slopes

Setting

Landform: Knolls and ridges on outwash plains and hillslopes; knolls and ridges on

ground moraines

Map Unit Composition

Major components:

Keweenaw, dissected, and similar soils: 40 to 60 percent

Garlic, dissected, and similar soils: 20 to 40 percent

Minor components:

Waiska and similar soils (0 to 10 percent of the map unit) in landscape positions

similar to those of the major soils

Yalmer and similar soils (0 to 7 percent of the map unit) in the slightly lower

landscape positions

Borgstrom and similar soils (0 to 3 percent of the map unit) in the slightly lower

landscape positions

Typical Profile

Keweenaw

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 11 inches; reddish gray loamy sand
Keweenaw County Area, Michigan 79

Bhs—11 to 17 inches; dark reddish brown loamy sand

Bs—17 to 39 inches; dark brown and brown loamy sand

B/E—39 to 61 inches; reddish brown fine sandy loam and loamy sand

E and B—61 to 80 inches; reddish brown loamy sand and fine sandy loam

Garlic

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 7 inches; brown loamy fine sand

Bhs—7 to 13 inches; dark brown fine sand

Bs1—13 to 20 inches; dark brown fine sand

Bs2—20 to 27 inches; brown sand

BC—27 to 46 inches; brown sand

C—46 to 80 inches; brown sand

Soil Properties and Qualities

Parent material: Keweenaw—sandy drift; Garlic—sandy glaciofluvial deposits sandy

glaciolacustrine deposits

Slope: 1 to 12 percent

Surface runoff class: Keweenaw—medium; Garlic—low

Potential for frost action: Low

Depth to restrictive feature: More than 80 inches

Drainage class: Well drained

Available water capacity: Keweenaw—about 5.3 inches to a depth of 60 inches;

Garlic—about 4.4 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Keweenaw—moderately rapid; Garlic—rapid

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Seedling mortality

Building site development

Major management concerns: Keweenaw—slope; Garlic—cutbanks caving, slope

Septic tank absorption fields

Major management concerns: Keweenaw—slope; Garlic—slope, poor filtering capacity

Interpretive Groups

Land capability classification: Keweenaw—3e; Garlic—6s

Michigan soil management group: Keweenaw—4a-a; Garlic—5.3a

Prime farmland category: Not prime farmland

Hydric soil status: Keweenaw—not hydric; Garlic—not hydric

Forest habitat type: Keweenaw—ATD-D, TM; Garlic—TM, ATD

133E—Keweenaw-Garlic complex, 8 to 35 percent

slopes

Setting

Landform: Ridges, knolls, and hillslopes on outwash plains, terraces, and moraines
80 Soil Survey of

Map Unit Composition

Major components:

Keweenaw, dissected, and similar soils: 40 to 60 percent

Garlic, dissected, and similar soils: 20 to 40 percent

Minor components:

Waiska and similar soils (0 to 10 percent of the map unit) in landscape positions

similar to those of the major soils

Yalmer and similar soils (0 to 7 percent of the map unit) in the slightly lower

landscape positions

Borgstrom and similar soils (0 to 3 percent of the map unit) in the slightly lower

landscape positions

Typical Profile

Keweenaw

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 11 inches; reddish gray loamy sand

Bhs—11 to 17 inches; dark reddish brown loamy sand

Bs—17 to 39 inches; dark brown and brown loamy sand

B/E—39 to 61 inches; reddish brown fine sandy loam and loamy sand

E and B—61 to 80 inches; reddish brown loamy sand and fine sandy loam

Garlic

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 7 inches; brown loamy fine sand

Bhs—7 to 13 inches; dark brown fine sand

Bs1—13 to 20 inches; dark brown fine sand

Bs2—20 to 27 inches; brown sand

BC—27 to 46 inches; brown sand

C—46 to 80 inches; brown sand

Soil Properties and Qualities

Parent material: Keweenaw—sandy drift; Garlic—sandy glaciofluvial and

glaciolacustrine deposits

Slope: 8 to 35 percent

Surface runoff class: Keweenaw—high; Garlic—low

Potential for frost action: Low

Depth to restrictive feature: More than 80 inches

Drainage class: Well drained

Available water capacity: Keweenaw—about 5.3 inches to a depth of 60 inches;

Garlic—about 4.4 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Keweenaw—moderately rapid; Garlic—rapid

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Erosion, seedling mortality, slope

Building site development

Major management concerns: Keweenaw—slope; Garlic—cutbanks caving, slope
Keweenaw County Area, Michigan 81

Septic tank absorption fields

Major management concerns: Keweenaw—surface stones, surface boulders, slope;

Garlic—surface stones, surface boulders, slope, poor filtering capacity

Interpretive Groups

Land capability classification: Keweenaw—7e; Garlic—7s

Michigan soil management group: Keweenaw—4a-a; Garlic—5.3a

Prime farmland category: Not prime farmland

Hydric soil status: Keweenaw—not hydric; Garlic—not hydric

Forest habitat type: Keweenaw—ATD-D, TM; Garlic—ATD-D, TM

133F—Keweenaw-Garlic complex, 15 to 60 percent

slopes

Setting

Landform: Knolls, ridges, and hillslopes on ground moraines

Map Unit Composition

Major components:

Keweenaw, dissected, and similar soils: 40 to 60 percent

Garlic, dissected, and similar soils: 20 to 40 percent

Minor components:

Waiska and similar soils (0 to 10 percent of the map unit) in landscape positions

similar to those of the major soils

Yalmer and similar soils (0 to 7 percent of the map unit) in the slightly lower

landscape positions

Borgstrom and similar soils (0 to 3 percent of the map unit) in the slightly lower

landscape positions

Typical Profile

Keweenaw

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 11 inches; reddish gray loamy sand

Bhs—11 to 17 inches; dark reddish brown loamy sand

Bs—17 to 39 inches; dark brown and brown loamy sand

B/E—39 to 61 inches; reddish brown fine sandy loam and loamy sand

E and B—61 to 80 inches; reddish brown loamy sand and fine sandy loam

Garlic

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 7 inches; brown loamy fine sand

Bhs—7 to 13 inches; dark brown fine sand

Bs1—13 to 20 inches; dark brown fine sand

Bs2—20 to 27 inches; brown sand

BC—27 to 46 inches; brown sand

C—46 to 80 inches; brown sand

Soil Properties and Qualities

Parent material: Keweenaw—sandy drift; Garlic—sandy glaciofluvial and

glaciolacustrine deposits

Slope: 15 to 60 percent

Surface runoff class: Keweenaw—high; Garlic—low

Potential for frost action: Low
82 Soil Survey of

Depth to restrictive feature: More than 80 inches

Drainage class: Well drained

Available water capacity: Keweenaw—about 5.3 inches to a depth of 60 inches;

Garlic—about 4.4 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Keweenaw—moderately rapid; Garlic—rapid

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Erosion, seedling mortality, slope

Building site development

Major management concerns: Keweenaw—slope; Garlic—cutbanks caving, slope

Septic tank absorption fields

Major management concerns: Keweenaw—slope; Garlic—slope, poor filtering capacity

Interpretive Groups

Land capability classification: Keweenaw—7e; Garlic—7s

Michigan soil management group: Keweenaw—4a-a; Garlic—5.3a

Prime farmland category: Not prime farmland

Hydric soil status: Keweenaw—not hydric; Garlic—not hydric

Forest habitat type: Keweenaw—TM, ATD-D; Garlic—ATD

136B—Borgstrom-Ingalls complex, 0 to 6 percent slopes

Setting

Landform: Knolls and ridges on lake plains, stream terraces, and outwash plains

Map Unit Composition

Major components:

Borgstrom and similar soils: 50 to 70 percent

Ingalls and similar soils: 25 to 50 percent

Minor components:

Deford and similar soils (0 to 8 percent of the map unit) in depressions and

drainageways

Garlic and similar soils (0 to 6 percent of the map unit) in the slightly higher

landscape positions

Alcona and similar soils (0 to 5 percent of the map unit) in the slightly higher

landscape positions

Typical Profile

Borgstrom

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 8 inches; brown fine sand

Bhsm—8 to 11 inches; dark brown fine sand

Bsm—11 to 18 inches; dark brown fine sand
Keweenaw County Area, Michigan 83

Bs—18 to 21 inches; brown fine sand

BC—21 to 24 inches; dark yellowish brown fine sand

2C—24 to 80 inches; dark reddish brown and reddish brown, stratified loamy fine sand

to loamy very fine sand to fine sand to very fine sandy loam to silt loam

Ingalls

Oa—0 to 4 inches; black, highly decomposed plant material

A—4 to 5 inches; very dark brown sand

E—5 to 14 inches; reddish gray loamy sand

Bhs—14 to 16 inches; dark reddish brown loamy sand

Bs—16 to 35 inches; reddish brown fine sand

2C—35 to 80 inches; light reddish brown silt loam, loamy fine sand, and loamy very

fine sand

Soil Properties and Qualities

Parent material: Sandy glaciofluvial deposits over loamy glaciolacustrine deposits

Slope: Borgstrom—0 to 6 percent; Ingalls—0 to 4 percent

Surface runoff class: Low

Potential for frost action: Borgstrom—low; Ingalls—moderate

Depth to restrictive feature: Borgstrom—8 to 18 inches to ortstein; Ingalls—more than

80 inches

Drainage class: Borgstrom—moderately well drained; Ingalls—somewhat poorly

drained

Available water capacity: Borgstrom—about 6.4 inches to a depth of 60 inches;

Ingalls—about 9.1 inches to a depth of 60 inches

Shrink-swell potential: Borgstrom—low; Ingalls—moderate

Permeability: Borgstrom—rapid over moderately rapid over moderately slow; Ingalls—

rapid over moderately slow

Flooding: None

Depth to seasonal high water table: Borgstrom—2.0 to 6.7 feet (April, May); Ingalls—

0.5 foot to 6.7 feet (April, May)

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Borgstrom—seedling mortality; Ingalls—seedling

mortality, windthrow hazard, seasonal wetness

Building site development

Major management concerns: Cutbanks caving, seasonal wetness

Septic tank absorption fields

Major management concerns: Borgstrom—poor filtering capacity, depth to a restrictive

feature, seasonal wetness; Ingalls—poor filtering capacity, restricted permeability,

wetness

Interpretive Groups

Land capability classification: Borgstrom—6s; Ingalls—3w

Michigan soil management group: Borgstrom—4/2a-hs; Ingalls—4/2b

Prime farmland category: Not prime farmland

Hydric soil status: Borgstrom—not hydric; Ingalls—not hydric

Forest habitat type: Borgstrom—TM; Ingalls—TMC
84 Soil Survey of

142C—Wallace-Rubicon complex, 1 to 12 percent slopes

Setting

Landform: Dunes and beach ridges on dune fields and lakeshore complexes

Map Unit Composition

Major components:

Wallace and similar soils: 40 to 75 percent

Rubicon and similar soils: 15 to 40 percent

Minor components:

Croswell and similar soils (0 to 10 percent of the map unit) in the lower landscape

positions

Au Gres and similar soils (0 to 6 percent of the map unit) in depressions and

drainageways

Typical Profile

Wallace

Oa—0 to 4 inches; reddish black and very dusky red, highly decomposed plant

material

A—4 to 5 inches; black sand

E—5 to 22 inches; pinkish gray and light brown sand

Bhsm—22 to 31 inches; dark reddish brown sand

Bsm—31 to 37 inches; brown sand

Bs—37 to 62 inches; strong brown sand

BC—62 to 74 inches; dark yellowish brown sand

C—74 to 80 inches; yellowish brown sand

Rubicon

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 7 inches; brown sand

Bs—7 to 34 inches; dark brown sand

BC—34 to 44 inches; brown sand

C—44 to 80 inches; light brown sand

Soil Properties and Qualities

Parent material: Wallace—eolian sands and sandy glaciolacustrine deposits;

Rubicon—sandy glaciolacustrine and eolian deposits

Slope: 1 to 12 percent

Surface runoff class: Wallace—low; Rubicon—very low

Potential for frost action: Low

Depth to restrictive feature: Wallace—18 to 25 inches to ortstein; Rubicon—more than

80 inches

Drainage class: Wallace—well drained; Rubicon—excessively drained

Available water capacity: Wallace—about 5.4 inches to a depth of 60 inches;

Rubicon—about 4.3 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Wallace—moderately rapid over rapid; Rubicon—rapid

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, building site

development
Keweenaw County Area, Michigan 85

Woodland

Major management concerns: Wallace—seedling mortality, windthrow hazard;

Rubicon—sandy textures, seedling mortality

Building site development

Major management concerns: Cutbanks caving, slope

Septic tank absorption fields

Major management concerns: Wallace—slope, poor filtering capacity, depth to a

restrictive feature; Rubicon—slope, poor filtering capacity

Interpretive Groups

Land capability classification: Wallace—6s; Rubicon—7s

Michigan soil management group: Wallace—5a-h; Rubicon—5.3a

Prime farmland category: Not prime farmland

Hydric soil status: Wallace—not hydric; Rubicon—not hydric

Forest habitat type: Wallace—TMC; Rubicon—AQVac, TMC

142F—Wallace-Rubicon complex, 12 to 50 percent slopes

Setting

Landform: Dunes and beach ridges on dune fields and shoreline complexes

Map Unit Composition

Major components:

Wallace and similar soils: 45 to 75 percent

Rubicon and similar soils: 20 to 45 percent

Minor components:

Croswell and similar soils (0 to 5 percent of the map unit) in the lower landscape

positions

Typical Profile

Wallace

Oa—0 to 4 inches; reddish black and very dusky red, highly decomposed plant

material

A—4 to 5 inches; black sand

E—5 to 22 inches; pinkish gray and light brown sand

Bhsm—22 to 31 inches; dark reddish brown sand

Bsm—31 to 37 inches; brown sand

Bs—37 to 62 inches; strong brown sand

BC—62 to 74 inches; dark yellowish brown sand

C—74 to 80 inches; yellowish brown sand

Rubicon

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 7 inches; brown sand

Bs—7 to 34 inches; dark brown sand

BC—34 to 44 inches; brown sand

C—44 to 80 inches; light brown sand

Soil Properties and Qualities

Parent material: Wallace—eolian sands and sandy glaciolacustrine deposits;

Rubicon—sandy glaciolacustrine and eolian deposits

Slope: 12 to 50 percent
86 Soil Survey of

Surface runoff class: Wallace—medium; Rubicon—low

Potential for frost action: Low

Depth to restrictive feature: Wallace—18 to 25 inches to ortstein; Rubicon—more than

80 inches

Drainage class: Wallace—well drained; Rubicon—excessively drained

Available water capacity: Wallace—about 5.4 inches to a depth of 60 inches;

Rubicon—about 4.3 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Wallace—moderately rapid over rapid; Rubicon—rapid

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Wallace—erosion, seedling mortality, windthrow hazard,

slope; Rubicon—erosion, sandy textures, seedling mortality, slope

Building site development

Major management concerns: Cutbanks caving, slope

Septic tank absorption fields

Major management concerns: Wallace—slope, poor filtering capacity, depth to a

restrictive feature; Rubicon—slope, poor filtering capacity

Interpretive Groups

Land capability classification: Wallace—7s; Rubicon—7s

Michigan soil management group: Wallace—5a-h; Rubicon—5.3a

Prime farmland category: Not prime farmland

Hydric soil status: Wallace—not hydric; Rubicon—not hydric

Forest habitat type: Wallace—TMC; Rubicon—AQVac, TMC

155C—Montreal-Paavola-Waiska complex, dissected, 1 to

12 percent slopes, rocky, very bouldery

Setting

Landform: Hillslopes, ridges, and knolls on moraines

Map Unit Composition

Major components:

Montreal and similar soils: 35 to 50 percent

Paavola and similar soils: 25 to 35 percent

Waiska and similar soils: 10 to 25 percent

Minor components:

Gratiot, rocky, very bouldery, and similar soils (0 to 10 percent of the map unit) in

depressions and drainageways

Dishno, dissected, very rocky, very bouldery, and similar soils (0 to 4 percent of

the map unit) in landscape positions similar to those of the Montreal soil

Garlic, dissected, and similar soils (0 to 3 percent of the map unit) in landscape

positions similar to those of the Waiska soil
Keweenaw County Area, Michigan 87

Typical Profile

Montreal

Oa—0 to 2 inches; black, highly decomposed plant material

E—2 to 6 inches; brown cobbly fine sandy loam

Bhs—6 to 11 inches; dark brown cobbly fine sandy loam

Bs—11 to 20 inches; dark brown cobbly fine sandy loam

E/Bx—20 to 33 inches; brown very cobbly loamy fine sand and reddish brown very

cobbly fine sandy loam

B/Ex—33 to 51 inches; reddish brown very cobbly fine sandy loam and very cobbly

loamy fine sand

E/B—51 to 80 inches; light brown cobbly loamy fine sand and reddish brown cobbly

fine sandy loam

Paavola

Oa—0 to 2 inches; black, highly decomposed plant material

E—2 to 6 inches; brown cobbly loamy sand

Bhs—6 to 12 inches; dark brown cobbly loamy sand

Bs—12 to 27 inches; brown very gravelly sand

2E/Bx—27 to 35 inches; brown very gravelly loamy fine sand and brown gravelly fine

sandy loam

2Btx—35 to 46 inches; reddish brown gravelly fine sandy loam

2C—46 to 80 inches; reddish brown gravelly sandy loam

Waiska

Oi—0 to 1 inch; dark reddish brown, moderately decomposed plant material

E—1 to 7 inches; brown cobbly loamy sand

Bhs—7 to 23 inches; dark brown very gravelly loamy sand

Bs—23 to 35 inches; dark brown extremely gravelly coarse sand

BC—35 to 60 inches; dark brown extremely gravelly coarse sand

C—60 to 80 inches; brown extremely gravelly coarse sand

Soil Properties and Qualities

Parent material: Montreal—coarse-loamy eolian deposits over coarse-loamy or sandy

till deposits; Paavola—sandy-skeletal drift over loamy or sandy till deposits;

Waiska—sandy-skeletal glaciofluvial and glaciolacustrine deposits

Slope: 1 to 12 percent

Surface runoff class: Montreal—high; Waiska and Paavola—very low

Potential for frost action: Montreal—moderate; Paavola and Waiska—low

Depth to restrictive feature: Montreal—14 to 41 inches to a fragipan; Paavola—20 to

30 inches to bedrock (lithic); Waiska—more than 80 inches

Drainage class: Montreal and Paavola—moderately well drained; Waiska—excessively

drained

Available water capacity: Montreal and Paavola—about 4.6 inches to a depth of 60

inches; Waiska—about 2.3 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Montreal—moderate in the upper part, very slow in the fragipan, and

moderate in the lower part; Paavola—very rapid in the upper part and very slow in

the fragipan; Waiska—very rapid

Flooding: None

Depth to seasonal high water table: Montreal—1.0 to 1.7 feet (April); Paavola—1.0 to

2.6 feet (April); Waiska—more than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat
88 Soil Survey of

Woodland

Major management concerns: Montreal—surface boulders, rock fragments, seedling

mortality, soil rutting, windthrow hazard, seasonal wetness; Paavola—surface

boulders, rock fragments, seedling mortality, soil rutting, windthrow hazard, depth

to bedrock, seasonal wetness; Waiska—surface boulders, rock fragments,

seedling mortality

Building site development

Major management concerns: Montreal—surface stones, surface boulders, cutbanks

caving, slope, seasonal wetness; Paavola—surface stones, surface boulders,

cutbanks caving, depth to bedrock, slope, seasonal wetness; Waiska—surface

stones, surface boulders, cutbanks caving, slope

Septic tank absorption fields

Major management concerns: Montreal—surface stones, surface boulders, slope,

restricted permeability, depth to a fragipan, wetness; Paavola—surface stones,

surface boulders, slope, poor filtering capacity, restricted permeability, depth to

bedrock, wetness; Waiska—surface stones, surface boulders, slope, poor filtering

capacity

Interpretive Groups

Land capability classification: 6s

Michigan soil management group: Montreal—3a-af; Paavola—Ga; Waiska—Ga

Prime farmland category: Not prime farmland

Hydric soil status: Montreal—not hydric; Paavola—not hydric; Waiska—not hydric

Forest habitat type: Montreal and Waiska—ATD, AVO; Paavola—AVO, ATD

155E—Montreal-Paavola-Waiska complex, dissected, 8 to

35 percent slopes, rocky, very bouldery

Setting

Landform: Ridges, knolls, and hillslopes on moraines

Map Unit Composition

Major components:

Montreal and similar soils: 35 to 50 percent

Paavola and similar soils: 25 to 35 percent

Waiska and similar soils: 10 to 25 percent

Minor components:

Dishno, dissected, very rocky, very bouldery, and similar soils (0 to 10 percent of

the map unit) in landscape positions similar to those of the Montreal soil

Garlic, dissected, and similar soils (0 to 5 percent of the map unit) in landscape

positions similar to those of the Waiska soil

Michigamme, extremely bouldery, and similar soils (0 to 5 percent of the map unit)

in the higher landscape positions

Typical Profile

Montreal

Oa—0 to 2 inches; black, highly decomposed plant material

E—2 to 6 inches; brown cobbly fine sandy loam

Bhs—6 to 11 inches; dark brown cobbly fine sandy loam

Bs—11 to 20 inches; dark brown cobbly fine sandy loam
Keweenaw County Area, Michigan 89

E/Bx—20 to 33 inches; brown very cobbly loamy fine sand and reddish brown very

cobbly fine sandy loam

B/Ex—33 to 51 inches; reddish brown very cobbly fine sandy loam and very cobbly

loamy fine sand

E/B—51 to 80 inches; light brown cobbly loamy fine sand and reddish brown cobbly

fine sandy loam

Paavola

Oa—0 to 2 inches; black, highly decomposed plant material

E—2 to 6 inches; brown cobbly loamy sand

Bhs—6 to 12 inches; dark brown cobbly loamy sand

Bs—12 to 27 inches; brown very gravelly sand

2E/Bx—27 to 35 inches; brown very gravelly loamy fine sand and brown gravelly fine

sandy loam

2Btx—35 to 46 inches; reddish brown gravelly fine sandy loam

2C—46 to 80 inches; reddish brown gravelly sandy loam

Waiska

Oi—0 to 1 inch; dark reddish brown, moderately decomposed plant material

E—1 to 7 inches; brown cobbly loamy sand

Bhs—7 to 23 inches; dark brown very gravelly loamy sand

Bs—23 to 35 inches; dark brown extremely gravelly coarse sand

BC—35 to 60 inches; dark brown extremely gravelly coarse sand

C—60 to 80 inches; brown extremely gravelly coarse sand

Soil Properties and Qualities

Parent material: Montreal—coarse-loamy eolian deposits over coarse-loamy or sandy

till deposits; Paavola and Waiska—sandy-skeletal drift over loamy or sandy till

deposits

Slope: 8 to 35 percent

Surface runoff class: Low

Potential for frost action: Low

Depth to restrictive feature: Montreal—14 to 41 inches to a fragipan; Paavola—20 to

30 inches to a fragipan; Waiska—more than 80 inches

Drainage class: Montreal and Paavola—moderately well drained; Waiska—excessively

drained

Available water capacity: Montreal and Paavola—about 4.6 inches to a depth of 60

inches; Waiska—about 2.3 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Montreal—moderate in the upper part, very slow in the fragipan, and

moderate in the lower part; Paavola—very rapid in the upper part and very slow in

the fragipan; Waiska—very rapid

Flooding: None

Depth to seasonal high water table: Montreal—1.0 to 1.7 feet (April); Paavola—1.0 to

2.6 feet (April); Waiska—more than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Montreal and Paavola—erosion, surface boulders, rock

fragments, seedling mortality, soil rutting, windthrow hazard, slope, seasonal

wetness, dissected slopes; Waiska—erosion, surface boulders, rock fragments,

seedling mortality, slope, dissected slopes
90 Soil Survey of

Building site development

Major management concerns: Montreal and Paavola—surface stones, surface

boulders, cutbanks caving, slope, seasonal wetness; Waiska—surface stones,

surface boulders, cutbanks caving, slope

Septic tank absorption fields

Major management concerns: Montreal—surface stones, surface boulders, slope,

restricted permeability, depth to a fragipan, wetness; Paavola—surface stones,

surface boulders, slope, poor filtering capacity, restricted permeability, depth to a

fragipan, wetness; Waiska—surface stones, surface boulders, slope, poor filtering

capacity

Interpretive Groups

Land capability classification: Montreal—7e; Paavola—7e; Waiska—7s

Michigan soil management group: Montreal—3a-af; Paavola and Waiska—Ga

Prime farmland category: Not prime farmland

Hydric soil status: Montreal—not hydric; Paavola—not hydric; Waiska—not hydric

Forest habitat type: Montreal and Waiska—AVO, ATD; Paavola—ATD, AVO

158A—Arnheim-Sturgeon-Pelkie complex, 0 to 3 percent

slopes

Setting

Landform: Oxbow lakes and backswales on flood plains

Map Unit Composition

Major components:

Arnheim and similar soils: 35 to 50 percent

Sturgeon and similar soils: 25 to 35 percent

Pelkie and similar soils: 10 to 25 percent

Minor components:

Tawas and similar soils (0 to 7 percent of the map unit) in landscape positions

similar to those of the Arnheim soil

Ingalls and similar soils (0 to 5 percent of the map unit) in landscape positions

similar to those of the Sturgeon soil

Deford and similar soils (0 to 5 percent of the map unit) in landscape positions

similar to those of the Arnheim soil

Typical Profile

Arnheim

A—0 to 4 inches; dark reddish brown mucky very fine sandy loam

Cg—4 to 9 inches; dark reddish gray very fine sandy loam

C1—9 to 22 inches; dark reddish gray silt loam

C2—22 to 35 inches; reddish brown, stratified very fine sandy loam to fine sandy loam

to silt loam

2C3—35 to 50 inches; dark reddish gray fine sandy loam

2C4—50 to 60 inches; reddish brown loamy sand

Sturgeon

Oa—0 to 2 inches; black, highly decomposed plant material

Cg1—2 to 16 inches; brown silt loam
Keweenaw County Area, Michigan 91

Cg2—16 to 42 inches; brown loamy sand, loamy fine sand, and loamy very fine sand

Cg3—42 to 48 inches; brown fine sandy loam

Cg4—48 to 60 inches; brown loamy sand

Pelkie

A—0 to 6 inches; dark brown loamy fine sand

C1—6 to 22 inches; brown loamy fine sand

C2—22 to 80 inches; brown loamy fine sand

Soil Properties and Qualities

Parent material: Arnheim—loamy alluvium; Sturgeon—coarse-silty alluvium over

sandy alluvium; Pelkie—sandy alluvium

Slope: Arnheim and Sturgeon—0 to 1 percent; Pelkie—0 to 3 percent

Surface runoff class: Arnheim and Pelkie—negligible; Sturgeon—low

Potential for frost action: Arnheim and Sturgeon—high; Pelkie—low

Depth to restrictive feature: More than 80 inches

Drainage class: Arnheim—poorly drained; Sturgeon—somewhat poorly drained;

Pelkie—moderately well drained

Available water capacity: Arnheim—about 10.1 inches to a depth of 60 inches;

Sturgeon—about 8.5 inches to a depth of 60 inches; Pelkie—about 6.7 inches to a

depth of 60 inches

Shrink-swell potential: Low

Permeability: Arnheim—moderate; Sturgeon—moderate over rapid; Pelkie—rapid

Frequency and most likely period of flooding: Arnheim—frequent (March, April, May);

Sturgeon and Pelkie—occasional (March, April, May)

Depth to seasonal high water table: Arnheim—at the surface (January, February,

March, April, May, November, December); Sturgeon—0.5 foot to 6.7 feet (April,

May); Pelkie—2.0 to 6.7 feet (April, May)

Ponding depth: Arnheim—0.2 foot all year; Sturgeon and Pelkie—none

Use and Management

Land use: Major use—wildlife habitat; other use—woodland

Woodland

Major management concerns: Arnheim—seedling mortality, soil rutting, windthrow

hazard, seasonal wetness, flooding; Sturgeon—seedling mortality, soil rutting,

windthrow hazard, flooding; Pelkie—seedling mortality, flooding

Building site development

Major management concerns: Arnheim—cutbanks caving, ponding, flooding, wetness;

Sturgeon—cutbanks caving, flooding, seasonal wetness; Pelkie—cutbanks caving,

flooding, seasonal wetness

Septic tank absorption fields

Major management concerns: Arnheim—flooding; Sturgeon—poor filtering capacity,

flooding; Pelkie—poor filtering capacity, flooding, seasonal wetness

Interpretive Groups

Land capability classification: Arnheim—5w; Sturgeon—3w; Pelkie—4s

Michigan soil management group: Arnheim—L-2c; Sturgeon—L-2b; Pelkie—L-2a

Prime farmland category: Not prime farmland

Hydric soil status: Arnheim—hydric; Sturgeon and Pelkie—not hydric

Forest habitat type: Arnheim—FMC, FI; Sturgeon—AVO-CI; Pelkie—AVO
92 Soil Survey of

161F—Trimountain-Lac La Belle-Waiska complex,

dissected, 15 to 60 percent slopes, rocky, very

bouldery

Setting

Landform: Hills, hillslopes, and ridges on moraines

Map Unit Composition

Major components:

Trimountain, dissected, rocky, very bouldery, and similar soils: 35 to 50 percent

Lac La Belle, dissected, rocky, very bouldery, and similar soils: 25 to 35 percent

Waiska, dissected, rocky, very bouldery, and similar soils: 10 to 25 percent

Minor components:

Montreal and similar soils (0 to 9 percent of the map unit) in the slightly lower

landscape positions

Paavola and similar soils (0 to 7 percent of the map unit) in the slightly lower

landscape positions

Keweenaw and similar soils (0 to 5 percent of the map unit) in landscape positions

similar to those of the Waiska soil

Typical Profile

Trimountain

Oa—0 to 2 inches; black, highly decomposed plant material

E—2 to 6 inches; brown cobbly very fine sandy loam

Bhs—6 to 11 inches; dark brown cobbly very fine sandy loam

Bs—11 to 20 inches; dark brown cobbly very fine sandy loam

2E/Bx—20 to 33 inches; brown very cobbly loamy fine sand and reddish brown very

cobbly fine sandy loam

2B/Ex—33 to 51 inches; reddish brown very cobbly fine sandy loam and reddish

brown very cobbly loamy fine sand

2E/B—51 to 80 inches; light brown cobbly loamy fine sand and reddish brown cobbly

fine sandy loam

Lac La Belle

Oa—0 to 1 inch; reddish black, highly decomposed plant material

E—1 to 5 inches; reddish gray very stony loamy sand

Bhs—5 to 12 inches; dark reddish brown extremely stony loamy sand

Bs—12 to 36 inches; dark reddish brown and brown extremely cobbly loamy sand

2E/Bx—36 to 42 inches; brown very cobbly loamy sand and brown very cobbly sandy

loam

2Btx—42 to 50 inches; reddish brown very cobbly loamy sand

2B/Ex—50 to 62 inches; reddish brown very cobbly sandy loam and brown very cobbly

loamy sand

2C—62 to 80 inches; reddish brown very cobbly loamy sand

Waiska

Oi—0 to 1 inch; dark reddish brown, moderately decomposed plant material

E—1 to 7 inches; brown cobbly loamy sand

Bhs—7 to 23 inches; dark brown very gravelly loamy sand

Bs—23 to 35 inches; dark brown extremely gravelly coarse sand
Keweenaw County Area, Michigan 93

BC—35 to 60 inches; dark brown extremely gravelly coarse sand

C—60 to 80 inches; brown extremely gravelly coarse sand

Soil Properties and Qualities

Parent material: Trimountain—coarse-loamy eolian deposits over coarse-loamy or

sandy till deposits; Lac La Belle—cobbly and gravelly drift over loamy or sandy till

deposits; Waiska—sandy-skeletal glaciofluvial and glaciolacustrine deposits

Slope: 15 to 60 percent

Surface runoff class: Trimountain and Lac La Belle—high; Waiska—low

Potential for frost action: Trimountain—moderate; Lac La Belle—high; Waiska—low

Depth to restrictive feature: Trimountain—16 to 28 inches to a fragipan; Lac La Belle—

25 to 40 inches to a fragipan; Waiska—more than 80 inches

Drainage class: Trimountain and Lac La Belle—well drained; Waiska—excessively

drained

Available water capacity: Trimountain—about 4.6 inches to a depth of 60 inches; Lac

La Belle—about 2.9 inches to a depth of 60 inches; Waiska—about 2.3 inches to a

depth of 60 inches

Shrink-swell potential: Low

Permeability: Trimountain—moderate in the upper part, very slow in the fragipan, and

moderate in the lower part; Lac La Belle—rapid in the upper part, very slow in the

fragipan, and moderately rapid in the lower part; Waiska—very rapid

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Trimountain—erosion, surface boulders, rock fragments,

seedling mortality, windthrow hazard, slope, dissected slopes; Lac La Belle and

Waiska—erosion, surface boulders, rock fragments, seedling mortality, slope,

dissected slopes

Building site development

Major management concerns: Surface stones, surface boulders, cutbanks caving,

slope

Septic tank absorption fields

Major management concerns: Trimountain—surface stones, surface boulders, slope,

restricted permeability, depth to a fragipan; Lac La Belle—surface stones, surface

boulders, slope, poor filtering capacity, restricted permeability, depth to a fragipan;

Waiska—surface stones, surface boulders, slope, poor filtering capacity

Interpretive Groups

Land capability classification: Trimountain—7e; Lac La Belle—7s; Waiska—7s

Michigan soil management group: Trimountain—3a-af; Lac La Belle and Waiska—Ga

Prime farmland category: Not prime farmland

Hydric soil status: Trimountain—not hydric; Lac La Belle—not hydric; Waiska—not

hydric

Forest habitat type: Trimountain and Waiska—AVO, ATD; Lac La Belle—ATD, AVO
94 Soil Survey of

162F—Trimountain-Lac La Belle-Michigamme complex,

dissected, 15 to 60 percent slopes, very rocky,

extremely bouldery

Setting

Landform: Hills, ridges, and hillslopes on moraines

Map Unit Composition

Major components:

Trimountain, dissected, very rocky, extremely bouldery, and similar soils: 45 to 55

percent

Lac La Belle, dissected, very rocky, extremely bouldery, and similar soils: 15 to 35

percent

Michigamme, dissected, very rocky, extremely bouldery, and similar soils: 10 to 20

percent

Minor components:

Arcadian and similar soils (0 to 10 percent of the map unit) in landscape positions

similar to those of the Michigamme soil

Montreal and similar soils (0 to 7 percent of the map unit) in the slightly lower

landscape positions

Paavola and similar soils (0 to 4 percent of the map unit) in the slightly lower

landscape positions

Typical Profile

Trimountain

Oa—0 to 2 inches; black, highly decomposed plant material

E—2 to 6 inches; brown cobbly very fine sandy loam

Bhs—6 to 11 inches; dark brown cobbly very fine sandy loam

Bs—11 to 20 inches; dark brown cobbly very fine sandy loam

2E/Bx—20 to 33 inches; brown very cobbly loamy fine sand and reddish brown very

cobbly fine sandy loam

2B/Ex—33 to 51 inches; reddish brown very cobbly fine sandy loam and reddish

brown very cobbly loamy fine sand

2E/B—51 to 80 inches; light brown cobbly loamy fine sand and reddish brown cobbly

fine sandy loam

Lac La Belle

Oa—0 to 1 inch; reddish black, highly decomposed plant material

E—1 to 5 inches; reddish gray very stony loamy sand

Bhs—5 to 12 inches; dark reddish brown extremely stony loamy sand

Bs—12 to 36 inches; dark reddish brown and brown extremely cobbly loamy sand

2E/Bx—36 to 42 inches; brown very cobbly loamy sand and brown very cobbly sandy

loam

2Btx—42 to 50 inches; reddish brown very cobbly loamy sand

2B/Ex—50 to 62 inches; reddish brown very cobbly sandy loam and brown very cobbly

loamy sand

2C—62 to 80 inches; reddish brown very cobbly loamy sand

Michigamme

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 4 inches; dark reddish gray cobbly very fine sandy loam

Bhs—4 to 10 inches; dark brown cobbly very fine sandy loam

Bs—10 to 22 inches; dark brown and brown very cobbly very fine sandy loam
Keweenaw County Area, Michigan 95

2B/E—22 to 30 inches; brown cobbly loamy sand and bouldery loamy sand

3R—30 inches; unweathered basalt bedrock

Soil Properties and Qualities

Parent material: Trimountain—coarse-loamy eolian deposits over coarse-loamy or

sandy till deposits; Lac La Belle—cobbly and gravelly drift over loamy or sandy till

deposits; Michigamme—coarse-loamy glacial till over loamy glacial till over

igneous or metamorphic bedrock

Slope: 15 to 60 percent

Surface runoff class: Trimountain and Lac La Belle—high; Michigamme—medium

Potential for frost action: Trimountain—moderate; Lac La Belle—low; Michigamme—

moderate

Depth to restrictive feature: Trimountain—16 to 28 inches to a fragipan; Lac La Belle—

25 to 40 inches to a fragipan; Michigamme—22 to 40 inches to bedrock (lithic)

Drainage class: Well drained

Available water capacity: Trimountain—about 4.6 inches to a depth of 60 inches; Lac

La Belle—about 2.9 inches to a depth of 60 inches; Michigamme—about 4.3

inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Trimountain—moderate in the upper part, very slow in the fragipan, and

moderate in the lower part; Lac La Belle—rapid in the upper part, very slow in the

fragipan, and moderately rapid in the lower part; Michigamme—moderate

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Trimountain—erosion, surface boulders, rock fragments,

seedling mortality, windthrow hazard, slope, dissected slopes; Lac La Belle—

erosion, surface boulders, rock fragments, seedling mortality, slope, dissected

slopes; Michigamme—erosion, surface boulders, rock fragments, clayey textures,

seedling mortality, soil rutting, slope, dissected slopes

Building site development

Major management concerns: Trimountain and Lac La Belle—surface stones, surface

boulders, slope; Michigamme—surface stones, surface boulders, depth to

bedrock, slope

Septic tank absorption fields

Major management concerns: Trimountain—surface stones, surface boulders, slope,

restricted permeability, depth to a fragipan; Lac La Belle—surface stones, surface

boulders, slope, poor filtering capacity, restricted permeability, depth to a fragipan;

Michigamme—surface stones, surface boulders, slope, restricted permeability,

depth to bedrock

Interpretive Groups

Land capability classification: Trimountain—7e; Lac La Belle—7s; Michigamme—7e

Michigan soil management group: Trimountain—3a-af; Lac La Belle—Ga;

Michigamme—3/Ra

Prime farmland category: Not prime farmland

Hydric soil status: Trimountain—not hydric; Lac La Belle—not hydric; Michigamme—

not hydric

Forest habitat type: Trimountain, Lac La Belle, and Michigamme—ATD, AVO
96 Soil Survey of

166B—Gratiot-Sabattis complex, 0 to 4 percent slopes,

rocky, very bouldery

Setting

Landform: Depressions, drainageways, and knolls on moraines

Map Unit Composition

Major components:

Gratiot, rocky, very bouldery, and similar soils: 50 to 60 percent

Sabattis, rocky, very bouldery, and similar soils: 30 to 40 percent

Minor components:

Dishno and similar soils (0 to 8 percent of the map unit) in the higher landscape

positions

Montreal and similar soils (0 to 6 percent of the map unit) in the higher landscape

positions

Paavola and similar soils (0 to 4 percent of the map unit) in the higher landscape

positions

Typical Profile

Gratiot

Oa—0 to 1 inch; dark reddish brown, highly decomposed plant material

A—1 to 4 inches; black very cobbly fine sandy loam

Bhs—4 to 7 inches; dark reddish brown very cobbly loamy sand

Bs1—7 to 12 inches; dark reddish brown very cobbly loamy sand

Bs2—12 to 20 inches; reddish brown very cobbly fine sandy loam

B/Ex—20 to 30 inches; reddish brown cobbly fine sandy loam and cobbly loamy fine

sand

C—30 to 80 inches; reddish brown cobbly fine sandy loam

Sabattis

Oa—0 to 8 inches; black muck

A—8 to 12 inches; black very cobbly very fine sandy loam

Bg—12 to 17 inches; dark grayish brown cobbly very fine sandy loam

C1—17 to 32 inches; brown cobbly very fine sandy loam

2C2—32 to 37 inches; brown cobbly fine sandy loam

2C3—37 to 80 inches; dark grayish brown very cobbly sandy loam

Soil Properties and Qualities

Parent material: Gratiot—loamy-skeletal till deposits; Sabattis—coarse-loamy till

deposits

Slope: 0 to 4 percent

Surface runoff class: Gratiot—high; Sabattis—negligible

Potential for frost action: High

Depth to restrictive feature: Gratiot—15 to 20 inches to a fragipan; Sabattis—more

than 80 inches

Drainage class: Gratiot—somewhat poorly drained; Sabattis—very poorly drained

Available water capacity: Gratiot—about 6.7 inches to a depth of 60 inches; Sabattis—

about 8.5 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Gratiot—moderate in the upper part, very slow in the fragipan, and

moderate in the lower part; Sabattis—moderate

Flooding: None
Keweenaw County Area, Michigan 97

Depth to seasonal high water table: Gratiot—0.5 foot to 1.7 feet (April, May);

Sabattis—at the surface (January, February, March, April, May, October,

November, December)

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

August, September, December

Depth and most likely period of ponding: Sabattis—0.5 foot (March, April, May,

November); Gratiot—none

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Gratiot—surface boulders, rock fragments, seedling

mortality, windthrow hazard; Sabattis—surface boulders, rock fragments, clayey

textures, seedling mortality, windthrow hazard, wetness

Building site development

Major management concerns: Gratiot—surface stones, surface boulders, large stones,

seasonal wetness; Sabattis—ponding, wetness

Septic tank absorption fields

Major management concerns: Gratiot—surface stones, surface boulders, large stones,

restricted permeability, depth to a fragipan, seasonal wetness; Sabattis—surface

stones, surface boulders, ponding, wetness

Interpretive Groups

Land capability classification: Gratiot—7s; Sabattis—5w

Michigan soil management group: Gratiot—3b-af; Sabattis—3c

Prime farmland category: Not prime farmland

Hydric soil status: Gratiot—not hydric; Sabattis—hydric

Forest habitat type: Gratiot—AVO-CI, TMC-D; Sabattis—FI, TTM

173C—Montreal-Paavola-Dishno complex, dissected, 1 to

12 percent slopes, very rocky, very bouldery

Setting

Landform: Hillslopes, ridges, and knolls on moraines

Map Unit Composition

Major components:

Montreal, dissected, very rocky, very bouldery, and similar soils: 45 to 55 percent

Paavola, dissected, very rocky, very bouldery, and similar soils: 20 to 30 percent

Dishno, dissected, very rocky, very bouldery, and similar soils: 10 to 25 percent

Minor components:

Gratiot and similar soils (0 to 7 percent of the map unit) in depressions and

drainageways

Arcadian and similar soils (0 to 5 percent of the map unit) in the higher landscape

positions

Typical Profile

Montreal

Oa—0 to 2 inches; black, highly decomposed plant material

E—2 to 6 inches; brown cobbly fine sandy loam

Bhs—6 to 11 inches; dark brown cobbly fine sandy loam
98 Soil Survey of

Bs—11 to 20 inches; dark brown cobbly fine sandy loam

2E/Bx—20 to 33 inches; brown very cobbly loamy fine sand and reddish brown very

cobbly fine sandy loam

2B/Ex—33 to 51 inches; reddish brown very cobbly fine sandy loam and very cobbly

loamy fine sand

2E/B—51 to 80 inches; light brown cobbly loamy fine sand and reddish brown cobbly

fine sandy loam

Paavola

Oa—0 to 2 inches; black, highly decomposed plant material

E—2 to 6 inches; brown cobbly loamy sand

Bhs—6 to 12 inches; dark brown cobbly loamy sand

Bs—12 to 27 inches; brown very gravelly sand

2E/Bx—27 to 35 inches; brown very gravelly loamy fine sand and brown gravelly fine

sandy loam

2Btx—35 to 46 inches; reddish brown gravelly fine sandy loam

2C—46 to 80 inches; reddish brown gravelly sandy loam

Dishno

Oe—0 to 1 inch; dark reddish brown, moderately decomposed plant material

A—1 to 3 inches; dark reddish brown cobbly very fine sandy loam

E—3 to 4 inches; reddish gray cobbly very fine sandy loam

Bhs—4 to 8 inches; dark brown cobbly very fine sandy loam

Bs—8 to 26 inches; dark brown and brown cobbly very fine sandy loam

2BC—26 to 31 inches; brown very cobbly loamy sand

2C—31 to 42 inches; brown very cobbly loamy sand

3R—42 inches; unweathered basalt bedrock

Soil Properties and Qualities

Parent material: Montreal—coarse-loamy eolian deposits over coarse-loamy or sandy

till deposits; Paavola—sandy-skeletal drift over loamy or sandy till deposits;

Dishno—loamy and silty eolian deposits over coarse-loamy and sandy or sandyskeletal till deposits over conglomerate and basalt bedrock

Slope: 1 to 12 percent

Surface runoff class: Montreal—high; Paavola—very low; Dishno—low

Potential for frost action: Montreal and Dishno—moderate; Paavola—low

Depth to restrictive feature: Montreal—14 to 41 inches to a fragipan; Paavola—20 to

30 inches to a fragipan; Dishno—40 to 60 inches to bedrock (lithic)

Drainage class: Moderately well drained

Available water capacity: Montreal and Paavola—about 4.6 inches to a depth of 60

inches; Dishno—about 6.3 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Montreal—moderate in the upper part, very slow in the fragipan, and

moderate in the lower part; Paavola—very rapid over very slow; Dishno—

moderate over moderately rapid

Flooding: None

Depth to seasonal high water table: Montreal—1.0 to 1.7 feet (April); Paavola—1.0 to

2.6 feet (April); Dishno—1.0 to 3.8 feet (April, October)

Ponding: None

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, building site

development

Woodland

Major management concerns: Montreal and Paavola—surface boulders, rock
Keweenaw County Area, Michigan 99

fragments, seedling mortality, soil rutting, windthrow hazard, seasonal wetness;

Dishno—surface boulders, rock fragments, clayey textures, seedling mortality, soil

rutting, seasonal wetness

Building site development

Major management concerns: Montreal and Paavola—surface stones, surface

boulders, cutbanks caving, slope, seasonal wetness; Dishno—surface stones,

surface boulders, cutbanks caving, depth to bedrock, slope, seasonal wetness

Septic tank absorption fields

Major management concerns: Montreal—surface stones, surface boulders, slope,

restricted permeability, depth to a fragipan, wetness; Paavola—surface stones,

surface boulders, slope, poor filtering capacity, restricted permeability, depth to a

fragipan, wetness; Dishno—surface stones, surface boulders, slope, depth to

bedrock, wetness

Interpretive Groups

Land capability classification: 6s

Michigan soil management group: Montreal—3a-af; Paavola—Ga; Dishno—3a

Prime farmland category: Not prime farmland

Hydric soil status: Montreal—not hydric; Paavola—not hydric; Dishno—not hydric

Forest habitat type: Montreal and Dishno—AVO, ATD; Paavola—ATD, AVO

173E—Montreal-Paavola-Dishno complex, dissected, 8 to

35 percent slopes, very rocky, very bouldery

Setting

Landform: Hillslopes, ridges, and knolls on moraines

Map Unit Composition

Major components:

Montreal, dissected, very rocky, very bouldery, and similar soils: 45 to 55 percent

Paavola, dissected, very rocky, very bouldery, and similar soils: 20 to 30 percent

Dishno, dissected, very rocky, very bouldery, and similar soils: 10 to 25 percent

Minor components:

Arcadian and similar soils (0 to 6 percent of the map unit) in the higher landscape

positions

Michigamme and similar soils (0 to 4 percent of the map unit) in the higher

landscape positions

Typical Profile

Montreal

Oa—0 to 2 inches; black, highly decomposed plant material

E—2 to 6 inches; brown cobbly fine sandy loam

Bhs—6 to 11 inches; dark brown cobbly fine sandy loam

Bs—11 to 20 inches; dark brown cobbly fine sandy loam

2E/Bx—20 to 33 inches; brown very cobbly loamy fine sand and reddish brown very

cobbly fine sandy loam

2B/Ex—33 to 51 inches; reddish brown very cobbly fine sandy loam and very cobbly

loamy fine sand

2E/B—51 to 80 inches; light brown cobbly loamy fine sand and reddish brown cobbly

fine sandy loam
100 Soil Survey of

Paavola

Oa—0 to 2 inches; black, highly decomposed plant material

E—2 to 6 inches; brown cobbly loamy sand

Bhs—6 to 12 inches; dark brown cobbly loamy sand

Bs—12 to 27 inches; brown very gravelly sand

2E/Bx—27 to 35 inches; brown very gravelly loamy fine sand and brown gravelly fine

sandy loam

2Btx—35 to 46 inches; reddish brown gravelly fine sandy loam

2C—46 to 80 inches; reddish brown gravelly sandy loam

Dishno

Oe—0 to 1 inch; dark reddish brown, moderately decomposed plant material

A—1 to 3 inches; dark reddish brown cobbly very fine sandy loam

E—3 to 4 inches; reddish gray cobbly very fine sandy loam

Bhs—4 to 8 inches; dark brown cobbly very fine sandy loam

Bs—8 to 26 inches; dark brown and brown cobbly very fine sandy loam

2BC—26 to 31 inches; brown very cobbly loamy sand

2C—31 to 42 inches; brown very cobbly loamy sand

3R—42 inches; unweathered basalt bedrock

Soil Properties and Qualities

Parent material: Montreal—coarse-loamy eolian deposits over coarse-loamy or sandy

till deposits; Paavola—sandy-skeletal drift over loamy or sandy till deposits;

Dishno—loamy and silty eolian deposits over coarse-loamy and sandy or sandyskeletal till deposits over conglomerate and basalt bedrock

Slope: 8 to 35 percent

Potential surface Montreal—high; Paavola—low; Dishno—medium

Potential for frost action: Montreal and Paavola—low; Dishno—moderate

Depth to restrictive feature: Montreal—14 to 41 inches to a fragipan; Paavola—20 to

30 inches to bedrock (lithic); Dishno—40 to 60 inches to bedrock (lithic)

Drainage class: Moderately well drained

Available water capacity: Montreal and Paavola—about 4.6 inches to a depth of 60

inches; Dishno—about 6.3 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Montreal—moderate in the upper part, very slow in the fragipan, and

moderate in the lower part; Paavola—very rapid over very slow; Dishno—

moderate over moderately rapid

Flooding: None

Depth to seasonal high water table: Montreal—1.0 to 1.7 feet (April); Paavola—1.0 to

2.6 feet (April); Dishno—1.0 to 3.8 feet (April, October)

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Montreal and Paavola—erosion, surface boulders, rock

fragments, seedling mortality, soil rutting, windthrow hazard, slope, seasonal

wetness, dissected slopes; Dishno—erosion, surface boulders, rock fragments,

seedling mortality, slope, seasonal wetness, dissected slopes

Building site development

Major management concerns: Montreal—surface stones, surface boulders, cutbanks

caving, slope, seasonal wetness; Paavola and Dishno—surface stones, surface

boulders, cutbanks caving, depth to bedrock, slope, seasonal wetness
Keweenaw County Area, Michigan 101

Septic tank absorption fields

Major management concerns: Montreal—surface stones, surface boulders, slope,

restricted permeability, depth to a fragipan, wetness; Paavola—surface stones,

surface boulders, slope, poor filtering capacity, restricted permeability, depth to

bedrock, wetness; Dishno—surface stones, surface boulders, slope, depth to

bedrock, wetness

Interpretive Groups

Land capability classification: 7e

Michigan soil management group: Montreal—3a-af; Paavola—Ga; Dishno—3a

Prime farmland category: Not prime farmland

Hydric soil status: Montreal—not hydric; Paavola—not hydric; Dishno—not hydric

Forest habitat type: Montreal, Paavola, and Dishno—AVO, ATD

174B—Montreal-Dishno-Gratiot complex, 0 to 8 percent

slopes, rocky, very bouldery

Setting

Landform: Hillslopes on moraines; ridges and knolls on moraines

Map Unit Composition

Major components:

Montreal, rocky, very bouldery, and similar soils: 45 to 60 percent

Dishno, rocky, very bouldery, and similar soils: 15 to 30 percent

Gratiot, rocky, very bouldery, and similar soils: 10 to 25 percent

Minor components:

Paavola and similar soils (0 to 6 percent of the map unit) in landscape positions

similar to those of the Montreal soil

Sabattis and similar soils (0 to 3 percent of the map unit) in depressions and

drainageways

Arcadian and similar soils (0 to 3 percent of the map unit) in the higher landscape

positions

Typical Profile

Montreal

Oa—0 to 2 inches; black, highly decomposed plant material

E—2 to 6 inches; brown cobbly fine sandy loam

Bhs—6 to 11 inches; dark brown cobbly fine sandy loam

Bs—11 to 20 inches; dark brown cobbly fine sandy loam

2E/Bx—20 to 33 inches; brown very cobbly loamy fine sand and reddish brown very

cobbly fine sandy loam

2B/Ex—33 to 51 inches; reddish brown very cobbly fine sandy loam and very cobbly

loamy fine sand

2E/B—51 to 80 inches; light brown cobbly loamy fine sand and reddish brown cobbly

fine sandy loam

Dishno

Oe—0 to 1 inch; dark reddish brown, moderately decomposed plant material

A—1 to 3 inches; dark reddish brown cobbly very fine sandy loam

E—3 to 4 inches; reddish gray cobbly very fine sandy loam

Bhs—4 to 8 inches; dark brown cobbly very fine sandy loam

Bs—8 to 26 inches; dark brown and brown cobbly very fine sandy loam

2BC—26 to 31 inches; brown very cobbly loamy sand
102 Soil Survey of

2C—31 to 42 inches; brown very cobbly loamy sand

3R—42 inches; unweathered basalt bedrock

Gratiot

Oa—0 to 1 inch; dark reddish brown, highly decomposed plant material

A—1 to 4 inches; black very cobbly fine sandy loam

Bhs—4 to 7 inches; dark reddish brown very cobbly loamy sand

Bs1—7 to 12 inches; dark reddish brown very cobbly loamy sand

Bs2—12 to 20 inches; reddish brown very cobbly fine sandy loam

B/Ex—20 to 30 inches; reddish brown cobbly fine sandy loam and cobbly loamy fine

sand

C—30 to 80 inches; reddish brown cobbly fine sandy loam

Soil Properties and Qualities

Parent material: Montreal—coarse-loamy eolian deposits over coarse-loamy or sandy

till deposits; Dishno—loamy and silty eolian deposits over coarse-loamy and sandy

or sandy-skeletal till deposits over conglomerate and basalt deposits; Gratiot—

loamy-skeletal till deposits

Slope: Montreal and Dishno—0 to 8 percent; Gratiot—0 to 4 percent

Surface runoff class: Montreal and Gratiot—high; Dishno—low

Potential for frost action: Montreal and Dishno—moderate; Gratiot—high

Depth to restrictive feature: Montreal—14 to 41 inches to a fragipan; Dishno—40 to 60

inches to bedrock (lithic); Gratiot—15 to 20 inches to a fragipan

Drainage class: Montreal and Dishno—moderately well drained; Gratiot—somewhat

poorly drained

Available water capacity: Montreal—about 4.6 inches to a depth of 60 inches;

Dishno—about 6.3 inches to a depth of 60 inches; Gratiot—about 6.7 inches to a

depth of 60 inches

Shrink-swell potential: Low

Permeability: Montreal—moderate in the upper part, very slow in the fragipan, and

moderate in the lower part; Dishno—moderate over moderately rapid; Gratiot—

moderate in the upper part, very slow in the fragipan, and moderate in the lower

part

Flooding: None

Depth to seasonal high water table: Montreal—1.0 to 1.7 feet (April); Dishno—1.0 to

3.8 feet (April, October); Gratiot—0.5 foot to 1.7 feet (April, May)

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Montreal—surface boulders, rock fragments, seedling

mortality, soil rutting, windthrow hazard, seasonal wetness; Dishno—surface

boulders, rock fragments, clayey textures, seedling mortality, soil rutting; Gratiot—

surface boulders, rock fragments, clayey textures, seedling mortality, windthrow

hazard

Building site development

Major management concerns: Montreal—surface stones, surface boulders, slope,

seasonal wetness; Dishno—surface stones, surface boulders, depth to bedrock,

slope, seasonal wetness; Gratiot—surface stones, surface boulders, large stones,

seasonal wetness

Septic tank absorption fields

Major management concerns: Montreal—surface stones, surface boulders, slope,
Keweenaw County Area, Michigan 103

restricted permeability, depth to a fragipan, wetness; Dishno—surface stones,

surface boulders, slope, restricted permeability, depth to bedrock, wetness;

Gratiot—surface stones, surface boulders, large stones, restricted permeability,

depth to a fragipan, seasonal wetness

Interpretive Groups

Land capability classification: Montreal and Dishno—6s; Gratiot—7s

Michigan soil management group: Montreal—3a-af; Dishno—3a; Gratiot—3b-af

Prime farmland category: Not prime farmland

Hydric soil status: Montreal—not hydric; Dishno—not hydric; Gratiot—not hydric

Forest habitat type: Montreal and Dishno—ATD, AVO; Gratiot—AVO-CI, ATD-CI

177A—Assinins sand, 0 to 4 percent slopes

Setting

Landform: Drainageways and depressions on till plains and ground moraines

Map Unit Composition

Major components:

Assinins and similar soils: 75 to 100 percent

Minor components:

Yalmer and similar soils (0 to 10 percent of the map unit) in the higher landscape

positions

Skanee and similar soils (0 to 7 percent of the map unit) in landscape positions

similar to those of the Assinins soil

Gay and similar soils (0 to 6 percent of the map unit) in depressions and

drainageways

Typical Profile

Assinins

Oa—0 to 2 inches; black, highly decomposed plant material

A—2 to 11 inches; pinkish gray and light brownish gray sand

Bhs—11 to 15 inches; dark brown sand

Bs—15 to 24 inches; brown sand

B/E—24 to 37 inches; dark yellowish brown sandy loam

C—37 to 80 inches; reddish brown sandy loam

Soil Properties and Qualities

Parent material: Sandy drift over coarse-loamy till

Slope: 0 to 4 percent

Surface runoff class: Medium

Potential for frost action: High

Depth to restrictive feature: More than 80 inches

Drainage class: Somewhat poorly drained

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

Shrink-swell potential: Low

Permeability: Moderate

Flooding: None

Depth to seasonal high water table: 0.5 foot to 6.7 feet (April, May)

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat
104 Soil Survey of

Woodland

Major management concerns: Seedling mortality, windthrow hazard, seasonal wetness

Building site development

Major management concerns: Cutbanks caving, seasonal wetness

Septic tank absorption fields

Major management concerns: Poor filtering capacity, wetness

Interpretive Groups

Land capability classification: 3w

Michigan soil management group: 4b

Prime farmland category: Not prime farmland

Hydric soil status: Not hydric

Forest habitat type: TMC

183C—Munising-Abbaye-Yalmer complex, dissected, 1 to

12 percent slopes, stony

Setting

Landform: Hillslopes, ridges, and knolls on ground moraines

Map Unit Composition

Major components:

Munising, dissected, stony, and similar soils: 35 to 55 percent

Abbaye, dissected, stony, and similar soils: 20 to 35 percent

Yalmer, dissected, stony, and similar soils: 10 to 25 percent

Minor components:

Skanee and similar soils (0 to 7 percent of the map unit) in depressions and

drainageways

Zeba and similar soils (0 to 5 percent of the map unit) in depressions and

drainageways

Waiska and similar soils (0 to 3 percent of the map unit) in the higher landscape

positions

Typical Profile

Munising

Oe—0 to 2 inches; brown, moderately decomposed plant material

Oa—2 to 4 inches; black, highly decomposed plant material

E—4 to 11 inches; brown fine sandy loam

Bhs—11 to 13 inches; dark brown fine sandy loam

Bs—13 to 18 inches; dark brown fine sandy loam

B/Ex—18 to 31 inches; reddish brown sandy loam and light brown loamy sand

Bt—31 to 51 inches; reddish brown sandy loam

C—51 to 80 inches; brown sandy loam

Abbaye

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 5 inches; reddish brown fine sandy loam

Bhs—5 to 11 inches; dark reddish brown fine sandy loam

Bs—11 to 18 inches; reddish brown gravelly fine sandy loam

B/Ex—18 to 28 inches; reddish brown gravelly fine sandy loam and gravelly fine sandy

loam
Keweenaw County Area, Michigan 105

2Cr—28 to 30 inches; reddish brown extremely flaggy fine sandy loam

2R—30 inches; reddish brown and pinkish gray, unweathered sandstone bedrock

Yalmer

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 6 inches; reddish gray loamy sand

Bhs—6 to 13 inches; dark reddish brown loamy sand

Bs—13 to 28 inches; reddish brown loamy sand

2E/Bx—28 to 43 inches; reddish brown loamy sand and sandy loam

2B/Ex—43 to 52 inches; reddish brown sandy loam and loamy sand

2C—52 to 80 inches; reddish brown sandy loam

Soil Properties and Qualities

Parent material: Munising—loamy till deposits; Abbaye—loamy till deposits over

sandstone; Yalmer—sandy outwash over loamy till deposits

Slope: 1 to 12 percent

Surface runoff class: Low

Potential for frost action: Munising and Abbaye—moderate; Yalmer—low

Depth to restrictive feature: Munising—15 to 22 inches to a fragipan; Abbaye—20 to 40

inches to bedrock (lithic); Yalmer—20 to 30 inches to a fragipan

Drainage class: Moderately well drained

Available water capacity: Munising—about 7.6 inches to a depth of 60 inches;

Abbaye—about 4.2 inches to a depth of 60 inches; Yalmer—about 5.1 inches to a

depth of 60 inches

Shrink-swell potential: Low

Permeability: Munising—moderate in the upper part, very slow in the fragipan, and

moderate in the lower part; Abbaye—moderate; Yalmer—rapid in the upper part,

very slow in the fragipan, and moderate in the lower part

Flooding: None

Depth to seasonal high water table: Munising—1.0 to 1.7 feet (April); Abbaye—1.0 to

2.7 feet (April, October); Yalmer—1.0 to 2.0 feet (April)

Ponding: None

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, building site

development

Woodland

Major management concerns: Munising—seedling mortality, soil rutting, windthrow

hazard, seasonal wetness; Abbaye—surface stones, seedling mortality, depth to

bedrock; Yalmer—surface stones, seedling mortality, soil rutting, windthrow

hazard, seasonal wetness

Building site development

Major management concerns: Munising—surface stones, cutbanks caving, slope,

seasonal wetness; Abbaye—surface stones, large stones, depth to bedrock, slope,

seasonal wetness; Yalmer—surface stones, cutbanks caving, slope, seasonal

wetness

Septic tank absorption fields

Major management concerns: Munising—surface stones, slope, restricted

permeability, depth to a fragipan, wetness; Abbaye—surface stones, large stones,

slope, depth to bedrock, wetness; Yalmer—surface stones, slope, poor filtering

capacity, restricted permeability, depth to a fragipan, wetness
106 Soil Survey of

Interpretive Groups

Land capability classification: Munising—6e; Abbaye—6e; Yalmer—7s

Michigan soil management group: Munising—3a-af; Abbaye—3/Ra; Yalmer—4a-a

Prime farmland category: Not prime farmland

Hydric soil status: Munising—not hydric; Abbaye—not hydric; Yalmer—not hydric

Forest habitat type: Munising and Yalmer—TM, ATD; Abbaye—ATD

183E—Munising-Abbaye-Yalmer complex, dissected, 8 to

35 percent slopes, stony

Setting

Landform: Hillslopes, ridges, and knolls on ground moraines

Map Unit Composition

Major components:

Munising, dissected, stony, and similar soils: 35 to 55 percent

Abbaye, dissected, stony, and similar soils: 20 to 35 percent

Yalmer, dissected, stony, and similar soils: 10 to 25 percent

Minor components:

Waiska and similar soils (0 to 7 percent of the map unit) in landscape positions

similar to those of the Munising soil

Keweenaw and similar soils (0 to 4 percent of the map unit) in landscape positions

similar to those of the Yalmer soil

Zeba, stony, and similar soils (0 to 2 percent of the map unit) in depressions and

drainageways

Typical Profile

Munising

Oe—0 to 2 inches; brown, moderately decomposed plant material

Oa—2 to 4 inches; black, highly decomposed plant material

E—4 to 11 inches; brown fine sandy loam

Bhs—11 to 13 inches; dark brown fine sandy loam

Bs—13 to 18 inches; dark brown fine sandy loam

B/Ex—18 to 31 inches; reddish brown sandy loam and light brown loamy sand

Bt—31 to 51 inches; reddish brown sandy loam

C—51 to 80 inches; brown sandy loam

Abbaye

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 5 inches; reddish brown fine sandy loam

Bhs—5 to 11 inches; dark reddish brown fine sandy loam

Bs—11 to 18 inches; reddish brown gravelly fine sandy loam

B/Ex—18 to 28 inches; reddish brown gravelly fine sandy loam and gravelly fine sandy

loam

2Cr—28 to 30 inches; reddish brown extremely flaggy fine sandy loam

2R—30 inches; reddish brown and pinkish gray, unweathered sandstone bedrock

Yalmer

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 6 inches; reddish gray loamy sand

Bhs—6 to 13 inches; dark reddish brown loamy sand
Keweenaw County Area, Michigan 107

Bs—13 to 28 inches; reddish brown loamy sand

2E/Bx—28 to 43 inches; reddish brown loamy sand and sandy loam

2B/Ex—43 to 52 inches; reddish brown sandy loam and loamy sand

2C—52 to 80 inches; reddish brown sandy loam

Soil Properties and Qualities

Parent material: Munising—loamy till deposits; Abbaye—loamy till deposits over

sandstone; Yalmer—sandy outwash over loamy till

Slope: 8 to 35 percent

Surface runoff class: Munising—high; Abbaye—medium; Yalmer—low

Potential for frost action: Munising—moderate; Abbaye—moderate; Yalmer—low

Depth to restrictive feature: Munising—15 to 22 inches to a fragipan; Abbaye—20 to 40

inches to bedrock (lithic); Yalmer—20 to 30 inches to a fragipan

Drainage class: Moderately well drained

Available water capacity: Munising—about 7.6 inches to a depth of 60 inches;

Abbaye—about 4.2 inches to a depth of 60 inches; Yalmer—about 5.1 inches to a

depth of 60 inches

Shrink-swell potential: Low

Permeability: Munising—moderate in the upper part, very slow in the fragipan, and

moderate in the lower part; Abbaye—moderate; Yalmer—rapid in the upper part,

very slow in the fragipan, and moderate in the lower part

Flooding: None

Depth to seasonal high water table: Munising—1.0 to 1.7 feet (April); Abbaye—1.0 to

2.7 feet (April, October); Yalmer—1.0 to 2.0 feet (April)

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Munising—erosion, seedling mortality, soil rutting,

windthrow hazard, slope, seasonal wetness, dissected slopes; Abbaye—seedling

mortality, slope, dissected slopes; Yalmer—erosion, seedling mortality, soil rutting,

windthrow hazard, slope, seasonal wetness, dissected slopes

Building site development

Major management concerns: Munising—surface stones, cutbanks caving, slope,

seasonal wetness; Abbaye—surface stones, large stones, depth to bedrock, slope,

seasonal wetness; Yalmer—surface stones, cutbanks caving, slope, seasonal

wetness

Septic tank absorption fields

Major management concerns: Munising—surface stones, slope, restricted

permeability, depth to a fragipan, wetness; Abbaye—surface stones, large stones,

slope, depth to bedrock, wetness; Yalmer—surface stones, slope, poor filtering

capacity, restricted permeability, depth to a fragipan, wetness

Interpretive Groups

Land capability classification: Munising and Abbaye—7e; Yalmer—7s

Michigan soil management group: Munising—3a-af; Abbaye—3/Ra; Yalmer—4a-a

Prime farmland category: Not prime farmland

Hydric soil status: Munising—not hydric; Abbaye—not hydric; Yalmer—not hydric

Forest habitat type: Munising—TM, ATD; Abbaye—ATD; Yalmer—ATD, TM
108 Soil Survey of

184C—Munising-Yalmer complex, dissected, 1 to 12

percent slopes

Setting

Landform: Knolls, ridges, and hillslopes on ground moraines

Map Unit Composition

Major components:

Munising, dissected, and similar soils: 55 to 90 percent

Yalmer, dissected, and similar soils: 10 to 35 percent

Minor components:

Skanee and similar soils (0 to 5 percent of the map unit) in depressions and

drainageways

Keweenaw and similar soils (0 to 3 percent of the map unit) in landscape positions

similar to those of the Munising soil

Abbaye and similar soils (0 to 2 percent of the map unit) in landscape positions

similar to those of the Yalmer soil

Typical Profile

Munising

Oe—0 to 2 inches; brown, moderately decomposed plant material

Oa—2 to 4 inches; black, highly decomposed plant material

E—4 to 11 inches; brown fine sandy loam

Bhs—11 to 13 inches; dark brown fine sandy loam

Bs—13 to 18 inches; dark brown fine sandy loam

B/Ex—18 to 31 inches; reddish brown sandy loam and light brown loamy sand

Bt—31 to 51 inches; reddish brown sandy loam

C—51 to 80 inches; brown sandy loam

Yalmer

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 6 inches; reddish gray loamy sand

Bhs—6 to 13 inches; dark reddish brown loamy sand

Bs—13 to 28 inches; reddish brown loamy sand

2E/Bx—28 to 43 inches; reddish brown loamy sand and sandy loam

2B/Ex—43 to 52 inches; reddish brown sandy loam and loamy sand

2C—52 to 80 inches; reddish brown sandy loam

Soil Properties and Qualities

Parent material: Munising—loamy till deposits; Yalmer—sandy outwash over loamy till

deposits

Slope: 1 to 12 percent

Surface runoff class: Munising—high; Yalmer—low

Potential for frost action: Munising—moderate; Yalmer—low

Depth to restrictive feature: Munising—15 to 22 inches to a fragipan; Yalmer—20 to 30

inches to a fragipan

Drainage class: Moderately well drained

Available water capacity: Munising—about 7.6 inches to a depth of 60 inches; Yalmer—

about 5.1 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Munising—moderate in the upper part, very slow in the fragipan, and

moderate in the lower part; Yalmer—rapid in the upper part, very slow in the

fragipan, and moderate in the lower part
Keweenaw County Area, Michigan 109

Flooding: None

Depth to seasonal high water table: Munising—1.0 to 1.7 feet (April); Yalmer—1.0 to

2.0 feet (April)

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Seedling mortality, soil rutting, windthrow hazard,

seasonal wetness

Building site development

Major management concerns: Munising—surface stones, slope, seasonal wetness;

Yalmer—seedling mortality, soil rutting, cutbanks caving, windthrow hazard,

seasonal wetness

Septic tank absorption fields

Major management concerns: Munising—surface stones, slope, restricted

permeability, depth to a fragipan, wetness; Yalmer—surface stones, slope, poor

filtering capacity, restricted permeability, depth to a fragipan, wetness

Interpretive Groups

Land capability classification: Munising—7e; Yalmer—4e

Michigan soil management group: Munising—3a-af; Yalmer—4a-a

Prime farmland category: Not prime farmland

Hydric soil status: Munising—not hydric; Yalmer—not hydric

Forest habitat type: Munising—TM, ATD; Yalmer—ATD, TM

184E—Munising-Yalmer complex, dissected, 8 to 35

percent slopes

Setting

Landform: Knolls, ridges, and hillslopes on ground moraines

Map Unit Composition

Major components:

Munising, dissected, and similar soils: 55 to 90 percent

Yalmer, dissected, and similar soils: 10 to 35 percent

Minor components:

Keweenaw and similar soils (0 to 5 percent of the map unit) in landscape positions

similar to those of the Yalmer soil

Garlic and similar soils (0 to 3 percent of the map unit) in landscape positions

similar to those of the Yalmer soil

Abbaye and similar soils (0 to 2 percent of the map unit) in landscape positions

similar to those of the Munising soil

Typical Profile

Munising

Oe—0 to 2 inches; brown, moderately decomposed plant material

Oa—2 to 4 inches; black, highly decomposed plant material

E—4 to 11 inches; brown fine sandy loam

Bhs—11 to 13 inches; dark brown fine sandy loam

Bs—13 to 18 inches; dark brown fine sandy loam
110 Soil Survey of

B/Ex—18 to 31 inches; reddish brown sandy loam and light brown loamy sand

Bt—31 to 51 inches; reddish brown sandy loam

C—51 to 80 inches; brown sandy loam

Yalmer

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 6 inches; reddish gray loamy sand

Bhs—6 to 13 inches; dark reddish brown loamy sand

Bs—13 to 28 inches; reddish brown loamy sand

2E/Bx—28 to 43 inches; reddish brown loamy sand and sandy loam

2B/Ex—43 to 52 inches; reddish brown sandy loam and loamy sand

2C—52 to 80 inches; reddish brown sandy loam

Soil Properties and Qualities

Parent material: Munising—loamy till deposits; Yalmer—sandy outwash over loamy till

deposits

Slope: 8 to 35 percent

Surface runoff class: High

Potential for frost action: Munising—moderate; Yalmer—low

Depth to restrictive feature: Munising—15 to 22 inches to a fragipan; Yalmer—20 to 30

inches to a fragipan

Drainage class: Moderately well drained

Available water capacity: Munising—about 7.6 inches to a depth of 60 inches; Yalmer—

about 5.1 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Munising—moderate in the upper part, very slow in the fragipan, and

moderate in the lower part; Yalmer—rapid in the upper part, very slow in the

fragipan, and moderate in the lower part

Flooding: None

Depth to seasonal high water table: Munising—1.0 to 1.7 feet (April); Yalmer—1.0 to

2.0 feet (April)

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Erosion, seedling mortality, soil rutting, windthrow

hazard, slope, seasonal wetness, dissected slopes

Building site development

Major management concerns: Surface stones, cutbanks caving, slope, seasonal

wetness

Septic tank absorption fields

Major management concerns: Munising—surface stones, slope, restricted

permeability, depth to a fragipan, wetness; Yalmer—surface stones, slope, poor

filtering capacity, restricted permeability, depth to a fragipan, wetness

Interpretive Groups

Land capability classification: 7e

Michigan soil management group: Munising—3a-af; Yalmer—4a-a

Prime farmland category: Not prime farmland

Hydric soil status: Munising—not hydric; Yalmer—not hydric

Forest habitat type: Munising and Yalmer—ATD, TM
Keweenaw County Area, Michigan 111

185B—Munising-Skanee complex, dissected, 1 to 8

percent slopes

Setting

Landform: Knolls, ridges, and hillslopes on ground moraines

Map Unit Composition

Major components:

Munising, dissected, and similar soils: 45 to 80 percent

Skanee, dissected, and similar soils: 10 to 45 percent

Minor components:

Gay and similar soils (0 to 5 percent of the map unit) in depressions and

drainageways

Yalmer and similar soils (0 to 5 percent of the map unit) in landscape positions

similar to those of the Munising soil

Assinins and similar soils (0 to 3 percent of the map unit) in landscape positions

similar to those of the Skanee soil

Typical Profile

Munising

Oe—0 to 2 inches; brown, moderately decomposed plant material

Oa—2 to 4 inches; black, highly decomposed plant material

E—4 to 11 inches; brown fine sandy loam

Bhs—11 to 13 inches; dark brown fine sandy loam

Bs—13 to 18 inches; dark brown fine sandy loam

B/Ex—18 to 31 inches; reddish brown sandy loam and light brown loamy sand

Bt—31 to 51 inches; reddish brown sandy loam

C—51 to 80 inches; brown sandy loam

Skanee

Oa—0 to 2 inches; black, moderately decomposed plant material

E—2 to 8 inches; pinkish gray and reddish gray loamy sand

Bhs—8 to 15 inches; dark reddish brown and reddish brown sandy loam

E/Bx—15 to 29 inches; reddish brown sandy loam and weak red loamy sand

Bt—29 to 44 inches; reddish brown sandy loam

C—44 to 80 inches; reddish brown sandy loam

Soil Properties and Qualities

Parent material: Loamy till deposits

Slope: Munising—1 to 8 percent; Skanee—1 to 6 percent

Surface runoff class: Munising—medium; Skanee—very high

Potential for frost action: Munising—moderate; Skanee—high

Depth to restrictive feature: Munising—15 to 22 inches to a fragipan; Skanee—12 to

18 inches to a fragipan

Drainage class: Munising—moderately well drained; Skanee—somewhat poorly

drained

Available water capacity: Munising—about 7.6 inches to a depth of 60 inches;

Skanee—about 3.5 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Moderate in the upper part, very slow in the fragipan, and moderate in

the lower part

Flooding: None
112 Soil Survey of

Depth to seasonal high water table: Munising—1.0 to 1.7 feet (April); Skanee—0.5 foot

to 1.2 feet (April, May)

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Munising—seedling mortality, soil rutting, windthrow

hazard, seasonal wetness; Skanee—seedling mortality, windthrow hazard

Building site development

Major management concerns: Munising—surface stones, cutbanks caving, slope,

seasonal wetness; Skanee—surface stones, seasonal wetness

Septic tank absorption fields

Major management concerns: Surface stones, slope, restricted permeability, depth to

a fragipan, wetness; Skanee—surface stones, restricted permeability, depth to a

fragipan, seasonal wetness

Interpretive Groups

Land capability classification: Munising—6s; Skanee—2e

Michigan soil management group: Munising—3a-af; Skanee—3b-a

Prime farmland category: Not prime farmland

Hydric soil status: Munising—not hydric; Skanee—not hydric

Forest habitat type: Munising—ATD, TM; Skanee—TMC, TMC-D

185C—Munising-Skanee complex, dissected, 4 to 18

percent slopes

Setting

Landform: Knolls, ridges, and hillslopes on ground moraines

Map Unit Composition

Major components:

Munising, dissected, and similar soils: 55 to 80 percent

Skanee, dissected, and similar soils: 20 to 35 percent

Minor components:

Yalmer and similar soils (0 to 5 percent of the map unit) in ravines and in areas of

bottom land

Assinins and similar soils (0 to 5 percent of the map unit) in the slightly lower

landscape positions

Gay and similar soils (0 to 3 percent of the map unit) in depressions and

drainageways

Typical Profile

Munising

Oe—0 to 2 inches; brown, moderately decomposed plant material

Oa—2 to 4 inches; black, highly decomposed plant material

E—4 to 11 inches; brown fine sandy loam

Bhs—11 to 13 inches; dark brown fine sandy loam

Bs—13 to 18 inches; dark brown fine sandy loam
Keweenaw County Area, Michigan 113

B/Ex—18 to 31 inches; reddish brown sandy loam and light brown loamy sand

Bt—31 to 51 inches; reddish brown sandy loam

C—51 to 80 inches; brown sandy loam

Skanee

Oa—0 to 2 inches; black, moderately decomposed plant material

E—2 to 8 inches; pinkish gray and reddish gray loamy sand

Bhs—8 to 15 inches; dark reddish brown and reddish brown sandy loam

E/Bx—15 to 29 inches; reddish brown sandy loam and weak red loamy sand

Bt—29 to 44 inches; reddish brown sandy loam

C—44 to 80 inches; reddish brown sandy loam

Soil Properties and Qualities

Parent material: Loamy till deposits

Slope: Munising—4 to 18 percent; Skanee—4 to 6 percent

Surface runoff class: Munising—high; Skanee—very high

Potential for frost action: Munising—moderate; Skanee—high

Depth to restrictive feature: Munising—15 to 22 inches to a fragipan; Skanee—12 to

18 inches to a fragipan

Drainage class: Munising—moderately well drained; Skanee—somewhat poorly

drained

Available water capacity: Munising—about 7.6 inches to a depth of 60 inches;

Skanee—about 3.5 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Moderate in the upper part, very slow in the fragipan, and moderate in

the lower part

Flooding: None

Depth to seasonal high water table: Munising—1.0 to 1.7 feet (April); Skanee—0.5 foot

to 1.2 feet (April, May)

Ponding: None

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Munising—erosion, seedling mortality, soil rutting,

windthrow hazard, slope, seasonal wetness; Skanee—seedling mortality,

windthrow hazard

Building site development

Major management concerns: Munising—surface stones, cutbanks caving, slope,

seasonal wetness; Skanee—surface stones, surface boulders, seasonal wetness

Septic tank absorption fields

Major management concerns: Munising—surface stones, slope, restricted

permeability, depth to a fragipan, wetness; Skanee—surface stones, restricted

permeability, depth to a fragipan, wetness

Interpretive Groups

Land capability classification: Munising—6s; Skanee—2e

Michigan soil management group: Munising—3a-af; Skanee—3b-a

Prime farmland category: Not prime farmland

Hydric soil status: Munising—not hydric; Skanee—not hydric

Forest habitat type: Munising—ATD, TM; Skanee—TM, TMC, ATD
114 Soil Survey of

187A—Skanee-Gay complex, 0 to 3 percent slopes

Setting

Landform: Depression, drainageways, and knolls on ground moraines

Map Unit Composition

Major components:

Skanee and similar soils: 50 to 65 percent

Gay and similar soils: 20 to 40 percent

Minor components:

Assinins and similar soils (0 to 6 percent of the map unit) in landscape positions

similar to those of the Skanee soil

Cathro and similar soils (0 to 5 percent of the map unit) in landscape positions

similar to those of the Gay soil

Munising and similar soils (0 to 3 percent of the map unit) in the higher landscape

positions

Typical Profile

Skanee

Oa—0 to 2 inches; black, moderately decomposed plant material

E—2 to 8 inches; pinkish gray and reddish gray loamy sand

Bhs—8 to 15 inches; dark reddish brown and reddish brown sandy loam

E/Bx—15 to 29 inches; reddish brown sandy loam and weak red loamy sand

Bt—29 to 44 inches; reddish brown sandy loam

C—44 to 80 inches; reddish brown sandy loam

Gay

Oa—0 to 4 inches; very dark gray muck

A—4 to 7 inches; dark gray fine sandy loam

Eg—7 to 11 inches; light brownish gray sandy loam

Bw—11 to 16 inches; brown sandy loam

BC—16 to 30 inches; reddish brown sandy loam

C—30 to 60 inches; reddish brown sandy loam

Soil Properties and Qualities

Parent material: Loamy till deposits

Slope: 0 to 3 percent

Surface runoff class: Skanee—very high; Gay—negligible

Potential for frost action: High

Depth to restrictive feature: Skanee—12 to 18 inches to a fragipan; Gay—more than

80 inches

Drainage class: Skanee—somewhat poorly drained; Gay—poorly drained

Available water capacity: Skanee—about 3.5 inches to a depth of 60 inches; Gay—

about 8.1 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Skanee—moderate in the upper part, very slow in the fragipan, and

moderate in the lower part; Gay—moderate

Flooding: None

Depth to seasonal high water table: Skanee—0.5 foot to 1.2 feet (April, May); Gay—at

the surface (January, February, March, April, May, October, November, December)

Months in which ponding does not occur: Gay—January, February, June, July, August,

September, December; Skanee—all year

Depth and most likely period of ponding: Gay—0.5 foot (March, April, May, November)
Keweenaw County Area, Michigan 115

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Skanee—seedling mortality, windthrow hazard; Gay—

seedling mortality, windthrow hazard, wetness

Building site development

Major management concerns: Skanee—seasonal wetness; Gay—ponding, wetness

Septic tank absorption fields

Major management concerns: Skanee—restricted permeability, depth to a fragipan,

seasonal wetness; Gay—ponding, wetness

Interpretive Groups

Land capability classification: Skanee—2e; Gay—5w

Michigan soil management group: Skanee—3b-a; Gay—3c

Prime farmland category: Not prime farmland

Hydric soil status: Skanee—not hydric; Gay—hydric

Forest habitat type: Skanee—TMC, TMC-D; Gay—TTS

192B—Nipissing-Arcadian-Rock outcrop complex, 0 to 8

percent slopes, very stony

Setting

Landform: Knolls, ridges, and hillslopes on lake benches and beach terraces on

moraines

Map Unit Composition

Major components:

Nipissing, very stony, and similar soils: 40 to 90 percent

Arcadian, very stony, and similar soils: 10 to 25 percent

Rock outcrop: 10 to 15 percent

Minor components:

Copper Harbor and similar soils (0 to 10 percent of the map unit) in the lower

landscape positions

Bete Grise and similar soils (0 to 8 percent of the map unit) in depressions and

drainageways

Gratiot and similar soils (0 to 5 percent of the map unit) in depressions and

drainageways

Typical Profile

Nipissing

Oi—0 to 1 inch; black, moderately decomposed plant material

Oa—1 to 3 inches; black, highly decomposed plant material

E—3 to 4 inches; dark reddish gray very cobbly fine sandy loam

Bhs1—4 to 20 inches; dark reddish brown extremely cobbly fine sandy loam

Bhs2—20 to 29 inches; very dusky red extremely cobbly fine sandy loam

Bs—29 to 35 inches; dark reddish brown extremely cobbly fine sandy loam

2C—35 to 39 inches; fragmental material

3R—39 inches; conglomerate and basalt bedrock

Arcadian

Oa—0 to 3 inches; black, highly decomposed plant material
116 Soil Survey of

E—3 to 5 inches; dark brown very gravelly fine sandy loam

Bhs—5 to 12 inches; dark reddish brown very gravelly fine sandy loam

2R—12 inches; conglomerate bedrock

Soil Properties and Qualities

Parent material: Nipissing—loamy-skeletal over fragmental drift over conglomerate

deposits over basalt bedrock; Arcadian—loamy-skeletal drift over basalt and

conglomerate bedrock

Slope: 0 to 8 percent

Surface runoff class: Nipissing—negligible; Arcadian—low

Potential for frost action: Moderate

Depth to restrictive feature: Nipissing—20 to 40 inches to bedrock (lithic); Arcadian—

10 to 20 inches to bedrock (lithic)

Drainage class: Well drained

Available water capacity: Nipissing—about 3.1 inches to a depth of 60 inches;

Arcadian—about 2.0 inches to a depth of 60 inches

Shrink-swell potential: Low

Permeability: Nipissing—moderately rapid over very rapid; Arcadian—moderate

Flooding: None

Depth to seasonal high water table: More than 6.5 feet

Ponding: None

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, building site

development, idle land

Note: Onsite investigation is needed to determine the suitability for specific uses.

Woodland

Major management concerns: Nipissing—rock fragments, seedling mortality, depth to

bedrock, rock outcrops; Arcadian—surface stones, rock fragments, seedling

mortality, windthrow hazard, depth to bedrock, rock outcrops

Building site development

Major management concerns: Nipissing—surface stones, large stones, depth to

bedrock, slope; Arcadian—surface stones, depth to bedrock, slope

Septic tank absorption fields

Major management concerns: Nipissing—surface stones, large stones, slope, poor

filtering capacity, depth to bedrock; Arcadian—surface stones, slope, depth to

bedrock

Interpretive Groups

Land capability classification: 7s

Michigan soil management group: Nipissing—G/Ra; Arcadian—Ra

Prime farmland category: Not prime farmland

Hydric soil status: Nipissing—not hydric; Arcadian—not hydric

Forest habitat type: Nipissing and Arcadian—TMC, AQVac

194B—Copper Harbor extremely gravelly sandy loam, 0 to

4 percent slopes, very stony

Setting

Landform: Knolls and beach ridges on lake bench terraces, outwash plains, and

stream terraces
Keweenaw County Area, Michigan 117

Map Unit Composition

Major components:

Copper Harbor, very stony, and similar soils: 85 to 95 percent

Minor components:

Nipissing and similar soils (0 to 10 percent of the map unit) in the higher

landscape positions

Bete Grise and similar soils (0 to 7 percent of the map unit) in depressions and

drainageways

Waiska and similar soils (0 to 5 percent of the map unit) in the slightly higher

landscape positions

Typical Profile

Copper Harbor

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 5 inches; dark reddish brown very gravelly loamy coarse sand

Bhs—5 to 14 inches; dark reddish brown extremely gravelly loamy coarse sand

Bs—14 to 30 inches; dark reddish brown and brown extremely gravelly coarse sand

BC—30 to 40 inches; brown very gravelly coarse sand and very gravelly loamy coarse

sand

C—40 to 60 inches; reddish brown very gravelly sand

2C—60 to 80 inches; reddish brown very cobbly loamy coarse sand

Soil Properties and Qualities

Parent material: Sandy-skeletal glaciolacustrine and glaciofluvial deposits over sandyskeletal or loamy-skeletal till deposits

Slope: 0 to 4 percent

Surface runoff class: Negligible

Potential for frost action: Low

Depth to restrictive feature: More than 80 inches

Drainage class: Moderately well drained

Available water capacity: About 4.2 inches to a depth of 60 inches

Shrink-swell potential: Moderate

Permeability: Very rapid

Flooding: None

Depth to seasonal high water table: 2.0 to 6.7 feet (April, May)

Ponding: None

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, building site

development

Woodland

Major management concerns: Rock fragments, seedling mortality

Building site development

Major management concerns: Surface stones, cutbanks caving, seasonal wetness

Septic tank absorption fields

Major management concerns: Surface stones, poor filtering capacity, seasonal

wetness

Interpretive Groups

Land capability classification: 6s

Michigan soil management group: Ga

Prime farmland category: Not prime farmland
118 Soil Survey of

Hydric soil status: Not hydric

Forest habitat type: ATD

195B—Copper Harbor-Bete Grise complex, 0 to 4 percent

slopes, stony

Setting

Landform: Beach ridges and knolls on beach terraces, stream terraces, and outwash

plains

Map Unit Composition

Major components:

Copper Harbor, stony, and similar soils: 45 to 60 percent

Bete Grise, stony, and similar soils: 35 to 45 percent

Minor components:

Gratiot and similar soils (0 to 10 percent of the map unit) in landscape positions

similar to those of the Bete Grise soil

Paavola and similar soils (0 to 7 percent of the map unit) in landscape positions

similar to those of the Copper Harbor soil

Nipissing and similar soils (0 to 5 percent of the map unit) in the higher landscape

positions

Typical Profile

Copper Harbor

Oa—0 to 1 inch; black, highly decomposed plant material

E—1 to 5 inches; dark reddish brown very gravelly loamy coarse sand

Bhs—5 to 14 inches; dark reddish brown extremely gravelly loamy coarse sand

Bs—14 to 30 inches; dark reddish brown and brown extremely gravelly coarse sand

BC—30 to 40 inches; brown very gravelly coarse sand, very gravelly loamy coarse

sand

C—40 to 60 inches; reddish brown very gravelly sand

2C—60 to 80 inches; reddish brown very cobbly loamy coarse sand

Bete Grise

Oa—0 to 2 inches; dark reddish brown, highly decomposed plant material

E—2 to 5 inches; dark reddish gray very gravelly loamy sand

Bhs—5 to 17 inches; dark reddish brown very gravelly loamy coarse sand

Bs—17 to 32 inches; dark reddish brown and brown very gravelly coarse sand

BC—32 to 36 inches; brown extremely gravelly coarse sand

C—36 to 59 inches; reddish brown very gravelly sand

2C—59 to 80 inches; reddish brown very cobbly sand

Soil Properties and Qualities

Parent material: Copper Harbor—sandy-skeletal glaciolacustrine and glaciofluvial

deposits over sandy-skeletal or loamy-skeletal till deposits; Bete Grise—sandyskeletal glaciolacustrine and glaciofluvial deposits over sandy-skeletal or loamyskeletal till deposits

Slope: 0 to 4 percent

Surface runoff class: Copper Harbor—negligible; Bete Grise—very low

Potential for frost action: Low

Depth to restrictive feature: More than 80 inches

Drainage class: Copper Harbor—moderately well drained; Bete Grise—somewhat

poorly drained
Keweenaw County Area, Michigan 119

Available water capacity: Copper Harbor—about 4.2 inches to a depth of 60 inches;

Bete Grise—about 2.9 inches to a depth of 60 inches

Shrink-swell potential: Moderate

Permeability: Very rapid

Flooding: None

Depth to seasonal high water table: Copper Harbor—2.0 to 6.7 feet (April, May); Bete

Grise—0.5 foot to 6.7 feet (April, May)

Ponding: None

Use and Management

Land use: Major use—woodland; other uses—wildlife habitat, building site

development

Woodland

Major management concerns: Copper Harbor—rock fragments, seedling mortality;

Bete Grise—surface stones, rock fragments, seedling mortality, windthrow hazard

Building site development

Major management concerns: Surface stones, cutbanks caving, seasonal wetness

Septic tank absorption fields

Major management concerns: Copper Harbor—surface stones, poor filtering capacity,

seasonal wetness; Bete Grise—surface stones, poor filtering capacity, wetness

Interpretive Groups

Land capability classification: Copper Harbor—6s; Bete Grise—4w

Michigan soil management group: Copper Harbor—Ga; Bete Grise—Gbc

Prime farmland category: Not prime farmland

Hydric soil status: Copper Harbor—not hydric; Bete Grise—not hydric

Forest habitat type: Copper Harbor—ATD; Bete Grise—TMC-D

196B—Bete Grise-Tawas complex, 0 to 4 percent slopes,

stony

Setting

Landform: Depressions and beach ridges on outwash plains, stream terraces, and

lake bench terraces

Map Unit Composition

Major components:

Bete Grise, stony, and similar soils: 35 to 50 percent

Tawas, stony, and similar soils: 35 to 45 percent

Minor components:

Gratiot and similar soils (0 to 9 percent of the map unit) in landscape positions

similar to those of the Bete Grise soil

Sabattis and similar soils (0 to 8 percent of the map unit) in landscape positions

similar to those of the Tawas soil

Deford and similar soils (0 to 7 percent of the map unit) in landscape positions

similar to those of the Tawas soil

Typical Profile

Bete Grise

Oa—0 to 2 inches; highly decomposed plant material

E—2 to 5 inches; very gravelly loamy sand
120 Soil Survey of

Bhs—5 to 17 inches; very gravelly loamy coarse sand

Bs—17 to 32 inches; very gravelly coarse sand

BC—32 to 36 inches; extremely gravelly coarse sand

C—36 to 59 inches; very gravelly sand

2C—59 to 80 inches; very cobbly sand

Tawas

Oa1—0 to 6 inches; black muck

Oa2—6 to 25 inches; black muck

Cg—25 to 80 inches; dark grayish brown sand

Soil Properties and Qualities

Parent material: Bete Grise—sandy-skeletal glaciolacustrine and glaciofluvial deposits

over sandy-skeletal or loamy-skeletal till deposits; Tawas—organic material over

sandy drift

Slope: Bete Grise—0 to 4 percent; Tawas—0 to 1 percent

Surface runoff class: Negligible

Potential for frost action: Bete Grise—low; Tawas—high

Depth to restrictive feature: More than 80 inches

Drainage class: Bete Grise—somewhat poorly drained; Tawas—very poorly drained

Available water capacity: Bete Grise—about 2.9 inches to a depth of 60 inches;

Tawas—about 11.5 inches to a depth of 60 inches

Shrink-swell potential: Bete Grise—moderate; Tawas—low

Permeability: Bete Grise—very rapid; Tawas—moderately rapid

Flooding: None

Depth to seasonal high water table: Bete Grise—0.5 foot to 6.7 feet (April, May);

Tawas—at the surface (January, February, March, April, May, June, October,

November, December)

Months in which ponding does not occur: Tawas—January, February, July, August,

September, December

Depth and most likely period of ponding: Tawas—0.2 foot (March, April, May, June,

October, November); Bete Grise—none

Use and Management

Land use: Major use—woodland; other use—wildlife habitat

Woodland

Major management concerns: Bete Grise—rock fragments, seedling mortality,

windthrow hazard, seasonal wetness; Tawas—seedling mortality, windthrow

hazard, excess humus, low strength

Building site development

Major management concerns: Bete Grise—surface stones, cutbanks caving, seasonal

wetness; Tawas—cutbanks caving, ponding, wetness, low strength

Septic tank absorption fields

Major management concerns: Bete Grise—surface stones, poor filtering capacity,

wetness; Tawas—surface stones, poor filtering capacity, ponding, low strength,

wetness

Interpretive Groups

Land capability classification: Bete Grise—4w; Tawas—6w

Michigan soil management group: Bete Grise—M/4c; Tawas—Gbc

Prime farmland category: Not prime farmland

Hydric soil status: Bete Grise—not hydric; Tawas—hydric

Forest habitat type: Bete Grise—TMC-D; Tawas—TTM
Keweenaw County Area, Michigan 121

301—Udorthents-Udipsamments, nearly level to very

steep

Setting

Landform: Borrow areas, filled land, mine spoil, road cuts, and rail cuts on outwash

plains, lake plains, and moraines

Map Unit Composition

Major components:

Udorthents and similar soils: 40 to 60 percent

Udipsamments and similar soils: 40 to 45 percent

Typical Profile

Udorthents

C—0 to 80 inches; gravelly sandy loam

Udipsamments

C—0 to 80 inches; sand

Use and Management

Land use: Major uses—source of cut and fill for construction sites; other uses—idle

land

Note: Onsite investigation is needed to determine the suitability for specific uses.

Interpretive Groups

Land capability classification: None assigned

Michigan soil management group: None assigned

Prime farmland category: Not prime farmland

Hydric soil status: Not applicable

Forest habitat type: None assigned

302—Histosols and Aquents, ponded

Setting

Landform: Marshes, bogs, swamps, and edges of lakes on outwash plains and lake

plains; depressions on moraines

Map Unit Composition

Major components:

Histosols and similar soils: 40 to 60 percent

Aquents and similar soils: 40 to 60 percent

Minor components:

Water (0 to 3 percent of the map unit)

Tawas and similar soils (0 to 3 percent of the map unit) in the slightly higher

landscape positions

Typical Profile

Histosols

Oa—0 to 51 inches; black muck

C—51 to 80 inches; variable

Aquents

C—0 to 80 inches; variable
122 Soil Survey of

Use and Management

Land use: Major use—wildlife habitat; other uses—idle land

Note: Onsite investigation is needed to determine the suitability for specific uses.

Interpretive Groups

Land capability classification: None assigned

Michigan soil management group: None assigned

Prime farmland category: Not prime farmland

Hydric soil status: Not applicable

Forest habitat type: None assigned

303—Aquents and Dumps, stamp sand

Setting

Landform: Marshes, bogs, swamps, and edges of lakes on outwash plains and lake

plains; depressions on moraines

Map Unit Composition

Major components:

Aquents and similar soils: 40 to 65 percent

Dumps, stamp sand: 25 to 35 percent

Minor components:

Tawas and similar soils (0 to 10 percent of the map unit) in the slightly higher

landscape positions

Water (0 to 7 percent of the map unit)

Use and Management

Land use: Major uses—idle land; other use—wildlife habitat

Note: Onsite investigation is needed to determine the suitability for specific uses.

Interpretive Groups

Land capability classification: None assigned

Michigan soil management group: None assigned

Prime farmland category: Not prime farmland

Hydric soil status: Aquents—hydric; Dumps—not hydric

Forest habitat type: None assigned

310—Dumps, mine

Map Unit Composition

Major components:

Dumps, mine: 100 percent

General Definition

• This map unit occurs as areas of waste material from mining activities.

Use and Management

Land use: Major use—idle land

Note: Onsite investigation is needed to determine the suitability for specific uses.
Keweenaw County Area, Michigan 123

Interpretive Groups

Land capability classification: None assigned

Michigan soil management group: None assigned

Prime farmland category: Not prime farmland

Hydric soil status: Not applicable

Forest habitat type: None assigned

311—Dumps, stamp sand

Map Unit Composition

Major components:

Dumps, stamp sand: 100 percent

General Definition

• This map unit occurs as areas of crushed waste material from mining activities.

Use and Management

Land use: Major use—idle land; other use—source of material for roads and building

site development

Note: Onsite investigation is needed to determine the suitability for specific uses.

Interpretive Groups

Land capability classification: None assigned

Michigan soil management group: None assigned

Prime farmland category: Not prime farmland

Hydric soil status: Not hydric

Forest habitat type: None assigned

312—Pits, borrow

Map Unit Composition

Major components:

Pits, borrow: 100 percent

Use and Management

Land use: Major use—source of borrow material; other use—idle land

Note: Onsite investigation is needed to determine the suitability for specific uses.

Interpretive Groups

Land capability classification: None assigned

Michigan soil management group: None assigned

Prime farmland category: Not prime farmland

Hydric soil status: Not applicable

Forest habitat type: None assigned

313—Dumps, sawdust

Map Unit Composition

Major components:

Dumps, sawdust: 100 percent
124

General Definition

• This map unit occurs as areas of waste material from sawmills.

Use and Management

Land use: Major use—idle land

Note: Onsite investigation is needed to determine the suitability for specific uses.

Interpretive Groups

Land capability classification: None assigned

Michigan soil management group: None assigned

Prime farmland category: Not prime farmland

Hydric soil status: Not applicable

Forest habitat type: None assigned
125

This soil survey is an inventory and evaluation of the soils in the survey area. It can

be used to adjust land uses to the limitations and potentials of natural resources and

the environment. Also, it can help to prevent soil-related failures in land uses.

In preparing a soil survey, soil scientists, conservationists, engineers, and others

collect extensive field data about the nature and behavioral characteristics of the soils.

They collect data on erosion, droughtiness, flooding, and other factors that affect

various soil uses and management. Field experience and collected data on soil

properties and performance are used as a basis in predicting soil behavior.

Information in this section can be used to plan the use and management of soils for

crops and pasture; as forestland; 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. 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, and 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

Use and Management of the Soils
126 Soil Survey of

appear in order from the most limiting to the least limiting. Thus, if more than one

limitation is identified, the most severe limitation is listed first and the least severe one

is listed last.

Crops and Pasture

In this section, general management needed for crops and pasture is suggested,

the system of land capability classification used by the Natural Resources

Conservation Service is explained, and prime farmland is described.

Planners of management systems for individual fields or farms should consider the

detailed information given in the description of each soil under the heading “Detailed

Soil Map Units.” Specific information can be obtained from the local office of the

Natural Resources Conservation Service, the Conservation District, or Michigan State

University Extension or from a certified planning professional.

The following paragraphs describe the concerns affecting management of the soils

in the survey area for agriculture. These concerns include water erosion, soil blowing,

seasonal wetness, seasonal droughtiness, soil fertility, and tilth in the surface layer.

Water erosion and soil blowing are major management concerns on most of the

cropland in the survey area. The loss of the surface layer through erosion is especially

damaging on soils that have a loamy subsoil, such as Munising, Skanee, and Gay

soils, and on soils that tend to be droughty, such as Rubicon and Deer Park soils.

Erosion on cropland results in the sedimentation of streams and ditches. Controlling

erosion minimizes this pollution and improves the quality of water for municipal and

recreational uses and for fish and wildlife.

Water erosion is a serious hazard on all loamy soils that have slopes of 4 percent or

more. Preparing a good seedbed is difficult on some of the soils because the friable

surface layer has been eroded away in places.

Erosion-control practices provide a protective cover, reduce the runoff rate, and

increase the rate of water infiltration. A cropping system that keeps a plant cover on

the surface for extended periods reduces the susceptibility to erosion and preserves

the productive capacity of the soil. On livestock farms, where pasture and hay are

needed, including forage crops of grasses and legumes in the cropping sequence

helps to control erosion in the more sloping areas, provides nitrogen for subsequent

crops, and improves tilth. Conservation tillage helps to control runoff and erosion by

leaving a protective cover of crop residue on the surface. Cover crops, diversions, and

grassed waterways also help to control erosion.

Soil blowing is a hazard on the coarse textured, sandy soils in the survey area. An

adequate plant cover, surface mulch, buffer strips, and tillage methods that leave crop

residue on the surface help to control soil blowing. No-till farming, which is increasingly

common in the county, is effective in controlling water erosion and soil blowing

because it leaves crop residue on the surface. This method is suited to most of the

soils in the county. When no-till farming methods are applied, eroding areas that

otherwise are only marginally productive can become more productive.

No-till helps to maintain the productive capacity of nearly all cropland. In areas

where no-till crops are grown, different methods of planting and of controlling insects

and weeds are needed. Planting at the proper time, selecting herbicides that are

suited to the existing vegetation, providing an adequate supply of plant nutrients, and

selecting tillage systems based on soil characteristics are important management

requirements.

Much of the permanent pasture in the county is in areas where erosion is a hazard.

Control of erosion is particularly important when the pasture is seeded. Forage

production and the extent to which the plant cover protects the surface of the soil are

influenced by the number of livestock that the pasture supports, the length of time that

they graze, and the distribution of rainfall. Good pasture management includes
Keweenaw County Area, Michigan 127

stocking rates that maintain the key forage species, weed control, lime and fertilizer,

pasture rotation, deferred grazing, timely grazing, and the strategic placement of water

supplies for livestock.

Information about the design and application of erosion-control practices for

different soils is available in local offices of the Conservation Districts.

Seasonal wetness is a major management concern in many areas used for crops

and pasture. Drainage of cropland improves the air-water relationship in the root zone.

In areas where drainage is poor, spring planting, spraying, and harvesting are delayed

and controlling weeds is difficult. Properly designed subsurface drainage systems or

surface drainage systems, or both, can be used to remove excess water.

Unless they are drained, some soils are naturally so wet that they cannot be used

for the crops commonly grown in the county. In undrained areas, very poorly drained,

poorly drained, and somewhat poorly drained soils are so wet that crops are damaged

in most years. Gay, Sabattis, Skanee, and Gratiot soils are examples of poorly drained

and somewhat poorly drained soils. Natural drainage is good most of the year in the

moderately well drained Munising, Yalmer, and Croswell soils, but water tends to perch

in these soils, and they dry slowly after rains. Small areas of the wetter soils along

drainageways and in swales are commonly mapped as inclusions in some areas of

these soils, especially where slopes are 0 to 12 percent. Artificial drainage is needed

to maximize crop production in these areas.

The design of surface and subsurface drainage systems varies with the kind of soil.

A combination of surface drainage and subsurface drainage is needed in most areas

of poorly drained soils that are intensively cropped. The drains should be more closely

spaced in soils that are moderately slowly to very slowly permeable than in the more

permeable soils. Finding adequate outlets for subsurface drainage systems is difficult

in many areas of Gay and Sabattis soils. Diversions can be used to remove surface

runoff from some wet areas. Good soil tilth and an ample supply of organic matter also

improve drainage. In low-lying areas the growing season is shortened by frost in the

late spring and early fall.

If drainage is planned, care must be taken so that designated wetlands are not

affected. Drainage of these areas could violate existing laws and regulations and may

jeopardize receipt of USDA benefits. Information about the design of drainage systems

and wetland compliance is available in local offices of the Natural Resources

Conservation Service.

Seasonal droughtiness during dry periods is a concern affecting the management

of some soils, including Abbaye, Dishno, Arcadian, and Burt soils. Moisture can be

conserved by no-till farming and other kinds of conservation tillage, which leave all or

part of the crop residue on the surface. Increasing the content of organic matter

improves the available water capacity. Irrigation improves productivity. The droughty

soils and many other soils in the county are suited to irrigation if they are properly

managed.

Soil tilth is an important factor affecting the germination of seeds and the infiltration

of water into the soil. Some of the soils used for crops have a coarse textured surface

layer. Generally, the structure of such soils is weak. Regular additions of crop residue,

manure, and other organic materials can improve tilth. Maintaining good tilth is difficult

in the coarse soils, such as Gay, Skanee, Assinins, and Munising soils, because these

soils stay wet or have a perched water table until late spring. If the soils are plowed

when wet, they can become compacted. As a result, preparing a good seedbed is

difficult. Cover crops, green manure crops, proper management of crop residue,

conservation tillage, and applications of livestock manure help to maintain or improve

tilth and the content of organic matter. Fall plowing and chisel plowing while the soils

are at the proper moisture content can help to prevent deterioration of tilth in areas of

nearly level, poorly drained or somewhat poorly drained soils. These practices also

allow the soils to be tilled earlier the following spring. Fall plowing is not suitable,
128 Soil Survey of

however, on sloping soils or on soils that are subject to soil blowing. Good

management is needed in intensively cropped areas and in areas that are cultivated

year after year.

Allowing grazing by livestock during periods when the soils are wet results in soil

compaction and poor tilth. The compaction caused by grazing during wet periods

retards the growth of pasture plants. Proper harvesting methods, such as those for hay

or silage, increase plant growth and help to prevent compaction.

Soil fertility is naturally medium or high in the loamy and coarse soils and low in

most of the sandy soils on uplands. Many sandy soils naturally range from strongly

acid to slightly acid. If lime has never been applied on these soils, applications of

ground limestone are needed to raise the pH level sufficiently for good growth of alfalfa

and other crops that grow well only in areas where reaction in the soils is nearly

neutral. Available phosphorus and potash levels are naturally low or medium in most of

these 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 (Michigan

State University, 1985). The commonly grown crops that are suited to the soils and

climate in Keweenaw County include rye, barley, and oats. Alfalfa, alone or in mixtures

of clover and grasses, is the most common hay crop.

Land Capability Classification

Land capability classification shows, in a general way, the suitability of soils for most

kinds of field crops. Crops that require special management are excluded. The soils

are grouped according to their limitations for field crops, the risk of damage if they are

used for crops, and the way they respond to management (USDA, 1961). The criteria

used in grouping the soils do not include major and generally expensive landforming

that would change slope, depth, or other characteristics of the soils, nor do they

include possible but unlikely major reclamation projects. Capability classification is not

a substitute for interpretations designed to show suitability and limitations of groups of

soils for forestland or for engineering purposes.

In the capability system, soils are generally grouped at three levels—capability

class, subclass, and unit.

Capability classes, the broadest groups, are designated by the numbers 1 through

8. The numbers indicate progressively greater limitations and narrower choices for

practical use. The classes are defined as follows:

Class 1 soils have slight limitations that restrict their use.

Class 2 soils have moderate limitations that restrict the choice of plants or that

require moderate conservation practices.

Class 3 soils have severe limitations that restrict the choice of plants or that require

special conservation practices, or both.

Class 4 soils have very severe limitations that restrict the choice of plants or that

require very careful management, or both.

Class 5 soils are subject to little or no erosion but have other limitations, impractical

to remove, that restrict their use mainly to pasture, rangeland, forestland, or wildlife

habitat.

Class 6 soils have severe limitations that make them generally unsuitable for

cultivation and that restrict their use mainly to pasture, rangeland, forestland, or wildlife

habitat.

Class 7 soils have very severe limitations that make them unsuitable for cultivation

and that restrict their use mainly to grazing, forestland, or wildlife habitat.

Class 8 soils and miscellaneous areas have limitations that preclude commercial

plant production and that restrict their use to recreational purposes, wildlife habitat,

watershed, or esthetic purposes.
Keweenaw County Area, Michigan 129

Capability subclasses are soil groups within one class. They are designated by

adding a small letter, e, w, s, or c, to the class numeral, for example, 2e. The letter e

shows that the main hazard is the risk of erosion unless close-growing plant cover is

maintained; w shows that water in or on the soil interferes with plant growth or

cultivation (in some soils the wetness can be partly corrected by artificial drainage); s

shows that the soil is limited mainly because it is shallow, droughty, or stony; and c,

used in only some parts of the United States, shows that the chief limitation is climate

that is very cold or very dry.

In class 1 there are no subclasses because the soils of this class have few

limitations. Class 5 contains only the subclasses indicated by w, s, or c because the

soils in class 5 are subject to little or no erosion. They have other limitations that

restrict their use to pasture, rangeland, forestland, wildlife habitat, or recreation.

Capability units are soil groups within a subclass. The soils in a capability unit are

enough alike to be suited to the same crops and pasture plants, to require similar

management, and to have similar productivity. Capability units are generally

designated by adding an Arabic numeral to the subclass symbol, for example, 2e-4

and 3e-6. These units are not given in all soil surveys.

The capability classification of map units in this survey area is given in the section

“Detailed Soil Map Units” and under the heading “Interpretive Groups.”

Also under the heading “Interpretive Groups” and in each map unit description, the

Michigan soil management group is listed. The soils in each map unit are assigned to

a group according to the dominant texture, the drainage class, and the major

management concerns (Mokma, 1982). More detailed information about these groups

is available from the local office of the Michigan State University Cooperative

Extension Service.

Prime Farmland

Prime farmland is one of several kinds of important farmland defined by the U.S.

Department of Agriculture. It is of major importance in meeting the Nation’s short- and

long-range needs for food and fiber. Because the supply of high-quality farmland is

limited, the U.S. Department of Agriculture recognizes that responsible levels of

government, as well as individuals, should encourage and facilitate the wise use of our

Nation’s prime farmland.

Prime farmland, as defined by the U.S. Department of Agriculture, is land that has

the best combination of physical and chemical characteristics for producing food, feed,

forage, fiber, and oilseed crops and is available for these uses. It could be cultivated

land, pastureland, forestland, or other land, but it is not urban or built-up land or water

areas. The soil qualities, growing season, and moisture supply are those needed for

the soil to economically produce sustained high yields of crops when proper

management, including water management, and acceptable farming methods are

applied. In general, prime farmland has an adequate and dependable supply of

moisture from precipitation or irrigation, a favorable temperature and growing season,

acceptable acidity or alkalinity, an acceptable salt and sodium content, and few or no

rocks. It is permeable to water and air. It is not excessively erodible or saturated with

water for long periods, and it either is not frequently flooded during the growing season

or is protected from flooding. Slope ranges mainly from 0 to 6 percent. More detailed

information about the criteria for prime farmland is available at the local office of the

Natural Resources Conservation Service.

A recent trend in land use in some parts of the country has been the loss of some

prime farmland to industrial and urban uses. The loss of prime farmland to other uses

puts pressure on marginal lands, which generally are more erodible, droughty, and

less productive and cannot be easily cultivated.

None of the soils in Keweenaw County have been designated as prime farmland.
130 Soil Survey of

Hydric Soils

In this section, hydric soils are defined and described and the hydric soils in the

survey area are listed.

The three essential characteristics of wetlands are hydrophytic vegetation (fig. 15),

hydric soils, and wetland hydrology (Cowardin and others, 1979; U.S. Army Corps of

Engineers, 1987; National Research Council, 1995; Tiner, 1985). Criteria for all of the

characteristics must be met for areas to be identified as wetlands. Undrained hydric

soils that have natural vegetation should support a dominant population of ecological

wetland plant species. Hydric soils that have been converted to other uses should be

capable of being restored to wetlands.

Hydric soils are defined by the National Technical Committee for Hydric Soils

(NTCHS) as soils that formed under conditions of saturation, flooding, or ponding long

enough during the growing season to develop anaerobic conditions in the upper part

(Federal Register, 1994). These soils, under natural conditions, are either saturated or

inundated long enough during the growing season to support the growth and

reproduction of hydrophytic vegetation.

The NTCHS definition identifies general soil properties that are associated with

wetness. In order to determine whether a specific soil is a hydric soil or nonhydric soil,

however, more specific information, such as information about the depth and duration

of the water table, is needed. Thus, criteria that identify those estimated soil properties

unique to hydric soils have been established (Federal Register, 2002). These criteria

are used to identify map unit components that normally are associated with wetlands.

The criteria used are selected estimated soil properties that are described in “Soil

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

2003) and in the “Soil Survey Manual” (Soil Survey Division Staff, 1993).

If soils are wet enough for a long enough period of time to be considered hydric,

they should exhibit certain properties that can be easily observed in the field. These

visible properties are indicators of hydric soils. The indicators used to make onsite

determinations of hydric soils are specified in “Field Indicators of Hydric Soils in the

United States” (Hurt and others, 2002).

Hydric soils are identified by examining and describing the soil to a depth of about

20 inches. This depth may be greater if determination of an appropriate indicator so

requires. It is always recommended that soils be excavated and described to the depth

necessary for an understanding of the redoximorphic processes. Then, using the

completed soil descriptions, soil scientists can compare the soil features required by

each indicator and specify which indicators have been matched with the conditions

observed in the soil. The soil can be identified as a hydric soil if at least one of the

approved indicators is present.

Map units that are dominantly made up of hydric soils may have small areas, or

inclusions, of nonhydric soils in the higher positions on the landform, and map units

dominantly made up of nonhydric soils may have inclusions of hydric soils in the lower

positions on the landform.

The following map units meet the definition of hydric soils and, in addition, have at

least one of the hydric soil indicators. This list can help in planning land uses; however,

onsite investigation is recommended to determine the hydric soils on a specific site

(National Research Council, 1995; Hurt and others, 2002).

2—Lupton and Tawas soils, 0 to 1 percent slopes

3—Dawson and Loxley soils, 0 to 1 percent slopes

6—Skandia-Burt complex, 0 to 2 percent slopes

10—Cathro-Sabattis complex, 0 to 2 percent slopes, stony

13—Tawas-Deford complex, 0 to 4 percent slopes

302—Histosols and Aquents, ponded

303—Aquents and Dumps, stamp sand
Keweenaw County Area, Michigan 131

Map units that are made up of hydric soils may have small areas, or inclusions, of

nonhydric soils in the higher positions on the landform, and map units made up of

nonhydric soils may have inclusions of hydric soils in the lower positions on the

landform.

The following map units, in general, do not meet the definition of hydric soils

because they do not have one of the hydric soil indicators. A portion of these map

units, however, may include hydric soils. Onsite investigation is recommended to

determine whether hydric soils occur and the location of the included hydric soils.

Figure 15.—Marsh vegetation in a typical area of Cathro-Sabattis complex, 0 to

2 percent slopes, stony.
132 Soil Survey of

15B—Dawson-Croswell complex, 0 to 8 percent slopes

125A—Croswell-Au Gres complex, 0 to 3 percent slopes

126B—Au Gres-Deford-Croswell complex, 0 to 6 percent slopes

127A—Au Gres-Kinross complex, 0 to 3 percent slopes

136B—Borgstrom-Ingalls complex, 0 to 6 percent slopes

166B—Gratiot-Sabattis complex, 0 to 4 percent slopes, rocky, very bouldery

173C—Montreal-Paavola-Dishno complex, dissected, 1 to 12 percent slopes,

very rocky, very bouldery

173E—Montreal-Paavola-Dishno complex, dissected, 8 to 35 percent slopes,

very rocky, very bouldery

174B—Montreal-Dishno-Gratiot complex, 0 to 8 percent slopes, rocky, very

bouldery

177A—Assinins sand, 0 to 4 percent slopes

185B—Munising-Skanee complex, dissected, 1 to 8 percent slopes

185C—Munising-Skanee complex, dissected, 4 to 18 percent slopes

187A—Skanee-Gay complex, 0 to 3 percent slopes

195B—Copper Harbor-Bete Gris complex, 0 to 4 percent slopes, stony

196B—Bete Grise-Tawas complex, 0 to 4 percent slopes, stony

Woodland Productivity and Management

The tables described in this section can help forest owners or managers plan the

use of soils for wood crops. They show the potential productivity of the soils for wood

crops and rate the soils according to the limitations that affect various aspects of forest

management. Questions relating to forestland management practices and solutions to

the soil concerns affecting forestland should be referred to the local Soil Conservation

District or private consulting forestry professionals.

In table 5, 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 managers generally

favor in intermediate or improvement cuttings. They are selected on the basis of

growth rate, quality, value, and marketability. More detailed information regarding site

index is available in the “National Forestry Manual,” which is available in local offices of

the Natural Resources Conservation Service or on the Internet.

The volume of wood fiber, a number, is the yield likely to be produced by the most

important tree species. This number, expressed as cubic feet per acre per year and

calculated at the age of culmination of the mean annual increment (CMAI), indicates

the amount of fiber produced in a fully stocked, even-aged, unmanaged stand.

Suggested trees to plant are those that are preferred for planting, seeding, or

natural regeneration and those that remain in the stand after thinning or partial

harvest.

The paragraphs that follow indicate the soil properties considered in rating the soils

for forest management practices in table 5. More detailed information about the criteria

used in the ratings is available in the “National Forestry Manual,” which is available in

local offices of the Natural Resources Conservation Service or on the Internet.

Ratings in the column erosion hazard are based on the soil erosion factor K, slope,

and content of rock fragments. The ratings apply to unsurfaced roads and trails. The

hazard is described as slight, moderate, or severe. A rating of slight indicates that little

or no erosion is likely; moderate indicates that some erosion is likely, that the roads or

trails may require occasional maintenance, and that simple erosion-control measures

are needed; and severe indicates that significant erosion is expected, that the roads or
Keweenaw County Area, Michigan 133

trails require frequent maintenance, and that costly erosion-control measures are

needed.

Ratings in the column suitability for site preparation are based on slope, depth to a

restrictive layer, plasticity index, rock fragments on or below the surface, depth to a

water table, and ponding. The soils are described as well suited, poorly suited, or

unsuited to this management activity. Well suited indicates that the soil has features

that are favorable for the specified practice and has no limitations. Good performance

can be expected, and little or no maintenance is needed. Poorly suited indicates that

the soil has one or more properties that are unfavorable for the specified practice.

Overcoming the unfavorable properties requires special design, extra maintenance,

and costly alteration. Unsuited indicates that the expected performance of the soil is

unacceptable for the specified practice or that extreme measures are needed to

overcome the undesirable soil properties.The part of the soil from the surface to a

depth of about 1 foot is considered in the ratings.

The column windthrow hazard rates the likelihood that trees will be uprooted by

wind because the soil is not deep enough for adequate root anchorage. The main

restrictions that affect rooting are a seasonal high water table and the depth to

bedrock, a fragipan, or other limiting layers. A rating of slight indicates that under

normal conditions no trees are blown down by the wind. Strong winds may damage

trees, but they do not uproot them. A rating of moderate indicates that some trees can

be blown down during periods when the soil is wet and winds are moderate or strong.

A rating of severe indicates that many trees can be blown down during these periods.

Ratings in the column potential for seedling mortality are based on flooding,

ponding, depth to a water table, content of lime, reaction, salinity, available water

capacity, soil moisture regime, soil temperature regime, aspect, and slope. The soils

are described as having a low, moderate, or high potential for seedling mortality.

Table 6 provides expanded information concerning the operability of harvesting

equipment. The table gives information about operating harvesting or thinning

equipment in logging areas and on skid roads, log landings, and haul roads.

Limitations are given for the most limiting season and for the preferred operating

season. The most limiting season in this survey area generally is spring or late fall. In

some areas, however, it is during dry periods in summer, when loose sand can limit

trafficability on deep, excessively drained, sandy soils.

The preferred operating season is the period when harvesting or thinning causes

the least amount of soil damage. This period generally is when the soil is not too wet

or when the ground is frozen or partly frozen or has an adequate snow cover.

For limitations affecting construction of haul roads, the ratings are based on slope,

flooding, plasticity index, the hazard of soil slippage, content of sand, the Unified

classification, rock fragments on or below the surface, depth to a restrictive layer that

is indurated, depth to a water table, and ponding. The soils are described as well

suited, moderately suited, and poorly suited. A rating of well suited indicates that no

significant limitations affect construction activities, moderately suited indicates that one

or more limitations can cause some difficulty in construction, and poorly suited

indicates that one or more limitations can make construction very difficult or very

costly.

The ratings of suitability for log landings are based on slope, rock fragments on the

surface, plasticity index, content of sand, the Unified classification, depth to a water

table, ponding, flooding, and the hazard of soil slippage. The soils are described as

well suited, moderately suited, or poorly suited to use as log landings.

Ratings in the column logging areas and skid trails are based on slope, rock

fragments on the surface, plasticity index, content of sand, the Unified classification,

depth to a water table, and ponding. The soils are described as well suited, moderately

suited, or poorly suited to this use.
134 Soil Survey of

Forest Habitat Types

The information in this section is derived from a field guide developed for the Upper

Peninsula of Michigan and for northeastern Wisconsin (Coffman and others, 1983).

The system of habitat classification used in the guide is based on the concept that

plants occur in predictable patterns or communities and that these communities reflect

differences in site characteristics.

Besides identifying the various habitat types by means of vegetative keys, the guide

also provides information about the different possible successional stages for most of

the habitat types. The successional stages depend largely on how the forest has been

disturbed. They include the succession after logging in the original climax stands, the

succession after logging in second-growth stands, and the succession in stands that

have been both logged and burned.

The guide gives the suggested forest management for each of the successional

stages. This management includes methods of thinning and harvest, site preparation,

and measures that improve regeneration of the stands. The potential productivity, in

terms of a site index and the mean annual volume in cubic feet per acre per year, is

given for most of the habitat types. The development of the descriptive or interpretive

information for some of the habitat types, however, is based on limited data and thus

should be used with caution.

Habitat types have been determined for each map unit in the survey area. The

primary habitat type is the one that is most common for the map unit. The secondary

habitat type is less common. Habitat types are given at the end of the descriptions in

the section “Detailed Soil Map Units.” They also are listed in the section “Interpretive

Groups,” which follows the tables at the back of this survey.

The following paragraphs describe the habitat types in the survey area. They

provide information about the potential climax species, some of the common

understory species, and, if known, the potential productivity of the habitat type.

AQVac—Acer-Quercus-Vaccinium habitat type. This habitat type has a potential

climax overstory dominated by red maple and red oak. Other species include eastern

hemlock, white pine, balsam fir, and white spruce. The dominant ground flora includes

lowbush blueberry, Canada blueberry, brackenfern, wintergreen, bigleaf aster, and

hazelnut. The potential productivity is moderately low for northern hardwoods,

moderate for aspen, and moderately high for red pine and jack pine.

ATD—Acer-Tsuga-Dryopteris habitat type. This habitat type has a potential

climax overstory dominated by sugar maple. Other species include eastern hemlock

and American basswood. Yellow birch, red maple, and American elm are in some

areas. The dominant ground flora includes spinulose woodfern, twistedstalk, hairy

Solomon’s seal, scarlet alder, and Canada mayflower. The potential productivity is

moderately high for northern hardwoods and high for aspen. The potential productivity

for red pine plantations is high if plant competition is controlled.

ATD-CI—Acer-Tsuga-Dryopteris habitat type, Circaea-Impatiens phase. This

habitat type has a potential climax overstory dominated by sugar maple. Other species

include eastern hemlock and American basswood. Yellow birch, red maple, and

American elm are in some areas. The dominant ground flora includes spinulose

woodfern, rosy twistedstalk, Solomon’s seal, scarlet alder, Canada mayflower,

jewelweed, and alpine circaea. The potential productivity is moderately high for

northern hardwoods and high for aspen. The potential productivity for red pine

plantations is high if plant competition is controlled.

ATD-D—Acer-Tsuga-Dryopteris habitat type, Dryopteris phase. This habitat

type has a potential climax overstory dominated by sugar maple. Other species

include eastern hemlock and American basswood. Yellow birch, red maple, and

American elm are in some areas. The dominant ground flora includes spinulose

woodfern, rosy twistedstalk, Solomon’s seal, scarlet alder, and Canada mayflower. The
Keweenaw County Area, Michigan 135

potential productivity is moderately high for northern hardwoods and high for aspen.

The potential productivity for red pine plantations is high if plant competition is

controlled.

AVO—Acer-Viola-Osmorhiza habitat type. This habitat type has a potential climax

overstory dominated by sugar maple. Other species include eastern hemlock,

American basswood, white ash, yellow birch, eastern hophornbeam, eastern hemlock,

and American elm. The dominant ground flora includes Canada white violet, sweet

cicely, spinulose woodfern, common ladyfern, hairy Solomon’s seal, and rosy

twistedstalk. The potential productivity is high for northern hardwoods and aspen. It

also is high for red pine plantations if plant competition is controlled.

AVO-CI—Acer-Viola-Osmorhiza habitat type, Circaea-Impatiens phase. This

habitat type has a potential climax overstory dominated by sugar maple. Other species

include American basswood, white ash, yellow birch, eastern hophornbeam, eastern

hemlock, and American elm. The dominant ground flora includes Canada white violet,

sweet cicely, spinulose woodfern, ladyfern, Solomon’s seal, rosy twistedstalk,

jewelweed, and alpine circaea. The potential productivity is high for northern

hardwoods and aspen. It is high for red pine plantations if plant competition is

controlled.

FI—Fraxinus-Impatiens habitat type. This habitat type has a potential climax

overstory dominated by white ash and red maple. Other species include sugar maple,

black ash, and balsam fir. The dominant ground flora consists of spotted touchmenot,

sedge, alpine circaea, spinulose woodfern, common ladyfern, scarlet alder, and field

mint. The potential productivity for northern hardwoods is moderate.

FMC—Fraxinus-Mentha-Carex habitat type. This habitat type has a potential

climax overstory dominated by black ash and American elm. Other species include red

maple and balsam fir. The dominant ground flora consists of sedge, field mint,

speckled alder, and spotted touchmenot.

PCS—Picea-Chamadaphne-Sphagnum habitat type. This habitat type has a

potential climax overstory dominated by black spruce. Other species include tamarack

and northern whitecedar. The dominant ground flora consists of leatherleaf, bog

rosemary, pale laurel, sphagnum, Labrador tea, sedge, and Canada blueberry.

PVC—Pinus-Vaccinium-Carex habitat type. This habitat type has a potential

climax overstory dominated by jack pine. Other species include red pine, black spruce,

and white pine. The dominant ground flora consists of sedge, low sweet blueberry,

sweet fern, juneberry, Canada mayflower, and spinulose woodfern.

QAE—Quercus-Acer-Epigea habitat type. This habitat type has a potential climax

overstory dominated by red oak and red maple. Other species include white spruce

and white pine. The dominant ground flora consists of brackenfern, trailing arbutus,

wintergreen, lowbush blueberry, mosses, and Canada blueberry. The potential

productivity is moderately low for aspen and moderate for red pine and jack pine.

TM—Tsuga-Maianthemum habitat type. This habitat type has a potential climax

overstory dominated by eastern hemlock, sugar maple, and red maple. Other species

include yellow birch, white spruce, balsam fir, white pine, red oak, northern whitecedar,

and American basswood. The dominant ground flora includes Canada mayflower,

brackenfern, sedge, American starflower, and wild sarsaparilla. The potential

productivity is moderate for northern hardwoods, moderately high for aspen, and high

for red pine and jack pine.

TMC—Tsuga-Maianthemum-Coptis habitat type. This habitat type has a

potential climax overstory dominated by eastern hemlock and red maple. Sugar maple

and yellow birch are common. Balsam fir, white spruce, and northern whitecedar are in

some stands. The dominant ground flora consists of Canada mayflower, goldthread,

yellow beadlily, bunchberry dogwood, American starflower, and spinulose woodfern.

The potential productivity for northern hardwoods is moderate.
136 Soil Survey of

TMC-D—Tsuga-Maianthemum-Coptis habitat type, Dryopteris phase. This

habitat type has a potential climax overstory dominated by eastern hemlock and red

maple. Sugar maple and yellow birch are common. Other species include balsam fir,

white spruce, and northern whitecedar. The dominant ground flora consists of long

beechfern, oakfern, and Solomon’s seal. The potential productivity is moderate for

northern hardwoods and aspen.

TMC-Vac—Tsuga-Maianthemum-Coptis habitat type, Vaccinium phase. This

habitat type has a potential climax overstory dominated by eastern hemlock and red

maple. Sugar maple and yellow birch are common. Other species include balsam fir,

white spruce, and northern whitecedar. The dominant ground flora consists of Canada

mayflower, goldthread, yellow beadlily, bunchberry dogwood, American starflower,

Canada blueberry, lowbush blueberry, and spinulose woodfern. The potential

productivity is moderate for northern hardwoods and aspen.

TMV—Tsuga-Maianthemum-Vaccinium habitat type. This habitat type has a

potential climax overstory dominated by eastern hemlock and red maple. Other

species include sugar maple, white pine, balsam fir, and white spruce. Red oak is in

some stands. The dominant ground flora includes Canada blueberry, wild sarsaparilla,

brackenfern, Canada mayflower, lowbush blueberry, yellow beadlily, and wood betony.

The potential productivity is moderate for northern hardwoods, moderately high for

aspen, and high for red pine and jack pine.

TTM—Tsuga-Thuja-Mitella habitat type. This habitat type has a potential climax

overstory dominated by northern whitecedar and eastern hemlock. Other species

include balsam fir and red maple. The dominant ground flora includes sphagnum,

naked miterwort, twinflower, goldthread, bunchberry dogwood, sedge, Canada

mayflower, American starflower, and fringed polygala.

TTS—Tsuga-Thuja-Sphagnum habitat type. This habitat type has a potential

climax overstory dominated by eastern hemlock and northern whitecedar. Other

species include balsam fir and black spruce. Red maple is in some stands. The

dominant ground flora includes sphagnum, goldthread, bunchberry dogwood, sedge,

Canada mayflower, American starflower, and wood sorrel.

Plant Communities on Selected Soils

Table 7 lists the common trees and characteristic vegetation typically associated

with selected soils in the survey area. The common plant names and the plant symbols

are those on a national list of plant names (USDA/NRCS, PLANTS database).

Windbreaks and Environmental Plantings

Windbreaks protect livestock, buildings, yards, fruit trees, gardens, and cropland

from wind and snow; help to keep snow on fields; and provide food and cover for

wildlife. Field windbreaks are narrow plantings made at right angles to the prevailing

wind and at specific intervals across the field. The interval depends on the erodibility of

the soil.

Environmental plantings help to beautify and screen houses and other buildings and

to abate noise. The plants, mostly evergreen shrubs and trees, are closely spaced. To

ensure plant survival, a healthy planting stock of suitable species should be planted

properly on a well prepared site and maintained in good condition.

Table 8 shows the height that locally grown trees and shrubs are expected to reach

in 20 years on soils in the survey area. The estimates in the table are based on

measurements and observation of established plantings that have been given

adequate care. They can be used as a guide in planning windbreaks and screens.

Additional information on planning windbreaks and screens and planting and caring for

trees and shrubs can be obtained from the local office of the Natural Resources
Keweenaw County Area, Michigan 137

Conservation Service or of the Cooperative Extension Service or from a commercial

nursery.

Recreation

Recreation is a major land use in Keweenaw County. Much of the land in the county

is used for nonintensive recreational purposes, such as fishing, hunting, canoeing,

camping, hiking, and sightseeing (fig. 16). Winter activities include cross-country and

downhill skiing and snowmobiling. Many areas are developed for intensive recreational

uses, such as parks, campgrounds, and picnic areas. Because of an expanding

population and increasing amounts of leisure time, more land is likely to be converted

to various types of recreational areas.

Figure 16.—The Eagle River Falls are among the many scenic areas in

Keweenaw County.
138 Soil Survey of

The soils of the survey area are rated in tables 9a and 9b 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 9a and 9b can be supplemented by other information in

this survey, for example, interpretations for building site development, construction

materials, sanitary facilities, and water management.

Camp areas require site preparation, such as shaping and leveling the tent and

parking areas, stabilizing roads and intensively used areas, and installing sanitary

facilities and utility lines. Camp areas are subject to heavy foot traffic and some

vehicular traffic. The ratings are based on the soil properties that affect the ease of

developing camp areas and the performance of the areas after development. Slope,

stoniness, and depth to bedrock or a cemented pan are the main concerns affecting

the development of camp areas. The soil properties that affect the performance of the

areas after development are those that influence trafficability and promote the growth

of vegetation, especially in heavily used areas. For good trafficability, the surface of

camp areas should absorb rainfall readily, remain firm under heavy foot traffic, and not

be dusty when dry. The soil properties that influence trafficability are texture of the

surface layer, depth to a water table, ponding, flooding, permeability, and large stones.

The soil properties that affect the growth of plants are depth to bedrock or a cemented

pan, permeability, and toxic substances in the soil.

Picnic areas are subject to heavy foot traffic. Most vehicular traffic is confined to

access roads and parking areas. The ratings are based on the soil properties that

affect the ease of developing picnic areas and that influence trafficability and the

growth of vegetation after development. Slope and stoniness are the main concerns

affecting the development of picnic areas. For good trafficability, the surface of picnic

areas should absorb rainfall readily, remain firm under heavy foot traffic, and not be

dusty when dry. The soil properties that influence trafficability are texture of the surface

layer, depth to a water table, 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.
Keweenaw County Area, Michigan 139

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 water table, 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 water

table, ponding, flooding, slope, 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 water table;

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 water table,

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

Keweenaw County has a variety of wildlife. The principal species are white-tailed

deer, black bear, moose, coyote, gray wolf, gray squirrel, fox squirrel, cottontail rabbit,

snowshoe hare, bobcat, ruffed grouse, and various other birds. Many lakes and

streams in the county provide good fishing for trout, northern pike, walleye,

smallmouth bass, and a variety of other game fish. Habitat for wildlife in the county

ranges from farmland to northern hardwood climax forests. Much of the habitat can be

improved by establishing more water areas and by increasing the extent of vegetation

that provides a variety of food and cover.

Soils affect the kind and amount of vegetation that is available to wildlife as food and

cover. They also affect the construction of water impoundments. The kind and

abundance of wildlife depend largely on the amount and distribution of food, cover, and

water. Wildlife habitat can be created or improved by planting appropriate vegetation,

by maintaining the existing plant cover, or by promoting the natural establishment of

desirable plants.

In table 10, 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
140 Soil Survey of

created, improved, or maintained in most places, but management is difficult and must

be intensive. A rating of very poor indicates that restrictions for the element or kind of

habitat are very severe and that unsatisfactory results can be expected. Creating,

improving, or maintaining habitat is impractical or impossible.

The elements of wildlife habitat are described in the following paragraphs.

Grain and seed crops are domestic grains and seed-producing herbaceous plants.

Soil properties and features that affect the growth of grain and seed crops are depth of

the root zone, texture of the surface layer, available water capacity, wetness, slope,

surface stoniness, and flooding. Soil temperature and soil moisture also are

considerations. Examples of grain and seed crops are corn, 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 fescue, orchardgrass,

bromegrass, clover, and alfalfa.

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 bluestem, goldenrod, ferns,

clubmoss, and cattails.

Hardwood trees and woody understory produce nuts or other fruit, buds, catkins,

twigs, bark, and foliage. Soil properties and features that affect the growth of hardwood

trees and shrubs are depth of the root zone, available water capacity, and wetness.

Examples of these plants are oak, poplar, cherry, apple, beech, dogwood, and

hazelnut. Examples of fruit-producing shrubs that are suitable for planting on soils

rated good are Russian-olive, blueberry, and crabapple.

Coniferous plants furnish browse and seeds. Soil properties and features that affect

the growth of coniferous trees, shrubs, and ground cover are depth of the root zone,

available water capacity, and wetness. Examples of coniferous plants are pine, spruce,

fir, and cedar.

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 smartweed, wild

millet, wild rice, rushes, sedges, and reeds.

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

marshes, waterfowl feeding areas, and 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 sandhill cranes, sharptail grouse, meadowlark, marsh hawk, 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,

squirrels, gray fox, raccoon, deer, and bear.
Keweenaw County Area, Michigan 141

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, shore

birds, muskrat, 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 water table, ponding, slope, likelihood of flooding, natural soil

structure aggregation, and soil density. Data were collected about kinds of clay

minerals, mineralogy of the sand and silt fractions, and the kinds of adsorbed cations.

Estimates were made for erodibility, permeability, corrosivity, shrink-swell potential,

available water capacity, and other behavioral characteristics affecting engineering

uses.

This information can be used to evaluate the potential of areas for residential,

commercial, industrial, and recreational uses; make preliminary estimates of

construction conditions; evaluate alternative routes for roads, streets, highways,

pipelines, and underground cables; evaluate alternative sites for sanitary landfills,

septic tank absorption fields, and sewage lagoons; plan detailed onsite investigations

of soils and geology; locate potential sources of gravel, sand, earthfill, and topsoil; plan

drainage systems, irrigation systems, ponds, terraces, and other structures for soil and

water conservation; and predict performance of proposed small structures and

pavements by comparing the performance of existing similar structures on the same or

similar soils.

The information in the tables, along with the soil maps, the soil descriptions, and

other data provided in this survey, can be used to make additional interpretations.

Some of the terms used in this soil survey have a special meaning in soil science

and are defined in the Glossary.

Building Site Development

Soil properties influence the development of building sites, including the selection of

the site, the design of the structure, construction, performance after construction, and
142 Soil Survey of

maintenance. Construction activities on building sites may be regulated by local, State,

and Federal laws. All necessary permits should be obtained before construction

begins. Questions about management practices and solutions relating to the various

soil concerns affecting building should be referred to the appropriate local permitting or

regulatory officials.

Tables 11a and 11b show the degree and kind of soil limitations that affect dwellings

with and without basements, small commercial buildings, local roads and streets, and

shallow excavations.

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 water table, 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 water table, 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 water table, 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 water table, 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
Keweenaw County Area, Michigan 143

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 water table, ponding, flooding, the amount of large stones, and slope.

The properties that affect the traffic-supporting capacity are soil strength (as inferred

from the AASHTO group index number), subsidence, linear extensibility (shrink-swell

potential), the potential for frost action, depth to a water table, 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 the seasonal high water table, flooding, and ponding may restrict

the period when excavations can be made. Slope influences the ease of using

machinery. Soil texture, depth to the water table, and linear extensibility (shrink-swell

potential) influence the resistance to sloughing.

Sanitary Facilities

The construction of sanitary facilities may be regulated by local, State, and Federal

laws. All necessary permits should be obtained before construction begins. Questions

relating to management practices and solutions applicable to the soil concerns

affecting sanitary facilities should be referred to the appropriate local permitting official,

health department, building and zoning office, or regulatory officials.

Tables 12a and 12b 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 water table, 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.
144 Soil Survey of

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 water table, ponding, depth to bedrock or a cemented pan, flooding, large stones,

and content of organic matter.

Soil permeability is a critical property affecting the suitability for sewage lagoons.

Most porous soils eventually become sealed when they are used as sites for sewage

lagoons. Until sealing occurs, however, the hazard of pollution is severe. Soils that

have a permeability rate of more than 2 inches per hour are too porous for the proper

functioning of sewage lagoons. In these soils, seepage of the effluent can result in

contamination of the ground water. Ground-water contamination is also a hazard if

fractured bedrock is within a depth of 40 inches, if the water table 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 water table, 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 water table, ponding, slope, and depth to bedrock or

a cemented pan.
Keweenaw County Area, Michigan 145

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 the water table 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

water table, 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 soil blowing.

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 the water table 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 13a and 13b give information about the soils as potential sources of

reclamation material, roadfill, topsoil, gravel, and sand. Normal compaction, minor

processing, and other standard construction practices are assumed.

In table 13a, the soils are rated good, fair, or poor as potential sources of

reclamation material, roadfill, and topsoil. The features that limit the soils as sources of

these materials are specified in the table. The numerical ratings given after the

specified features indicate the degree to which the features limit the soils as sources

of reclamation material, roadfill, or topsoil. The lower the number, the greater the

limitation.

Reclamation material is used in areas that have been drastically disturbed by

surface mining or similar activities. When these areas are reclaimed, layers of soil

material or unconsolidated geological material, or both, are replaced in a vertical

sequence. The reconstructed soil favors plant growth. The ratings in the table do not

apply to quarries and other mined areas that require an offsite source of

reconstruction material. The ratings are based on the soil properties that affect erosion

and stability of the surface and the productive potential of the reconstructed soil. These

properties include the content of sodium, salts, and calcium carbonate; reaction;

available water capacity; erodibility; texture; content of rock fragments; and content of

organic matter and other features that affect fertility.

Roadfill is soil material that is excavated in one place and used in road

embankments in another place. In this table, the soils are rated as a source of roadfill

for low embankments, generally less than 6 feet high and less exacting in design than

higher embankments.

The ratings are for the whole soil, from the surface to a depth of about 5 feet. It is

assumed that soil layers will be mixed when the soil material is excavated and spread.

The ratings are based on the amount of suitable material and on soil properties that

affect the ease of excavation and the performance of the material after it is in place.
146 Soil Survey of

The thickness of the suitable material is a major consideration. The ease of excavation

is affected by large stones, depth to a water table, 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 water table, soil texture, and thickness of suitable

material. Reclamation of the borrow area is affected by slope, depth to a water table,

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.

Gravel and sand 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 13b, only the likelihood of finding material in suitable

quantity is evaluated. The suitability of the material for specific purposes is not

evaluated, nor are factors that affect excavation of the material. The properties used to

evaluate the soil as a source of sand or gravel are gradation of grain sizes (as

indicated by the Unified classification of the soil), the thickness of suitable material,

and the content of rock fragments. If the bottom layer of the soil contains sand or

gravel, the soil is considered a likely source regardless of thickness. The assumption is

that the sand or gravel layer below the depth of observation exceeds the minimum

thickness.

The soils are rated good, fair, or poor as potential sources of sand and gravel. A

rating of good or fair means that the source material is likely to be in or below the soil.

The bottom layer and the thickest layer of the soils are assigned numerical ratings.

These ratings indicate the likelihood that the layer is a source of sand or gravel. The

number 0.00 indicates that the layer is a poor source. The number 1.00 indicates that

the layer is a good source. A number between 0.00 and 1.00 indicates the degree to

which the layer is a likely source.

Water Management

Tables 14a and 14b give information on the soil properties and site features that

affect water management. The degree and kind of soil limitations are given for grassed

waterways; drainage; 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.
Keweenaw County Area, Michigan 147

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).

Grassed waterways are natural or constructed channels, generally broad and

shallow, that conduct surface water to outlets at a nonerosive velocity. Large stones,

wetness, slope, and depth to bedrock affect the construction of grassed waterways. A

hazard of soil blowing, low available water capacity, restricted rooting depth, toxic

substances such as salts, and restricted permeability adversely affect the growth and

maintenance of the grass after construction.

Drainage is the removal of excess surface and subsurface water from the soil. How

easily and effectively the soil is drained depends on the depth to bedrock or to other

layers that affect the rate of water movement; permeability; depth to a zone in which

the soil moisture status is wet or depth of standing water if the soil is subject to

ponding; slope; susceptibility to flooding; subsidence of organic layers; and the

potential for frost action. Excavating and grading and the stability of ditchbanks are

affected by depth to bedrock, large stones, slope, and the hazard of cutbanks caving.

The productivity of the soil after drainage is adversely affected by extreme acidity or by

toxic substances in the root zone, such as salts. Availability of drainage outlets is not

considered in the ratings.

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 high water table affects the amount of usable material. It also affects

trafficability.

Aquifer-fed excavated ponds are pits or dugouts that extend to a ground-water

aquifer or to a depth below a permanent water table. Excluded are ponds that are fed

only by surface runoff and embankment ponds that impound water 3 feet or more

above the original surface. Excavated ponds are affected by depth to a permanent

water table, 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.

149

Data relating to soil properties are collected during the course of the soil survey.

Soil properties are ascertained by field examination of the soils and by laboratory

index testing of some benchmark soils. Established standard procedures are followed.

During the survey, many shallow borings are made and examined to identify and

classify the soils and to delineate them on the soil maps. Samples are taken from

some typical profiles and tested in the laboratory to determine particle-size

distribution, plasticity, and compaction characteristics.

Estimates of soil properties are based on field examinations, on laboratory tests of

samples from the survey area, and on laboratory tests of samples of similar soils in

nearby areas. Tests verify field observations, verify properties that cannot be estimated

accurately by field observation, and help to characterize key soils.

The estimates of soil properties are shown in tables. They include engineering index

properties, physical and chemical properties, and pertinent soil and water features.

Engineering Index Properties

Table 15 gives the engineering classifications and the range of engineering

properties for the layers of each soil in the survey area.

Depth to the upper and lower boundaries of each layer is indicated.

Texture is given in the standard terms used by the U.S. Department of Agriculture.

These terms are defined according to percentages of sand, silt, and clay in the fraction

of the soil that is less than 2 millimeters in diameter. “Loam,” for example, is soil that is

7 to 27 percent clay, 28 to 50 percent silt, and less than 52 percent sand. If the content

of particles coarser than sand is 15 percent or more, an appropriate modifier is added,

for example, “gravelly.” Textural terms are defined in the Glossary.

Classification of the soils is determined according to the Unified soil classification

system (ASTM, 2005) and the system adopted by the American Association of State

Highway and Transportation Officials (AASHTO, 2004).

The Unified system classifies soils according to properties that affect their use as

construction material. Soils are classified according to particle-size distribution of the

fraction less than 3 inches in diameter and according to plasticity index, liquid limit,

and organic matter content. Sandy and gravelly soils are identified as GW, GP, GM,

GC, SW, SP, SM, and SC; silty and clayey soils as ML, CL, OL, MH, CH, and OH; and

highly organic soils as PT. Soils exhibiting engineering properties of two groups can

have a dual classification, for example, CL-ML.

The AASHTO system classifies soils according to those properties that affect

roadway construction and maintenance. In this system, the fraction of a mineral soil

that is less than 3 inches in diameter is classified in one of seven groups from A-1

through A-7 on the basis of particle-size distribution, liquid limit, and plasticity index.

Soils in group A-1 are coarse grained and low in content of fines (silt and clay). At the

other extreme, soils in group A-7 are fine grained. Highly organic soils are classified in

group A-8 on the basis of visual inspection.

If laboratory data are available, the A-1, A-2, and A-7 groups are further classified

as A-1-a, A-1-b, A-2-4, A-2-5, A-2-6, A-2-7, A-7-5, or A-7-6. As an additional

refinement, the suitability of a soil as subgrade material can be indicated by a group

Soil Properties
150 Soil Survey of

index number. Group index numbers range from 0 for the best subgrade material to 20

or higher for the poorest.

Rock fragments larger than 10 inches in diameter and 3 to 10 inches in diameter

are indicated as a percentage of the total soil on a dry-weight basis. The percentages

are estimates determined mainly by converting volume percentage in the field to

weight percentage.

Percentage (of soil particles) passing designated sieves is the percentage of the

soil fraction less than 3 inches in diameter based on an ovendry weight. The sieves,

numbers 4, 10, 40, and 200 (USA Standard Series), have openings of 4.76, 2.00,

0.420, and 0.074 millimeters, respectively. Estimates are based on laboratory tests of

soils sampled in the survey area and in nearby areas and on estimates made in the

field.

Liquid limit and plasticity index (Atterberg limits) indicate the plasticity

characteristics of a soil. The estimates are based on test data from the survey area or

from nearby areas and on field examination.

Physical Properties

Table 16 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 the table, the estimated clay content of each soil layer is

given as a percentage, by weight, of the soil material that is less than 2 millimeters in

diameter.

The amount and kind of clay affect the fertility and physical condition of the soil and

the ability of the soil to adsorb cations and to retain moisture. They influence shrinkswell potential, permeability, plasticity, the ease of soil dispersion, and other soil

properties. The amount and kind of clay in a soil also affect tillage and earthmoving

operations.

Moist bulk density is the weight of soil (ovendry) per unit volume. Volume is

measured when the soil is at field moisture capacity, that is, the moisture content at

1

/3- or 1/10-bar (33kPa or 10kPa) moisture tension. Weight is determined after the soil is

dried at 105 degrees C. In the table, the estimated moist bulk density of each soil

horizon is expressed in grams per cubic centimeter of soil material that is less than 2

millimeters in diameter. Bulk density data are used to compute shrink-swell potential,

available water capacity, total pore space, and other soil properties. The moist bulk

density of a soil indicates the pore space available for water and roots. Depending on

soil texture, a bulk density of more than 1.4 can restrict water storage and root

penetration. Moist bulk density is influenced by texture, kind of clay, content of organic

matter, and soil structure.

Permeability (Ksat) 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
Keweenaw County Area, Michigan 151

important factor in the choice of plants or crops to be grown and in the design and

management of irrigation systems. Available water capacity is not an estimate of the

quantity of water actually available to plants at any given time.

Linear extensibility refers to the change in length of an unconfined clod as moisture

content is decreased from a moist to a dry state. It is an expression of the volume

change between the water content of the clod at 1/3- or 1/10-bar tension (33kPa or

10kPa tension) and oven dryness. The volume change is reported in the table as

percent change for the whole soil. Volume change is influenced by the amount and

type of clay minerals in the soil.

Linear extensibility is used to determine the shrink-swell potential of soils. The

shrink-swell potential is low if the soil has a linear extensibility of less than 3 percent;

moderate if 3 to 6 percent; high if 6 to 9 percent; and very high if more than 9 percent.

If the linear extensibility is more than 3, shrinking and swelling can cause damage to

buildings, roads, and other structures and to plant roots. Special design commonly is

needed.

Erosion factors are shown in table 16 as the K factor (K 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 Kf indicates the erodibility of the fine-earth fraction, or the material

less than 2 millimeters in size.

Erosion factor T is an estimate of the maximum average annual rate of soil erosion

by wind or water that can occur without affecting crop productivity over a sustained

period. The rate is in tons per acre per year.

Wind erodibility groups are made up of soils that have similar properties affecting

their susceptibility to wind erosion in cultivated areas. The soils assigned to group 1

are the most susceptible to wind erosion, and those assigned to group 8 are the least

susceptible. The groups are described in the “National Soil Survey Handbook”

(USDA/NRCS, National Soil Survey Handbook).

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 17 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.

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.

Organic matter is the plant and animal residue in the soil at various stages of

decomposition. In table 17, 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.
152 Soil Survey of

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.

Cation-exchange capacity is the total amount of extractable bases that can be held

by the soil, expressed in terms of milliequivalents per 100 grams of soil at neutrality

(pH 7.0) or at some other stated pH value. Soils having a low cation-exchange

capacity hold fewer cations and may require more frequent applications of fertilizer

than soils having a high cation-exchange capacity. The ability to retain cations reduces

the hazard of ground-water pollution.

Effective cation-exchange capacity refers to the sum of extractable bases plus

aluminum expressed in terms of milliequivalents per 100 grams of soil. It is determined

for soils that have pH of less than 5.5.

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 18 gives estimates of soil moisture for each component of a map unit at

various depths for every month of the year. The depths displayed are representative

values that are indicative of conditions that occur most commonly. These

representative values of dry, moist, and wet can vary greatly from month to month and

from year to year. 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.

Table 19 gives estimates of additional water features. The estimates are used in

land use planning that involves engineering considerations.

Hydrologic soil groups are based on estimates of runoff potential. Soils are

assigned to one of four groups according to the rate of water infiltration when the soils

are not protected by vegetation, are thoroughly wet, and receive precipitation from

long-duration storms (fig. 17).

The four hydrologic soil groups are:

Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly

wet. These consist mainly of 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
Keweenaw County Area, Michigan 153

soils that have moderately fine texture 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 layer that impedes the downward movement of water or soils

of moderately fine texture 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 clays that have a high shrink-swell potential,

soils that have a high water table, soils that have a claypan or clay layer 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.

The months in the table indicate the portion of the year in which the feature is most

likely to be a concern.

Water table refers to a saturated zone in the soil. Table 19 indicates, by month,

depth to the top (upper limit) and base (lower limit) of the saturated zone in most

years. Estimates of the upper and lower limits are based mainly on observations of the

water table at selected sites and on evidence of a saturated zone, namely grayish

colors or mottles (redoximorphic features) in the soil. A saturated zone that lasts for

less than a month is not considered a water table.

Figure 17.—Spring runoff in an area of Montreal-Paavola-Dishno complex, dissected, 8 to 35

percent slopes, very rocky, very bouldery.
154 Soil Survey of

The table also shows the kind of water table, that is, perched or apparent. An

apparent water table is a thick zone of free water in the soil. It is indicated by the level

at which water stands in an uncased borehole after adequate time is allowed for

adjustment in the surrounding soil. A perched water table is water standing above an

unsaturated zone. In places an upper, or perched, water table is separated from a

lower one by a dry zone.

Ponding is standing water in a closed depression. Unless a drainage system is

installed, the water is removed only by percolation, transpiration, or evaporation. Table

19 indicates surface water depth and the duration and frequency of ponding. Duration

is expressed as very brief if less than 2 days, brief if 2 to 7 days, long if 7 to 30 days,

and very long if more than 30 days. Frequency is expressed as none, rare, occasional,

and frequent. None means that ponding is not probable; rare that it is unlikely but

possible under unusual weather conditions (the chance of ponding is nearly 0 percent

to 5 percent in any year); occasional that it occurs, on the average, once or less in 2

years (the chance of ponding is 5 to 50 percent in any year); and frequent that it

occurs, on the average, more than once in 2 years (the chance of ponding is more

than 50 percent in any year).

Flooding is the temporary inundation of an area caused by overflowing streams, by

runoff from adjacent slopes, or by tides. Water standing for short periods after rainfall

or snowmelt is not considered flooding, and water standing in swamps and marshes is

considered ponding rather than flooding.

Duration and frequency are estimated. Duration is expressed as extremely brief if

0.1 hour to 4 hours, very brief if 4 hours to 2 days, brief if 2 to 7 days, long if 7 to 30

days, and very long if more than 30 days. Frequency is expressed as none, very rare,

rare, occasional, frequent, and very frequent. None means that flooding is not

probable; very rare that it is very unlikely but possible under extremely unusual

weather conditions (the chance of flooding is less than 1 percent in any year); rare that

it is unlikely but possible under unusual weather conditions (the chance of flooding is 1

to 5 percent in any year); occasional that it occurs infrequently under normal weather

conditions (the chance of flooding is 5 to 50 percent in any year); frequent that it is

likely to occur often under normal weather conditions (the chance of flooding is more

than 50 percent in any year but is less than 50 percent in all months in any year); and

very frequent that it is likely to occur very often under normal weather conditions (the

chance of flooding is more than 50 percent in all months of any year).

The information 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 levels 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 20 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.
Keweenaw County Area, Michigan 155

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 high water table in winter are the most susceptible

to frost action. Well drained, very gravelly, or very sandy soils are the least susceptible.

Frost heave and low soil strength during thawing cause damage to pavements and

other rigid structures.

Risk of corrosion pertains to potential soil-induced electrochemical or chemical

action that corrodes or weakens uncoated steel or concrete. The rate of corrosion of

uncoated steel is related to such factors as soil moisture, particle-size distribution,

acidity, and electrical conductivity of the soil. The rate of corrosion of concrete is based

mainly on the sulfate and sodium content, texture, moisture content, and acidity of the

soil. Special site examination and design may be needed if the combination of factors

results in a severe hazard of corrosion. The steel or concrete in installations that

intersect soil boundaries or soil layers is more susceptible to corrosion than the steel

or concrete in installations that are entirely within one kind of soil or within one soil

layer.

For uncoated steel, the risk of corrosion, expressed as low, moderate, or high, is

based on soil drainage class, total acidity, electrical resistivity near field capacity, and

electrical conductivity of the saturation extract.

For concrete, the risk of corrosion also is expressed as low, moderate, or high. It is

based on soil texture, acidity, and amount of sulfates in the saturation extract.

Characterization Data for Selected Soils

Some of the major soils in Keweenaw County were sampled by the Soil Survey

Laboratory at the National Soil Survey Center in Lincoln, Nebraska. The laboratory

data obtained from the soil samples included analyses of particle-size distribution,

rock fragments, bulk density, and moisture retention. Complete chemical analyses also

were performed on each sample, and spodic horizon criteria were tested on the

appropriate samples. Standard procedures of the National Cooperative Soil Survey

were used for all analyses (USDA/NRCS, 2004).

These data were used in classifying and correlating the soils and in evaluating their

behavior, especially under forestry uses. Several pedons were selected as

representative of their series, and some were sampled for their unique characteristics.

These pedons and their laboratory identification numbers are as follows: Bete Grise

(S01MI-083-002), Betsy Bay (S00MI-083-003), Copper Harbor (S01MI-083-001), Lac

La Belle (S01MI-083-001), Montreal (S00MI-083-002), and Trimountain (S00MI-083-

001).

157

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 21 shows the classification of

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

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

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

identified by a word ending in sol. An example is 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 Aquods (Aqu, meaning water, 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 Endoaquods (Endo, meaning within, plus aquod, the

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

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

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

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

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

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

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

the great group. An example is Typic Endoaquods.

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

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

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

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

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

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

terms that indicate soil properties. An example is sandy, mixed, frigid Typic

Endoaquods.

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

Classification of the Soils
158 Soil Survey of

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. More information about the soil

series in Keweenaw County, including the range of important characteristics of the

soils in the series, is available in the Official Soil Series Descriptions (OSDs) at

http://soils.usda.gov.

Abbaye Series

The Abbaye series consists of moderately deep, moderately well drained soils on

ground moraines underlain by sandstone. These soils formed in loamy till. Permeability

is moderate. Slopes range from 1 to 35 percent.

Typical pedon of Abbaye sandy loam (fig. 18), 1,200 feet south and 2,550 feet west

of the northeast corner of sec. 33, T. 52 N., R. 33 W., Baraga Township, Baraga

County, Michigan:

Oi—0 to 2 inches; recent hardwood litter.

A—2 to 4 inches; dark reddish brown (5YR 2/2) sandy loam, gray (5YR 5/1) dry; weak

fine granular structure; friable; many roots; about 5 percent pebbles; very strongly

acid; abrupt smooth boundary.

E—4 to 11 inches; brown (7.5YR 5/2) loamy sand; weak medium subangular blocky

structure; friable; many roots; about 5 percent pebbles; strongly acid; clear

irregular boundary.

Bs1—11 to 16 inches; dark reddish brown (5YR 3/4) sandy loam; moderate medium

subangular blocky structure; friable; few roots; few fragments of strongly cemented

ortstein; about 5 percent pebbles; strongly acid; clear irregular boundary.

Bs2—16 to 23 inches; reddish brown (5YR 4/4) sandy loam; moderate medium

subangular blocky structure; friable; few roots; about 5 percent pebbles;

moderately acid; clear wavy boundary.

B/E ́—23 to 30 inches; dark reddish brown (2.5YR 3/4) sandy loam (Bt) that has

reddish brown (5YR 5/3) loamy sand (E ́) coatings on peds; weak coarse

subangular blocky structure; firm; about 5 percent pebbles; moderately acid;

abrupt smooth boundary.

2R—30 inches; sandstone bedrock.

Alcona Series

The Alcona series consists of very deep, well drained soils on lake plains, till plains,

and stream terraces. These soils formed in loamy and sandy deposits. Permeability is

moderate. Slopes range from 1 to 35 percent.

Typical pedon of Alcona loamy fine sand, 2,100 feet west and 100 feet north of the

southeast corner of sec. 11, T. 48 N., R. 36 W., Duncan Township, Houghton County,

Michigan:

A—0 to 3 inches; dark reddish brown (5YR 3/2) loamy fine sand, pinkish gray (5YR

6/2) dry; moderate fine granular structure; friable; many roots; very strongly acid;

abrupt smooth boundary.

E—3 to 6 inches; pinkish gray (5YR 6/2) loamy fine sand; weak thin platy structure;

friable; common roots; strongly acid; abrupt wavy boundary.

Bhs—6 to 7 inches; dark reddish brown (5YR 3/3) loamy fine sand; weak fine

subangular blocky structure; friable; common roots; very strongly acid; clear wavy

boundary.
Keweenaw County Area, Michigan 159

Bs1—7 to 11 inches; dark reddish brown (5YR 3/4) loamy fine sand; weak fine

subangular blocky structure; friable; common roots; strongly acid; clear wavy

boundary.

Bs2—11 to 19 inches; reddish brown (5YR 4/4) loamy fine sand; weak fine subangular

blocky structure; friable; few roots; moderately acid; clear wavy boundary.

E&Bt—19 to 48 inches; reddish brown (5YR 5/4) loamy fine sand (E); weak thin platy

structure parting to weak fine subangular blocky; friable; lamellae of reddish brown

(7.5YR 4/4) fine sandy loam (Bt); weak fine subangular blocky structure; friable;

few distinct clay films on faces of peds; few roots; moderately acid; gradual wavy

boundary.

C—48 to 80 inches; stratified, reddish brown (5YR 5/3) fine sand, loamy fine sand, and

fine sandy loam; massive; very friable; neutral.

Figure 18.—Typical profile of an Abbaye soil. Bedrock is at a depth of 20

to 40 inches. Depth is marked in inches.
160 Soil Survey of

Arcadian Series

The Arcadian series consists of shallow, well drained, moderately permeable soils

on rocky knolls and ridges, on moraines, on till plains, and on postglacial lake

shorelines. These soils formed in gravelly or cobbly loamy material overlying igneous

or metamorphic bedrock. Slopes range from 0 to 90 percent.

Typical pedon of Arcadian very gravelly very fine sandy loam, 2,180 feet north and

250 feet east of the southwest corner of sec. 31, T. 59 N., R. 29 W., Eagle Harbor

Township, Keweenaw County, Michigan; USGS Delaware 7.5-minute topographic

quadrangle; lat. 47 degrees 27 minutes 58 seconds N. and long. 87 degrees 55

minutes 15 seconds W.

Oa—0 to 3 inches; black (7.5YR 2.5/1), well decomposed forest litter.

E—3 to 5 inches; dark brown (7.5YR 4/2) very gravelly very fine sandy loam, gray

(7.5YR 5/1) dry; moderate medium granular structure; friable; many fine and

medium and common coarse roots; 45 percent gravel, 5 percent cobbles, and 1

percent stones; strongly acid, abrupt wavy boundary.

Bhs—5 to 12 inches; dark reddish brown (7.5YR 3/3) very gravelly very fine sandy

loam; moderate medium subangular blocky structure; friable; many fine, common

medium, and few coarse roots; 50 percent gravel, 5 percent cobbles, and 1

percent stones; strongly acid; abrupt wavy boundary.

2R—12 inches; conglomerate bedrock.

Arnheim Series

The Arnheim series consists of deep, poorly drained, moderately permeable soils

on flood plains. These soils formed in stratified alluvium. Permeability is moderate.

Slopes are 0 to 1 percent.

Typical pedon of Arnheim mucky silt loam, 2,000 feet west and 125 feet north of the

southeast corner of sec. 2, T. 51 N., R. 34 W., Baraga Township, Baraga County,

Michigan:

A—0 to 5 inches; dark brown (7.5YR 3/2) mucky silt loam, dark grayish brown (10YR

4/2) dry; moderate medium granular structure; friable; many roots; moderately

acid; clear smooth boundary.

Cg—5 to 10 inches; dark grayish brown (10YR 4/2) silt loam; many coarse distinct

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

subangular blocky structure; friable; many roots; moderately acid; clear smooth

boundary.

C1—10 to 15 inches; reddish brown (5YR 4/3) very fine sandy loam; many coarse

distinct strong brown (7.5YR 5/6) masses of iron accumulation; massive; firm;

common roots; moderately acid; abrupt smooth boundary.

C2—15 to 24 inches; reddish brown (5YR 4/3) silt loam; common medium distinct

strong brown (7.5YR 5/6) masses of iron accumulation; massive; firm; few roots;

moderately acid; abrupt smooth boundary.

C3—24 to 60 inches; reddish brown (5YR 4/3), stratified loamy fine sand, very fine

sandy loam, and fine sandy loam; massive; friable; strongly acid.

Assinins Series

The Assinins series consists of deep, somewhat poorly drained soils on till plains

and moraines. These soils formed in sandy and loamy glacial till. Permeability is rapid

in the upper part of the profile, moderately slow or moderate in the next part, and

moderate in the lower part. Slopes range from 0 to 4 percent.
Keweenaw County Area, Michigan 161

Typical pedon of Assinins sand, 660 feet north and 50 feet east of the center of sec.

17, R. 51 N., R. 33 W., Baraga Township, Baraga County, Michigan:

Oe—0 to 2 inches; black (5YR 2/1), partially decomposed leaf litter; strong medium

granular structure; very friable; many fine and medium roots; very strongly acid;

abrupt smooth boundary.

E—2 to 8 inches; brown (7.5YR 5/2) sand; many medium faint dark grayish brown

(10YR 4/2) and light brownish gray (10YR 6/2) masses of iron accumulation; weak

fine subangular blocky structure parting to weak medium granular; very friable;

many fine and medium roots; about 5 percent pebbles; very strongly acid; abrupt

wavy boundary.

Bs1—8 to 13 inches; reddish brown (5YR 4/3) sand; weak fine subangular blocky

structure parting to weak medium granular; very friable; common fine and medium

roots; about 5 percent pebbles; strongly acid; abrupt wavy boundary.

Bs2—13 to 22 inches; brown (7.5YR 4/4) sand; common fine distinct strong brown

(7.5YR 5/6) and many medium distinct yellowish brown (10YR 5/4) masses of iron

accumulation; weak fine subangular blocky structure; very friable; common fine

roots; about 5 percent pebbles; strongly acid; abrupt wavy boundary.

2B/E—22 to 31 inches; reddish brown (2.5YR 4/4) sandy clay loam (Bt) that has

pinkish gray (5YR 6/2) loamy sand (E) on the faces of peds; many medium distinct

strong brown (7.5YR 5/6 and 5/8) masses of iron accumulation; weak medium

subangular blocky structure; firm; few fine roots; common pores; reddish brown

(5YR 5/3) clay films in pores; about 5 percent pebbles; moderately acid; clear wavy

boundary.

2C—31 to 60 inches; reddish brown (2.5YR 4/4) sandy loam; few fine distinct pinkish

gray (5YR 6/2) masses of iron accumulation; weak fine subangular blocky

structure; friable; about 5 percent pebbles; moderately acid.

Au Gres Series

The Au Gres series consists of very deep, somewhat poorly drained, rapidly

permeable soils on outwash plains, till-floored lake plains, and outwash terraces.

These soils formed in sandy glaciofluvial and glaciolacustrine deposits. Slopes range

from 0 to 6 percent.

Typical pedon of Au Gres sand, 2,550 feet north and 2,450 feet east of the

southwest corner of sec. 30, T. 45 N., R. 24 W., Forsyth Township, Marquette County,

Michigan; USGS Republic SW topographic quadrangle; lat. 46 degrees 16 minutes 51

seconds N. and long. 87 degrees 53 minutes 29 seconds W.

Oa—0 to 2 inches; black (N 2.5/0), well decomposed forest litter; moderate very fine

granular structure; very friable; many very fine to coarse roots; very strongly acid;

abrupt smooth boundary.

E—2 to 8 inches; dark reddish gray (5YR 4/2) sand, pinkish gray (5YR 6/2) dry; weak

fine subangular blocky structure; very friable; many very fine to coarse roots; about

1 percent gravel; very strongly acid; abrupt wavy boundary.

Bhs—8 to 11 inches; dark reddish brown (5YR 2.5/2) sand; strong fine subangular

blocky structure; friable; many very fine to coarse roots; vertical tongues of dark

reddish brown (5YR 3/2) and reddish brown (5YR 4/4) strongly cemented ortstein

occupy 25 percent (10 of 40 inches) of the horizon; tongues are 2 to 4 inches wide

and 5 to 16 inches apart and extend into the Bs1 horizon; common medium

distinct yellowish red (5YR 5/6) masses of iron accumulation; about 1 percent

gravel; strongly acid; clear irregular boundary.

Bs1—11 to 13 inches; dark reddish brown (5YR 3/4) sand; moderate fine subangular

blocky structure; friable; many very fine to coarse roots; vertical tongues of dark

reddish brown (5YR 3/2) and reddish brown (5YR 4/4) strongly cemented ortstein
162 Soil Survey of

extend into the horizon from the Bhs horizon and occupy 30 percent (12 of 40

inches) of the horizon; tongues are 3 to 4 inches wide and 5 to 12 inches apart

and extend into the Bs2 horizon to a depth of 24 inches; common fine distinct red

(2.5YR 4/6) masses of iron accumulation; about 1 percent gravel; strongly acid;

clear wavy boundary.

Bs2—13 to 27 inches; yellowish red (5YR 5/6) sand; weak medium subangular blocky

structure; very friable; common very fine to medium roots; vertical tongues of

reddish brown (5YR 4/4) and yellowish red (5YR 4/6) strongly cemented ortstein

extend into the horizon from the Bs1 horizon and occupy 40 percent (16 of 40

inches) of the horizon; tongues are 4 to 6 inches wide and 3 to 4 inches apart;

common medium faint yellowish red (5YR 5/8) masses of iron accumulation; about

1 percent gravel; strongly acid; gradual wavy boundary.

C—27 to 80 inches; brown (7.5YR 5/4) sand; single grain; loose; few very fine to

medium roots; common fine faint strong brown (7.5YR 5/6) masses of iron

accumulation; about 1 percent gravel; strongly acid.

Bete Grise Series

The Bete Grise series consists of very deep, somewhat poorly drained soils on

glacial lake benches, stream terraces, and outwash plains underlain by gravelly sandy

loam till. The upper part of the profile formed in cobbly, gravelly, and sandy deposits.

The substratum formed in gravelly sandy loam till. Permeability is very rapid. Slopes

range from 0 to 4 percent.

Typical pedon of Bete Grise very gravelly loamy sand, 1,196 feet west and 914 feet

south of the northeast corner of sec. 5, T. 57 N., R. 32 W., Allouez Township,

Keweenaw County, Michigan; USGS Ahmeek 7.5-minute topographic quadrangle; lat.

47 degrees 22 minutes 13.51 seconds N. and long. 88 degrees 23 minutes 18.73

seconds W.

Oa—0 to 2 inches; dark reddish brown (5YR 2.5/1), well decomposed forest litter;

abrupt smooth boundary.

E—2 to 5 inches; dark reddish gray (5YR 4/2) very gravelly loamy sand, reddish gray

(5YR 5/2) dry; moderate fine subangular blocky structure; friable; many very fine to

coarse roots; few fine prominent strong brown (7.5YR 4/6) masses of iron

accumulation; 35 percent gravel, 10 percent cobbles; moderately acid; clear wavy

boundary.

Bhs—5 to 17 inches; dark reddish brown (5YR 3/3) very gravelly loamy coarse sand;

weak fine subangular blocky structure; friable; common very fine to medium and

few coarse roots; few fine prominent yellowish red (5YR 4/6) masses of iron

accumulation; dark reddish brown (5YR 3/3) moderately cemented ortstein;

ortstein occupies 15 percent of the horizon; 30 percent gravel, 10 percent cobbles;

moderately acid; gradual irregular boundary.

Bs1—17 to 26 inches; dark reddish brown (5YR 3/4) very gravelly coarse sand; weak

medium subangular blocky structure; friable; common very fine and fine and few

medium roots; dark reddish brown (5YR 3/3) moderately cemented ortstein;

ortstein occupies 10 percent of the horizon; common fine prominent yellowish red

(7.5YR 4/6) masses of iron accumulation; 30 percent gravel, 10 percent cobbles;

moderately acid; gradual irregular boundary.

Bs2—26 to 32 inches; brown (7.5YR 4/4) extremely gravelly sand; weak medium

subangular blocky structure; very friable; few very fine and fine roots; brown

(7.5YR 4/4) ortstein occupies 5 of the horizon; common fine distinct strong brown

(7.5YR 4/6) masses of iron accumulation; 60 percent gravel, 5 percent cobbles;

moderately acid; gradual wavy boundary.
Keweenaw County Area, Michigan 163

BC—32 to 36 inches; brown (7.5YR 4/3) extremely gravelly coarse sand; weak

medium subangular blocky structure; very friable; few very fine and fine roots;

common fine prominent strong brown (7.5YR 4/6) masses of iron accumulation; 60

percent gravel, 5 percent cobbles; moderately acid; clear smooth boundary.

C1—36 to 59 inches; reddish brown (5YR 4/3) very gravelly sand; single grain; loose;

few fine prominent strong brown (7.5YR 4/6) masses of iron accumulation; 40

percent gravel, 10 percent cobbles; moderately acid; clear smooth boundary.

2C2—59 to 80 inches; reddish brown (5YR 4/3) very cobbly sand; single grain; friable;

many medium prominent strong brown (7.5YR 4/6) and few fine prominent strong

brown (7.5YR 5/8) masses of iron accumulation; 30 percent gravel, 20 percent

cobbles; slightly acid.

Betsy Bay Series

The Betsy Bay series consists of moderately deep or deep, somewhat poorly

drained soils in areas of outwash over bedrock lake benches. These soils formed in

sandy beach deposits or sandy residuum derived from the sandstone. Permeability is

rapid in the sandy material and moderately slow in the sandstone bedrock. Slopes

range from 0 to 3 percent.

Typical pedon of Betsy Bay sand, 100 feet north and 500 feet west of the southeast

corner of sec. 3, T. 57 N., R. 29 W., Grant Township, Keweenaw County, Michigan;

USGS Point Isabelle 7.5-minute topographic quadrangle; lat. 47 degrees 21 minutes

30.40 seconds N. and long. 87 degrees 57 minutes 50.59 seconds W.

Oe—0 to 1 inch; very dark brown (10YR 2/2), partially decomposed forest litter.

E1—1 to 14 inches; light brownish gray (10YR 6/2) sand, light gray (10YR 7/2) dry;

weak coarse subangular blocky structure; very friable; many very fine and fine

roots; strongly acid; gradual wavy boundary.

E2—14 to 18 inches; light brownish gray (10YR 5/3) sand, light gray (10YR 6/2) dry;

single grain; loose; few very fine roots; strongly acid; clear wavy boundary.

Bw—18 to 26 inches; dark brown (10YR 3/3) sand; single grain; loose; common

medium distinct very pale brown (10YR 7/4) iron depletions; 2 percent sandstone

flags; moderately acid; gradual wavy boundary.

Cr—26 to 43 inches; brown (10YR 4/3) flaggy sand; single grain; loose; common

medium distinct light yellowish brown (10YR 6/4) masses of iron accumulation; 20

percent sandstone flags; strongly acid; abrupt smooth boundary.

R—43 inches; yellowish brown (10YR 5/4), weathered sandstone bedrock; strongly

acid.

Borgstrom Series

The Borgstrom series consists of very deep, moderately well drained soils on

outwash plains and lake plains. These soils formed in sandy outwash deposits and the

underlying loamy lacustrine sediments. Permeability is rapid in the solum (except for

the ortstein horizon, which is moderately permeable or moderately rapidly permeable)

and moderately slow in the underlying loamy sediments. Slopes range from 0 to 6

percent.

Typical pedon of Borgstrom fine sand, 2,436 feet west and 1,015 feet north of the

southeast corner of sec. 5, T. 57 N., R. 32 W., Allouez Township, Keweenaw County,

Michigan; USGS Ahmeek 7.5-minute topographic quadrangle; lat. 47 degrees 21

minutes 38.70 seconds N. and long. 88 degrees 23 minutes 36.13 seconds W.
164 Soil Survey of

Oa—0 to 1 inch; black (7.5YR 2.5/1), well decomposed forest litter.

E—1 to 8 inches; brown (7.5YR 5/2) fine sand, pinkish gray (7.5YR 6/2) dry; weak

medium subangular blocky structure; very friable; many very fine to medium and

common coarse roots; very strongly acid; clear irregular boundary.

Bhsm—8 to 11 inches; dark brown (7.5YR 3/3) fine sand; moderate medium

subangular blocky structure parting to single grain; very friable; common very fine

to medium and few coarse roots; 90 percent dark brown (7.5YR 3/2 and 3/4)

moderately cemented ortstein; ortstein extends into the Bs horizon; strongly acid;

gradual irregular boundary.

Bsm—11 to 18 inches; dark brown (5YR 3/4) fine sand; single grain; very friable; few

very fine and fine roots; 100 percent dark brown (7.5YR 3/3) and brown (7.5YR

54/4) moderately cemented ortstein; strongly acid; gradual irregular boundary.

Bs—18 to 21 inches; brown (7.5YR 4/4) fine sand; moderate medium subangular

blocky structure; friable; few very fine and fine roots; 60 percent dark brown

(7.5YR 3/4) and brown (7.5YR 5/4) moderately cemented ortstein; ortstein

extends into the 2C1 horizon; moderately acid; gradual irregular boundary.

BC—21 to 24 inches; dark yellowish brown (10YR 4/4) fine sand; weak thin platy

structure parting to moderate medium subangular blocky; friable; few very fine

roots; 50 percent dark brown (7.5YR 3/4) and brown (7.5YR 5/4) moderately

cemented ortstein; few fine distinct strong brown (7.5YR 4/6) masses of iron

accumulation; moderately acid; gradual irregular boundary.

2C1—24 to 42 inches; reddish brown (5YR 4/4), stratified loamy fine sand, loamy very

fine sand, and fine sand; moderate thin platy structure; friable; few very fine roots;

common medium prominent brown (7.5YR 5/3) and many medium prominent

strong brown (7.5YR 4/6 and 5/8) masses of iron accumulation; moderately acid;

clear smooth boundary.

2C2—42 to 80 inches; reddish brown (5YR 4/3), stratified fine sand, loamy fine sand,

loamy very fine sand, very fine sandy loam, and silt loam; massive; friable;

common medium prominent strong brown (7.5YR 4/6) masses of iron

accumulation; moderately acid.

Burt Series

The Burt series consists of shallow, poorly drained, rapidly permeable soils on

sandstone benches. These soils formed in sandy residuum overlying sandstone

bedrock. Slopes range from 0 to 3 percent.

Typical pedon of Burt mucky sand, 700 feet south and 2,640 feet east of the

northwest corner of sec. 27, T. 52 N., R. 33 W., Baraga Township, Baraga County,

Michigan:

Oa—0 to 1 inch; black (10YR 2/1) muck; weak medium granular structure; friable;

many roots; about 5 percent pebbles; strongly acid; abrupt smooth boundary.

A—1 to 5 inches; black (10YR 2/1) mucky sand, gray (10YR 5/1) dry; weak medium

granular structure; very friable; many roots; about 5 percent pebbles; moderately

acid; abrupt smooth boundary.

Cg—5 to 13 inches; gray (5Y 5/1) sand; single grain; loose; about 5 percent pebbles;

moderately acid; clear smooth boundary.

C—13 to 19 inches; brown (10YR 5/3) sand; single grain; loose; about 5 percent

pebbles; slightly acid; abrupt smooth boundary.

2R—19 inches; sandstone bedrock.
Keweenaw County Area, Michigan 165

Cathro Series

The Cathro series consists of very deep, very poorly drained soils in depressions

and drainageways on moraines, outwash plains, lake plains, stream terraces, and

flood plains. These soils formed in organic deposits over loamy till. Permeability is

moderately slow to moderately rapid in the organic part of the profile and moderate in

the loamy part. Slopes range from 0 to 2 percent.

Typical pedon of Cathro muck, 1,270 feet south and 1,320 feet west of the northeast

corner of sec. 25, T. 42 N., R. 26 W., Wells Township, Marquette County, Michigan;

USGS Arnold topographic quadrangle; lat. 46 degrees 00 minutes 07 seconds N. and

long. 87 degrees 29 minutes 50 seconds W.

Oa1—0 to 6 inches; muck, black (N 2.5/0) broken face, black (5YR 2.5/1) rubbed;

weak thick platy structure; many very fine to medium roots; about 50 percent fiber,

15 percent rubbed; neutral; abrupt smooth boundary.

Oa2—6 to 18 inches; muck, black (10YR 2/1) broken face and black (5YR 2.5/1)

rubbed; moderate very thick platy structure; few fine roots; about 40 percent fiber,

10 percent rubbed; slightly acid; abrupt smooth boundary.

Oa3—18 to 31 inches; muck, black (5YR 2.5/1) broken face and rubbed; massive;

about 20 percent fiber, 5 percent rubbed; slightly acid; abrupt smooth boundary.

Cg—31 to 80 inches; dark grayish brown (10YR 4/2) fine sandy loam; massive; about

9 percent gravel and 5 percent cobbles; slightly effervescent; slightly alkaline.

Chocolay Series

The Chocolay series consists of moderately well drained soils on sandstone

benches. These soils are moderately deep to bedrock. They formed in loamy till

overlying sandstone. Permeability is moderate in the loamy part and moderately slow

in the sandstone. Slopes range from 1 to 8 percent.

Typical pedon of Chocolay very cobbly fine sandy loam, 100 feet south and 1,200

feet east of the northwest corner of sec. 34, T. 47 N., R. 23 W., Chocolay Township,

Marquette County, Michigan; USGS Skandia topographic quadrangle; lat. 46 degrees

25 minutes 51 seconds N. and long. 87 degrees 10 minutes 10 seconds W.

Oa—0 to 2 inches; black (N 2.5/0), well decomposed forest litter; moderate very fine

granular structure; very friable; many very fine to coarse roots; about 15 percent

stones; very strongly acid; abrupt smooth boundary.

A—2 to 3 inches; black (10YR 2/1) very cobbly fine sandy loam, gray (5YR 5/1) dry;

moderate fine granular structure; friable; many very fine to coarse roots; 18

percent gravel, 25 percent cobbles, and 15 percent stones; very strongly acid;

abrupt smooth boundary.

E—3 to 8 inches; reddish brown (5YR 4/3) very cobbly fine sandy loam, pinkish gray

(5YR 6/2) dry; moderate fine subangular blocky structure; friable; many very fine to

coarse roots; about 18 percent gravel, 25 percent cobbles, and 15 percent stones;

very strongly acid; abrupt wavy boundary.

Bhs—8 to 14 inches; dark reddish brown (5YR 3/3) very cobbly fine sandy loam; weak

fine subangular blocky structure; friable; many very fine to coarse roots; about 25

percent cobbles, 18 percent gravel, and 15 percent stones; strongly acid; clear

irregular boundary.

Bs—14 to 27 inches; reddish brown (5YR 4/4) very gravelly sandy loam; weak fine

subangular blocky structure; friable; common very fine to medium roots; few
166 Soil Survey of

medium distinct strong brown (7.5YR 4/6) masses of iron accumulation; about 30

percent gravel, 15 percent cobbles, and 10 percent stones; strongly acid; abrupt

wavy boundary.

2R—27 inches; reddish brown (2.5YR 4/3) sandstone bedrock.

Copper Harbor Series

The Copper Harbor series consists of very deep, moderately well drained soils on

glacial lake benches, stream terraces, and outwash plains. The upper part of the

profile formed in cobbly, gravelly, and sandy deposits. The substratum formed in

gravelly sandy loam till. Permeability is very rapid. Slopes range from 0 to 4 percent.

Typical pedon of Copper Harbor very gravelly loamy coarse sand, about 390 feet

west and 398 feet south of the northeast corner of sec. 5, T. 57 N., R. 32 W., Allouez

Township, Keweenaw County, Michigan; USGS Ahmeek 7.5-minute topographic

quadrangle; lat. 47 degrees 22 minutes 17.60 seconds N. and long. 88 degrees 23

minutes 05.88 seconds W.

Oa—0 to 1 inch; black (5YR 2.5/1), well decomposed forest litter; abrupt smooth

boundary.

E—1 to 5 inches; dark reddish brown (5YR 4/2) very gravelly loamy coarse sand, dark

reddish gray (5YR 4/2) dry; moderate fine subangular blocky structure; friable;

many very fine to medium and common coarse roots; 40 percent gravel, 10

percent cobbles; strongly acid; clear wavy boundary.

Bhs—5 to 14 inches; dark reddish brown (5YR 3/3) extremely gravelly loamy coarse

sand; weak fine subangular blocky structure; friable; many very fine to medium

and common coarse roots; dark reddish brown (5YR 3/3) weakly cemented

ortstein; ortstein occupies 30 percent of the horizon; 60 percent gravel, 10 percent

cobbles; moderately acid; gradual irregular boundary.

Bs1—14 to 20 inches; dark reddish brown (5YR 3/4) extremely gravelly coarse sand;

weak fine subangular blocky structure; friable; common very fine to medium roots;

dark reddish brown (5YR 4/4) weakly cemented ortstein; ortstein occupies 25

percent of the horizon; 60 percent gravel, 10 percent cobbles; moderately acid;

gradual wavy boundary.

Bs2—20 to 30 inches; brown (7.5YR 4/4) extremely gravelly coarse sand; weak

medium subangular blocky structure; friable; common very fine and fine and few

medium roots; dark reddish brown (5YR 4/4) weakly cemented ortstein; ortstein

occupies 10 percent of the horizon; 55 percent gravel, 10 percent cobbles;

moderately acid; clear wavy boundary.

BC—30 to 40 inches; brown (7.5YR 4/3), stratified very gravelly coarse sand and very

gravelly loamy coarse sand; weak medium subangular blocky structure; very

friable; common fine distinct strong brown (7.5YR 4/6) masses of iron

accumulation; common fine dark reddish brown (5YR 3/2) bands of fine sand and

loamy fine sand 1

/16 to 1/8 inch thick; 40 percent gravel, 10 percent cobbles;

moderately acid; clear smooth boundary.

C1—40 to 60 inches; reddish brown (5YR 4/3) very gravelly sand; single grain; loose;

common fine prominent strong brown (7.5YR 4/6) masses of iron accumulation; 35

percent gravel; 10 percent cobbles; slightly acid; clear smooth boundary.

2C2—60 to 80 inches; reddish brown (5YR 4/3) very cobbly loamy coarse sand;

massive; friable; 30 percent gravel, 20 percent cobbles; neutral.

Croswell Series

The Croswell series consists of very deep, moderately well drained, rapidly

permeable soils on beach ridges, outwash plains, and outwash terraces. These soils
Keweenaw County Area, Michigan 167

formed in sandy glaciolacustrine deposits and outwash. Slopes range from 0 to 12

percent.

Typical pedon of Croswell sand, 600 feet north and 1,650 feet west of the southeast

corner of sec. 23, T. 45 N., R. 29 W., Humbolt Township, Marquette County, Michigan;

USGS Republic SW topographic quadrangle; lat. 46 degrees 17 minutes 09 seconds

N. and long. 87 degrees 53 minutes 37 seconds W.

A—0 to 3 inches; very dark brown (10YR 2/2) sand, dark grayish brown (10YR 4/2)

dry; weak very fine granular structure; very friable; many very fine to coarse roots;

about 2 percent gravel; strongly acid; abrupt smooth boundary.

E—3 to 7 inches; pinkish gray (5YR 6/2) sand, pinkish gray (7.5YR 6/2) dry; weak fine

granular structure; very friable; many very fine to coarse roots; about 2 percent

gravel; strongly acid; abrupt smooth boundary.

Bs1—7 to 14 inches; reddish brown (5YR 4/4) sand; weak fine subangular blocky

structure; very friable; many very fine to coarse roots; about 2 percent gravel;

strongly acid; clear wavy boundary.

Bs2—14 to 22 inches; yellowish red (5YR 4/6) sand; weak fine subangular blocky

structure; very friable; few very fine to medium roots; tongues of dark reddish

brown (5YR 3/4) moderately cemented ortstein occupy 13 percent (5 or 40 inches)

of the horizon; tongues are 2 to 3 inches wide and 8 to 29 inches apart and extend

into the Bs3 horizon; about 2 percent gravel; moderately acid; gradual wavy

boundary.

Bs3—22 to 34 inches; strong brown (7.5YR 5/6) sand; single grain; loose; few very fine

to medium roots; tongues of reddish brown (5YR 4/4) moderately cemented

ortstein extend into the horizon from the Bs2 horizon and occupy 15 percent (6 of

40 inches) of the horizon; tongues are 2 to 3 inches wide and 8 to 29 inches apart

and extend into the C horizon to a depth of 38 inches; common fine distinct strong

brown (7.5YR 5/8) masses of iron accumulation beginning at a depth of about 26

inches; about 2 percent gravel; moderately acid; gradual wavy boundary.

C—34 to 80 inches; light brown (7.5YR 6/4) sand; single grain; loose; few very fine and

fine roots; common fine distinct strong brown (7.5YR 5/8) masses of iron

accumulation; about 2 percent gravel; moderately acid.

Dawson Series

The Dawson series consists of very deep, very poorly drained soils in depressions

on outwash plains, till-floored lake plains, and moraines. These soils formed in organic

deposits overlying sandy outwash. Permeability is moderately rapid to moderately slow

in the organic part of the profile and rapid in the sandy part. Slopes are 0 to 1 percent.

Typical pedon of Dawson peat, 1,100 feet south and 100 feet west of the northeast

corner of sec. 20, T. 55 N., R. 31 W., Franklin Township, Houghton County, Michigan:

Oi—0 to 6 inches; peat, dark brown (10YR 3/3) broken face, dark brown (10YR 4/3)

rubbed; about 90 percent fiber, 80 percent rubbed; massive; nonsticky; primarily

sphagnum moss fibers; extremely acid; abrupt smooth boundary.

Oe—6 to 10 inches; mucky peat, black (10YR 2/1) broken face and rubbed; about 80

percent fiber, 30 percent rubbed; massive; nonsticky; primarily herbaceous fibers;

extremely acid; abrupt smooth boundary.

Oa1—10 to 18 inches; muck, very dark brown (10YR 2/2) broken face and rubbed;

about 15 percent fibers, 5 percent rubbed; massive; nonsticky; primarily

herbaceous fibers; extremely acid; clear wavy boundary.

Oa2—18 to 30 inches; muck, black (10YR 2/1) broken face and rubbed; about 15

percent fibers, 5 percent rubbed; massive; nonsticky; primarily herbaceous fibers;

extremely acid; abrupt smooth boundary.
168 Soil Survey of

A—30 to 34 inches; very dark grayish brown (10YR 3/2) sand; massive; nonsticky;

very strongly acid; clear wavy boundary.

C—34 to 60 inches; brown (10YR 4/3) sand; single grain; nonsticky; very strongly acid.

Deer Park Series

The Deer Park series consists of very deep, excessively drained, rapidly permeable

soils on beach ridges and dunes. These soils formed in sandy beach deposits. Slopes

range from 0 to 70 percent.

Typical pedon of Deer Park sand; about 6 miles north of the city of Hancock; 660

feet north and 245 feet west of the southeast corner of sec. 21, T. 56 N., R. 34 W.,

Houghton County, Michigan:

Oe—0 to 2 inches; black (10YR 2/1), partially decomposed leaf litter.

A—2 to 6 inches; black (10YR 2/1) sand, dark gray (10YR 4/1) dry; weak medium

granular structure; very friable; common roots; very strongly acid; abrupt smooth

boundary.

E—6 to 26 inches; pale brown (10YR 6/3) sand; single grain; loose; common roots;

moderately acid; clear smooth boundary.

Bs1—26 to 29 inches; yellowish brown (10YR 5/4) sand; single grain; loose; few roots;

moderately acid; gradual wavy boundary.

Bs2—29 to 38 inches; brown (10YR 5/3) fine sand; single grain; loose; moderately

acid; gradual wavy boundary.

C—38 to 62 inches; pale brown (10YR 6/3) sand; single grain; loose; slightly acid.

Deford Series

The Deford series consists of very deep, poorly drained, rapidly permeable soils in

depressions and drainageways on outwash plains, lake plains, and moraines. These

soils formed in sandy outwash. Slopes range from 0 to 2 percent.

Typical pedon of Deford muck, 1,300 feet north and 1,150 feet west of the southeast

corner of sec. 20, T. 44 N., R. 26 W., Forsyth Township, Marquette County, Michigan;

USGS Northland NE topographic quadrangle; lat. 46 degrees 12 minutes 38 seconds

N. and long. 87 degrees 36 minutes 35 seconds W.

Oa—0 to 6 inches; black (N 2.5/0) muck; moderate very fine granular structure; very

friable; many very fine to coarse roots; moderately acid; abrupt wavy boundary.

Cg1—6 to 18 inches; grayish brown (10YR 5/2) sand; single grain; loose; few very fine

to medium roots; few fine distinct yellowish brown (10YR 5/6) and common

medium distinct dark yellowish brown (10YR 4/4) masses of iron accumulation;

about 1 percent gravel; moderately acid; gradual wavy boundary.

Cg2—18 to 30 inches; brown (10YR 5/3) sand; single grain; loose; common medium

prominent strong brown (7.5YR 4/6) masses of iron accumulation; few medium

prominent dark gray (10YR 4/1) iron depletions; about 1 percent gravel;

moderately acid; gradual wavy boundary.

Cg3—30 to 80 inches; very dark gray (2.5Y 3/1) sand; single grain; loose; about 2

percent gravel; moderately acid.

Dishno Series

The Dishno series consists of moderately well drained soils on bedrock-controlled

moraines. These soils are deep to bedrock. They formed in silty and loamy deposits

over sandy and gravelly till underlain by igneous or metamorphic bedrock. Permeability
Keweenaw County Area, Michigan 169

is moderate in the loamy material and moderately rapid in the sandy material. Slopes

range from 0 to 35 percent.

Typical pedon of Dishno cobbly silt loam, 583 feet north and 1,832 feet east of the

southwest corner of sec. 33, T. 49 N., R. 29 W., Michigamme Township, Marquette

County, Michigan; USGS Champion topographic quadrangle; lat. 46 degrees 35

minutes 39.3 seconds N. and long. 87 degrees 56 minutes 16 seconds W.

Oe—0 to 1 inch; dark reddish brown (5YR 2.5/2), partially decomposed forest litter;

many very fine to coarse roots; very strongly acid; abrupt smooth boundary.

A—1 to 3 inches; dark reddish brown (5YR 3/2) cobbly silt loam, reddish gray (5YR

5/2) dry; moderate very fine granular structure; friable; many very fine to coarse

roots; few very fine vesicular pores; about 10 percent cobbles, 9 percent gravel, 5

percent stones, and 1 percent boulders; extremely acid; clear wavy boundary.

E—3 to 9 inches; reddish gray (5YR 5/2) cobbly silt loam, light gray (5YR 7/1) dry;

weak medium platy structure parting to weak very fine subangular blocky; friable;

many very fine to coarse roots; few very fine vesicular pores; about 10 percent

cobbles, 9 percent gravel, 5 percent stones, and 1 percent boulders; extremely

acid; abrupt wavy boundary.

Bhs—9 to 10 inches; dark brown (7.5YR 3/2) cobbly loam; weak fine subangular

blocky structure; friable; many very fine to coarse roots; few very fine vesicular

pores; about 10 percent cobbles, 7 percent gravel, 5 percent stones, and 1 percent

boulders; very strongly acid; abrupt broken boundary.

Bs1—10 to 18 inches; dark brown (7.5YR 3/4) cobbly fine sandy loam; weak fine

subangular blocky structure; friable; many very fine to coarse roots; few very fine

vesicular pores; about 10 percent cobbles, 7 percent gravel, 5 percent stones, and

1 percent boulders; very strongly acid; clear wavy boundary.

Bs2—18 to 22 inches; brown (7.5YR 4/4) cobbly loamy sand; weak medium platy

structure; firm; common very fine to coarse roots; common very fine vesicular

pores; about 10 percent cobbles, 7 percent gravel, 5 percent stones, and 1 percent

boulders; strongly acid; abrupt broken boundary.

2BC—22 to 29 inches; brown (10YR 4/3) very stony loamy sand; massive; weak thick

platiness inherent from deposition; mostly friable, firm in places; few very fine to

medium roots; few very fine vesicular pores; discontinuous silt coatings on rock

fragments; common medium prominent strong brown (7.5YR 4/6) masses of iron

accumulation; about 13 percent gravel, 10 percent cobbles, 10 percent stones,

and 5 percent boulders; strongly acid; gradual wavy boundary.

2C—29 to 46 inches; light olive brown (2.5Y 5/3) very stony loamy sand; massive;

weakly expressed thick platiness inherent from deposition; mostly friable, firm in

places; few very fine to medium roots; few very fine vesicular pores; discontinuous

silt coatings on rock fragments; few medium prominent strong brown (7.5YR 4/6)

masses of iron accumulation; about 13 percent gravel, 10 percent cobbles, 10

percent stones, and 5 percent boulders; moderately acid; abrupt smooth boundary.

3R—46 inches; brown (10YR 4/3), unweathered bedrock; discontinuous layer of brown

(10YR 4/3) loamy coarse sand saprolite 1

/8 inch thick on surface of bedrock; many

coarse prominent strong brown (7.5YR 5/8) masses of iron accumulation on

surface of bedrock; strongly acid.

Garlic Series

The Garlic series consists of very deep, well drained, rapidly permeable soils on tillfloored lake plains and dissected moraines. These soils formed in sandy glaciofluvial

sediments. Slopes range from 0 to 60 percent.

Typical pedon of Garlic fine sand, 2,000 feet west and 1,350 feet north of the

southeast corner of sec. 6, T. 46 N., R. 24 W., West Branch Township, Marquette
170 Soil Survey of

County, Michigan; USGS Harvey topographic quadrangle; lat. 46 degrees 24 minutes

32.50 seconds N. and long. 87 degrees 21 minutes 13.18 seconds W.

Oa—0 to 1 inch; black (N 2.5/0), well decomposed leaf litter; moderate fine granular

structure; very friable; many very fine to coarse roots; very strongly acid; abrupt

smooth boundary.

E—1 to 9 inches; reddish gray (5YR 5/2) fine sand, pinkish gray (5YR 6/2) dry; weak

fine subangular blocky structure; very friable; many very fine to coarse roots; very

strongly acid; clear wavy boundary.

Bhs—9 to 15 inches; dark reddish brown (5YR 3/2) fine sand; weak medium

subangular blocky structure; friable; many very fine to coarse roots; dark reddish

brown (5YR 3/2) moderately cemented ortstein occupies 28 percent (11 of 40

inches) of the lower part of the horizon; ortstein extends into the Bs horizon; very

strongly acid; clear wavy boundary.

Bs—15 to 26 inches; dark reddish brown (5YR 3/4) fine sand; weak medium

subangular blocky structure; friable; common very fine to coarse roots; dark

reddish brown (5YR 3/3) and reddish brown (5YR 4/4) strongly cemented ortstein

occupies 75 percent (30 of 40 inches) of the horizon; ortstein extends into this

horizon from the Bhs horizon as tongues 10 to 30 inches apart to a depth of 47

inches; moderately acid; clear wavy boundary.

BC—26 to 46 inches; brown (7.5YR 5/4) fine sand; weak fine subangular blocky

structure; friable; few very fine to medium roots; few thin strata of reddish brown

(5YR 4/4) loamy fine sand; moderate cementation in the upper part of the horizon;

strongly acid; gradual wavy boundary.

C—46 to 80 inches; brown (7.5YR 5/4) fine sand; single grain; loose; slightly acid.

Gay Series

The Gay series consists of deep, very poorly drained and poorly drained,

moderately permeable soils on till plains. These soils formed in loamy glacial till.

Slopes are 0 to 3 percent.

Typical pedon of Gay muck (fig. 19), 280 feet west and 1,200 feet north of the

southeast corner of sec. 20, T. 51 N., R. 32 W., L’Anse Township, Baraga County,

Michigan:

Oa—0 to 4 inches; very dark gray (10YR 3/1) muck; moderate medium granular

structure; friable; many roots; strongly acid; abrupt smooth boundary.

A—4 to 7 inches; dark gray (10YR 4/1) fine sandy loam, gray (10YR 6/1) dry; weak

fine subangular blocky structure; friable; many roots; strongly acid; clear smooth

boundary.

Eg—7 to 11 inches; light brownish gray (10YR 6/2) sandy loam; few fine distinct

yellowish brown (10YR 5/6) masses of iron accumulation; weak medium

subangular blocky structure; friable; common roots; about 2 percent pebbles;

moderately acid; clear wavy boundary.

Bw—11 to 16 inches; brown (7.5YR 5/4) sandy loam; many medium distinct grayish

brown (10YR 5/2) and common fine faint yellowish brown (10YR 5/6) masses of

iron accumulation; weak thick platy structure parting to weak fine subangular

blocky; friable; common roots; about 4 percent pebbles; moderately acid; clear

wavy boundary.

BC—16 to 30 inches; reddish brown (2.5YR 4/4) sandy loam; many medium distinct

strong brown (7.5YR 5/6) and common fine distinct reddish brown (5YR 5/3)

masses of iron accumulation; massive; friable; few roots; about 4 percent pebbles;

slightly acid; clear wavy boundary.

C—30 to 60 inches; reddish brown (2.5YR 4/4) sandy loam; massive; friable; about 5

percent pebbles; slightly acid.
Keweenaw County Area, Michigan 171

Gratiot Series

The Gratiot series consists of very deep, somewhat poorly drained soils on

moraines. These soils formed in loamy and sandy sediments. Permeability is moderate

above the fragipan, very slow in the fragipan, and moderately rapid or moderate below

the fragipan. Slopes range from 0 to 4 percent.

Typical pedon of Gratiot very cobbly fine sandy loam, 1,700 feet north and 2,200

feet east of the southwest corner of sec. 35, T. 58 N., R. 31 W., Houghton Township,

Keweenaw County, Michigan; USGS Eagle Harbor 7.5-minute topographic quadrangle;

lat. 47 degrees 22 minutes 36 seconds N. and long. 88 degrees 12 minutes 01.54

seconds W.

Oa—0 to 1 inch; dark reddish brown (5YR 3/3), well decomposed forest litter; abrupt

smooth boundary.

A—1 to 4 inches; black (5YR 2.5/1) very cobbly fine sandy loam, dark reddish brown

(5YR 3/2) dry; medium coarse granular structure; friable; many very fine to

Figure 19.—Typical profile of a Gay soil. The thick dark surface horizon is

typical of poorly drained soils. Depth is marked in inches.
172 Soil Survey of

medium and common coarse and very coarse roots; 25 percent gravel, 15 percent

cobbles, and 2 percent stones; strongly acid; abrupt wavy boundary.

Bhs—4 to 7 inches; dark reddish brown (5YR 3/2) very cobbly loamy sand; moderate

medium subangular blocky structure; friable; many very fine to medium and

common coarse and very coarse roots; 34 percent gravel, 15 percent cobbles, and

2 percent stones; strongly acid; clear wavy boundary.

Bs1—7 to 12 inches; dark reddish brown (5YR 3/4) very cobbly loamy sand; moderate

medium subangular blocky structure; friable; many very fine and common fine and

medium roots; few medium prominent yellowish red (5YR 4/6) masses of iron

accumulation; 34 percent gravel, 15 percent cobbles, and 2 percent stones;

strongly acid; clear wavy boundary.

Bs2—12 to 20 inches; reddish brown (5YR 4/4) very cobbly fine sandy loam; weak

medium platy structure parting to weak medium subangular blocky; friable; many

very fine and common fine and medium roots; many medium prominent yellowish

red (5YR 4/6 and 5/8) masses of iron accumulation; 24 percent gravel, 13 percent

cobbles, and 2 percent stones; strongly acid; clear wavy boundary.

(B/E)x—20 to 30 inches; about 75 percent reddish brown (5YR 4/4) cobbly fine sandy

loam (Bt) surrounding reddish brown (5YR 5/3) cobbly loamy fine sand (E);

reddish gray (5YR 5/2) dry; moderate thick platy structure; firm; few faint reddish

brown (5YR 4/4) clay bridges between sand grains; few very fine and fine roots;

many medium prominent yellowish red (5YR 4/6 and 5/8) masses of iron

accumulation; 21 percent gravel, 10 percent cobbles, and 2 percent stones; slightly

acid; clear wavy boundary.

C1—30 to 36 inches; reddish brown (5YR 4/3) cobbly fine sandy loam; massive;

friable; few very fine and fine roots; common medium prominent yellowish red

(5YR 4/6 and 5/8) masses of iron accumulation; 10 percent gravel, 7 percent

cobbles, and 2 percent stones; neutral; gradual wavy boundary.

C2—36 to 80 inches; reddish brown (5YR 4/3) cobbly fine sandy loam; massive;

friable; 10 percent gravel, 6 percent cobbles, and 1 percent stones; strongly

effervescent; strongly alkaline.

Ingalls Series

The Ingalls series consists of very deep, somewhat poorly drained soils on outwash

plains and lake plains. These soils formed in sandy outwash overlying stratified loamy

lacustrine sediments. Permeability is rapid in the overlying sandy part and moderately

slow in the loamy part. Slopes range from 0 to 4 percent.

Typical pedon of Ingalls sand, 2,200 feet south and 400 feet east of the northwest

corner of sec. 16, T. 46 N., R. 19 W., Munising Township, Alger County, Michigan;

USGS Munising, MI, topographic quadrangle; lat. 46 degrees 23 minutes 03 seconds

N. and long. 86 degrees 41 minutes 54 seconds W., NAD27:

Oa—0 to 4 inches; decomposed forest litter; moderate medium granular structure; very

friable; many very fine to very coarse roots; ultra acid; clear wavy boundary.

A—4 to 5 inches; very dark grayish brown (10YR 3/2) sand, gray (10YR 6/1) dry; weak

fine subangular blocky structure; very friable; many very fine to very coarse roots;

about 1 percent gravel; extremely acid; abrupt wavy boundary.

E—5 to 14 inches; light brownish gray (10YR 6/2) sand, light gray (10YR 7/1) dry;

weak fine subangular blocky structure; loose; very few prominent very dark brown

(10YR 2/2) organic stains on surfaces along root channels; common very fine to

medium roots; about 1 percent gravel; extremely acid; abrupt irregular boundary.

Bhs—14 to 16 inches; dark reddish brown (5YR 2.5/2) sand; weak medium subangular

blocky structure; very friable; about 35 percent strongly cemented dark reddish
Keweenaw County Area, Michigan 173

brown (5YR 3/4 and 3/2) ortstein, which occurs intermittently on a horizontal

plane; common very fine to medium roots; about 1 percent gravel; extremely acid;

abrupt broken boundary.

Bs—16 to 22 inches; reddish brown (5YR 4/4) sand; weak medium subangular blocky

structure; very friable; common medium distinct yellowish red (5YR 5/8) ironmanganese masses (spherical) on faces of peds; few very fine and fine roots;

about 1 percent gravel; extremely acid; gradual irregular boundary.

Bw—22 to 35 inches; strong brown (7.5YR 5/6) sand; weak fine subangular blocky

structure; loose; few very fine and fine roots; about 1 percent gravel; very strongly

acid; abrupt wavy boundary.

2C—35 to 80 inches; reddish brown (2.5YR 5/4) and brown (7.5YR 5/3), stratified silt

loam and silt; massive parting to weak medium platy structure; friable; few very

fine and fine roots; about 1 percent gravel; moderately acid.

Jacobsville Series

The Jacobsville series consists of moderately deep, poorly drained, moderately

permeable soils on till plains and sandstone benches. These soils formed in loamy and

sandy glacial till over sandstone bedrock. Slopes range from 0 to 2 percent.

Typical pedon of Jacobsville muck, 1,800 feet north and 1,900 feet west of the

southeast corner of sec. 36, T. 55 N., R. 32 W., Torch Lake Township, Houghton

County, Michigan:

Oa—0 to 5 inches; black (N 2/0) muck; weak fine subangular blocky structure; very

friable; many roots; strongly acid; abrupt smooth boundary.

Eg—5 to 9 inches; dark reddish gray (5YR 4/2) sandy loam; common medium

prominent strong brown (7.5YR 4/6) masses of iron accumulation; weak medium

subangular blocky structure; friable; few roots; about 5 percent gravel; strongly

acid; clear wavy boundary.

Bw—9 to 23 inches; dark reddish brown (2.5YR 3/4) sandy loam; common medium

prominent dark brown (7.5YR 4/2) and few fine prominent strong brown (7.5YR

4/6) masses of iron accumulation; weak fine and medium subangular blocky

structure; friable; about 5 percent gravel; moderately acid; clear wavy boundary.

C—23 to 36 inches; reddish brown (2.5YR 4/4) sandy loam; many medium prominent

dark reddish gray (5YR 4/2), common medium prominent pinkish gray (7.5YR 6/2),

and few medium prominent strong brown (7.5YR 5/8) masses of iron

accumulation; weak medium subangular blocky structure; friable; about 5 percent

gravel; moderately acid; clear smooth boundary.

2R—36 inches; reddish brown (2.5YR 4/4) sandstone bedrock.

Keweenaw Series

The Keweenaw series consists of very deep, well drained soils that formed in sandy

deposits. These soils are typically on ground moraines and end moraines, but in some

places they are on drumlins and islands of till surrounded by outwash. Permeability is

moderate or moderately rapid. Slopes range from 1 to 60 percent.

Typical pedon of Keweenaw loamy sand, north of Thayer Lake; 2,064 feet west and

1,484 feet south of the northeast corner of sec. 29, T. 57 N., R. 31 W., Sherman

Township, Keweenaw County, Michigan; USGS Mohawk, MI, topographic quadrangle;

lat. 47 degrees 18 minutes 39.27 seconds N. and long. 88 degrees 15 minutes 59.57

seconds W., NAD83:
174 Soil Survey of

Oa—0 to 1 inch; black (5YR 2.5/1), well decomposed forest litter.

E—1 to 11 inches; reddish gray (5YR 5/2) loamy sand; weak fine and medium

subangular blocky structure; very friable; many very fine to coarse roots; 3 percent

gravel; extremely acid; clear irregular boundary.

Bhs—11 to 17 inches; dark reddish brown (5YR 3/3) loamy sand; moderate medium

subangular blocky structure; firm; 75 percent weakly cemented ortstein; many very

fine to coarse roots; 3 percent gravel; extremely acid; gradual irregular boundary.

Bs1—17 to 27 inches; dark brown (7.5YR 3/4) loamy sand; moderate thin platy

structure; friable and firm; 35 percent weakly cemented ortstein; ortstein occurs as

tongues that extend to a depth of 60 inches; common very fine to medium roots; 8

percent gravel; extremely acid; clear irregular boundary.

Bs2—27 to 39 inches; brown (7.5YR 4/4) loamy sand; weak thin platy structure; very

friable; few very fine and fine roots; 2 percent gravel; very strongly acid; clear

smooth boundary.

B/E—39 to 61 inches; about 70 percent reddish brown (5YR 4/4) fine sandy loam (Bt);

common very fine and fine vesicular pores in peds; surrounded by weak brown

(7.5YR 5/4) loamy sand (E); weak thin platy structure; friable; 2 percent gravel;

very strongly acid; clear smooth boundary.

E and Bt—61 to 80 inches; reddish brown (5YR 4/3) loamy sand (E) and lamellae of

brown ( 7.5YR 4/4) fine sandy loam and sandy loam (Bt); single grain; loose;

lamellae are 1

/8 inch to 2 inches thick with a total accumulation of 8 inches; 2

percent gravel; moderately acid.

Kinross Series

The Kinross series consists of very deep, very poorly drained, rapidly permeable

soils in depressions on outwash plains, moraines, and till-floored lake plains. These

soils formed in sandy outwash and glaciolacustrine deposits. Slopes range from 0 to 3

percent.

Typical pedon of Kinross mucky peat, 60 feet west and 2,193 feet south of the

northeast corner of sec. 36, T. 45 N., R. 25 W.; near Bass Lake; USGS Little Lake

topographic quadrangle; lat. 46 degrees 15 minutes 12 seconds N. and long. 87

degrees 22 minutes 02 seconds W., Forsyth Township, Marquette County, Michigan:

Oe—0 to 3 inches; black (7.5YR 2.5/1) mucky peat; weak medium granular structure;

very friable; many very fine to medium roots; extremely acid; abrupt smooth

boundary.

Oa—3 to 5 inches; very dark gray (7.5YR 3/1) muck; weak medium granular structure;

very friable; many very fine to medium roots; extremely acid; abrupt smooth

boundary.

E—5 to 10 inches; light brownish gray (10YR 6/2) sand, light gray (10YR 7/2) dry;

weak medium subangular blocky structure; very friable; many very fine to medium

roots; many medium and coarse distinct dark brown (10YR 3/3) and dark yellowish

brown (10YR 4/4) masses of iron accumulation; extremely acid; abrupt wavy

boundary.

Bhs—10 to 15 inches; very dark brown (7.5YR 2.5/2) sand; weak fine and medium

subangular blocky structure; friable; many very fine to medium roots; common

medium prominent strong brown (7.5YR 4/6) and dark brown (7.5YR 3/4) masses

of iron accumulation; discontinuous dark reddish brown (5YR 3/2) strongly

cemented ortstein occupies about 30 percent of the horizon; about 3 percent

gravel; extremely acid; clear wavy boundary.

Bs—15 to 30 inches; dark brown (7.5YR 3/4) sand; weak fine subangular blocky

structure; very friable; common very fine and fine roots; common medium distinct
Keweenaw County Area, Michigan 175

brown (7.5YR 4/3) masses of iron accumulation; about 3 percent gravel; very

strongly acid; gradual wavy boundary.

BC—30 to 42 inches; dark yellowish brown (10YR 4/4) sand; single grain; loose;

common medium and coarse distinct strong brown (7.5YR 4/6) masses of iron

accumulation; very strongly acid; gradual wavy boundary.

C—42 to 80 inches; brown (10YR 5/3) sand; single grain; loose; very strongly acid.

Lac La Belle Series

The Lac La Belle series consists of well drained soils on ground moraines and end

moraines. These soils formed in cobbly and gravelly loamy and sandy materials.

Permeability is rapid in the upper part and very slow in the lower part. Slopes range

from 15 to 60 percent.

Typical pedon of Lac La Belle very stony loamy sand, 1,380 feet east and 1,200 feet

south of the northwest corner of sec. 13, T. 58 N., R. 28 W., Grant Township,

Keweenaw County; USGS Fort Wilkins 7.5-minute topographic quadrangle; lat. 47

degrees 25 minutes 34.20 seconds N. and long. 87 degrees 48 minutes 30.26

seconds W.

Oa—0 to 1 inch; reddish black (5YR 2.5/1), well decomposed forest litter.

E—1 to 5 inches; reddish gray (5YR 5/2) very stony loamy sand, pinkish gray (5YR

6/2) dry; weak fine subangular blocky structure; very friable; many very fine to

coarse roots; 25 percent gravel, 15 percent cobbles, 6 percent stones, and 2

percent boulders; extremely acid; abrupt smooth boundary.

Bhs—5 to 12 inches; dark reddish brown (5YR 3/3) extremely stony loamy sand; weak

fine subangular blocky structure; very friable; many very fine to coarse roots; 35

percent gravel, 20 percent cobbles, 8 percent stones, and 3 percent boulders;

extremely acid; clear wavy boundary.

Bs1—12 to 19 inches; dark reddish brown (5YR 3/4) extremely cobbly loamy sand;

weak fine subangular blocky structure; very friable; many very fine to coarse roots;

35 percent gravel, 25 percent cobbles, 8 percent stones, and 3 percent boulders;

very strongly acid; clear wavy boundary.

Bs2—19 to 36 inches; brown (7.5YR 4/4) extremely cobbly loamy sand; weak fine

subangular blocky structure; very friable; common very fine to medium roots; 35

percent gravel, 25 percent cobbles, 8 percent stones, and 3 percent boulders; very

strongly acid; clear wavy boundary.

2(E/B)x—36 to 42 inches; about 60 percent brown (7.5YR 4/3) very cobbly loamy

sand, brown (7.5YR 5/2) dry (E); reddish brown (5YR 4/4) very cobbly sandy loam

(Bt); moderate thick platy structure; very firm; few very fine and fine roots; common

very fine vesicular pores; few fine prominent and few faint reddish brown (5YR 4/3)

clay films on faces of peds; 20 percent gravel, 20 percent cobbles, 5 percent

stones, and 2 percent boulders; very strongly acid; gradual irregular boundary.

2Btx—42 to 50 inches; reddish brown (5YR 4/4) very cobbly loamy sand; moderate

thick platy structure; very firm; few very fine vesicular pores; few fine prominent

strong brown (7.5YR 4/6) masses of iron accumulation; few faint reddish brown

(5YR 4/3) clay films on faces of peds; 15 percent gravel, 20 percent cobbles, 5

percent stones, and 2 percent boulders; very strongly acid; clear broken boundary.

2(B/E)x—50 to 62 inches; about 65 percent reddish brown (5YR 4/4) very cobbly

sandy loam (Bt) and brown (7.5YR 4/3) very cobbly loamy sand (E), brown (7.5YR

5/2) dry (E); weak thick platy structure; firm; few very fine vesicular pores; few fine

prominent strong brown (7.5YR 4/6) masses of iron accumulation; few faint

reddish brown (5YR 4/3) clay films on faces of peds; 15 percent gravel, 20 percent

cobbles, 3 percent stones, and 1 percent boulders; very strongly acid; gradual

irregular boundary.
176 Soil Survey of

2C—62 to 80 inches; reddish brown (5YR 4/4) very cobbly loamy sand; massive; firm;

15 percent gravel, 22 percent cobbles, 3 percent stones, and 1 percent boulders;

strongly acid.

Loxley Series

The Loxley series consists of very deep, very poorly drained soils in depressions on

lake plains, outwash plains, and till plains. These soils formed in mainly herbaceous

organic material. Permeability ranges from moderately slow to moderately rapid.

Slopes are 0 to 1 percent.

Typical pedon of Loxley peat, 2,650 feet north and 600 feet west of the southeast

corner of sec. 22, T. 55 N., R. 35 W., Stanton Township, Houghton County, Michigan:

Oi—0 to 5 inches; dark yellowish brown (10YR 3/4) peat; 100 percent fiber, 100

percent rubbed; massive; primarily live roots and sphagnum moss; extremely acid;

clear smooth boundary.

Oa1—5 to 12 inches; muck, black (10YR 2/1) broken face and rubbed; about 30

percent fiber, 10 percent rubbed; nonsticky; primarily herbaceous fibers, a few

woody fibers; extremely acid; gradual smooth boundary.

Oa2—12 to 26 inches; muck, very dark brown (10YR 2/2) broken face and rubbed;

about 10 percent fiber, 2 percent rubbed; nonsticky; primarily herbaceous fibers, a

few woody fibers; extremely acid; gradual smooth boundary.

Oa3—26 to 38 inches; muck, very dark brown (10YR 2/2) broken face and rubbed;

about 15 percent fiber, 2 percent rubbed; massive; nonsticky; primarily herbaceous

fibers; extremely acid; gradual smooth boundary.

Oa4—38 to 45 inches; muck, dark brown (7.5YR 3/4) broken face and very dark brown

(10YR 2/2) rubbed; about 60 percent fiber, 10 percent rubbed; massive; nonsticky;

primarily herbaceous fibers; extremely acid; gradual smooth boundary.

Oe—45 to 60 inches; mucky peat, brown (7.5YR 4/4) broken face and rubbed; about

90 percent fiber, 30 percent rubbed; massive; nonsticky; primarily herbaceous

fibers; extremely acid.

Lupton Series

The Lupton series consists of very deep, poorly drained soils on moraines, outwash

plains, and lake plains. These soils formed in herbaceous and woody deposits more

than 51 inches thick. Permeability ranges from moderately slow to moderately rapid.

Slopes are 0 to 1 percent.

Typical pedon of Lupton muck, 2,400 feet east and 2,000 feet north of the

southwest corner of sec. 31, T. 59 N., R. 29 W., Eagle Harbor Township, Keweenaw

County, Michigan; USGS Delaware 7.5-minute topographic quadrangle; lat. 47 degrees

27 minutes 55.68 seconds N. and long. 88 degrees 02 minutes 11.90 seconds W.

Oa1—0 to 8 inches; muck, black (10YR 2/1) broken face, black (7.5YR 2.5/1) rubbed;

about 15 percent fiber, 5 percent rubbed; weak thin to thick platy structure; very

friable; many very fine and fine roots; 1 percent wood fragments; slightly acid;

abrupt wavy boundary.

Oa2—8 to 20 inches; muck, very dark brown (7.5YR 2.5/2) broken face and rubbed;

about 10 percent fiber, 3 percent rubbed; weak medium to coarse subangular

blocky structure; very friable; common very fine, fine, and medium roots; 4 percent

wood fragments; slightly acid; clear wavy boundary.

Oa3—20 to 34 inches; muck, black (7.5YR 2.5/1) broken face, black (5YR 2.5/1)

rubbed; about 12 percent fiber, 6 percent rubbed; weak medium subangular blocky
Keweenaw County Area, Michigan 177

structure; very friable; common fine to medium roots; 11 percent wood fragments;

neutral; clear wavy boundary.

Oa4—34 to 80 inches; muck, black (7.5YR 2.5/1) broken face and rubbed (5YR 2.5/1);

about 18 percent fiber, 8 percent rubbed; weak medium subangular blocky

structure; very friable; common fine and few medium roots; 12 percent wood

fragments; neutral.

Michigamme Series

The Michigamme series consists of moderately deep, well drained, moderately

permeable soils on rocky knolls, till plains, and moraines. These soils formed in silty

material and in loamy glacial till overlying igneous and metamorphic bedrock. Slopes

range from 8 to 70 percent.

Typical pedon of Michigamme cobbly silt loam, 2,200 feet south and 300 feet east of

the northwest corner of sec. 12, T. 47 N., T. 34 W., Covington Township, Baraga

County, Michigan:

A—0 to 2 inches; dark reddish brown (5YR 2/2) cobbly silt loam, pinkish gray (5YR

6/2) dry; moderate fine granular structure; very friable; many fine roots; about 2

percent pebbles and 30 percent cobbles; extremely acid; clear smooth boundary.

E—2 to 4 inches; brown (7.5YR 5/2) cobbly silt loam; weak medium subangular blocky

structure; friable; many fine roots; about 2 percent pebbles and 30 percent

cobbles; extremely acid; clear wavy boundary.

Bhs—4 to 7 inches; dark reddish brown (5YR 3/2) silt loam; weak medium subangular

blocky structure parting to weak fine granular; friable; many fine and medium roots;

about 3 percent pebbles and 10 percent cobbles; extremely acid; clear wavy

boundary.

Bs1—7 to 14 inches; dark reddish brown (5YR 3/4) silt loam; weak medium

subangular blocky structure; friable; many fine and medium roots; about 2 percent

pebbles; very strongly acid; gradual wavy boundary.

Bs2—14 to 20 inches; reddish brown (5YR 4/4) silt loam; weak medium subangular

blocky structure; friable; common fine roots; about 3 percent pebbles and 10

percent cobbles; strongly acid; gradual wavy boundary.

Bs3—20 to 24 inches; brown (7.5YR 4/4) cobbly silt loam; weak fine subangular blocky

structure; friable; few fine roots; about 10 percent pebbles and 30 percent cobbles;

strongly acid; gradual irregular boundary.

2C—24 to 31 inches; about 50 percent brown (10YR 5/3) and 50 percent dark reddish

brown (5YR 3/4) gravelly fine sandy loam; weak medium angular blocky structure;

friable; few fine roots; about 20 percent pebbles and 15 percent cobbles; strongly

acid; abrupt smooth boundary.

3R—31 inches; red (2.5YR 5/2) bedrock.

Montreal Series

The Montreal series consists of deep, moderately well drained soils on ground

moraines and end moraines. These soils formed in cobbly and gravelly loamy and

sandy materials. They have a fragipan. Permeability is moderate in the loamy material,

very slow in the fragipan, and moderate or moderately rapid in the cobbly sediments.

Slopes range from 0 to 35 percent.

Typical pedon of Montreal cobbly fine sandy loam, 1,375 feet north and 2,400 feet

west of the southeast corner of sec. 9, T. 58 N., R. 29 W., Grant Township, Keweenaw

County, Michigan; USGS Lake Medora 7.5-minute topographic quadrangle; lat. 47

degrees 26 minutes 04.48 seconds N. and long. 87 degrees 59 minutes 34.58

seconds W.
178 Soil Survey of

Oa—0 to 2 inches; black (7.5YR 2.5/1), well decomposed forest litter.

E—2 to 6 inches; brown (7.5YR 5/2) cobbly fine sandy loam, pinkish gray (7.5YR 7/2)

dry; moderate medium granular structure; friable; many very fine to coarse roots;

10 percent gravel, 15 percent cobbles, 1 percent stones, and 1 percent boulders;

very strongly acid; clear irregular boundary.

Bhs—6 to 11 inches; dark brown (7.5YR 3/3) cobbly fine sandy loam; moderate

medium subangular blocky structure; friable; many very fine to coarse roots; 10

percent gravel, 15 percent cobbles, 1 percent stones, and 1 percent boulders;

strongly acid; clear irregular boundary.

Bs—11 to 20 inches; dark brown (7.5YR 3/4) and brown (7.5YR 4/4) cobbly fine sandy

loam; moderate fine and medium subangular blocky structure; friable; few fine and

medium roots; few fine vesicular pores; few fine distinct strong brown (7.5YR 4/6)

masses of iron accumulation; 10 percent gravel, 15 percent cobbles, 1 percent

stones, and 1 percent boulders; strongly acid; clear wavy boundary.

2(E/B)x—20 to 33 inches; about 55 percent brown (7.5YR 5/3) very cobbly loamy fine

sand (E), pinkish gray (7.5YR 7/2) dry (E), surrounding reddish brown (5YR 4/4)

very cobbly fine sandy loam (Bt); moderate medium platy structure; very firm; few

very fine and fine roots; common fine and medium vesicular pores; common

medium distinct strong brown (7.5YR 4/6) masses of iron accumulation; 15

percent gravel, 20 percent cobbles, 2 percent stones, and 1 percent boulders;

moderately acid; clear wavy boundary.

2(B/E)x—33 to 51 inches; about 65 percent reddish brown (5YR 4/4) very cobbly fine

sandy loam (Bt) surrounded by reddish brown (5YR 5/3) very cobbly loamy fine

sand (E), pinkish gray (5YR 7/2) dry (E); moderate thick platy structure; firm;

common fine and medium vesicular pores; common fine prominent reddish brown

(2.5YR 4/4) masses of iron accumulation; 15 percent gravel, 20 percent cobbles, 2

percent stones, and 1 percent boulders; moderately acid; gradual wavy boundary.

2E/B—51 to 80 inches; about 75 percent light brown (7.5YR 6/3) cobbly loamy fine

sand, pinkish gray (5YR 7/2) dry (E); massive; friable; surrounding reddish brown

(5YR 4/4) cobbly fine sandy loam (B); moderate medium platy structure parting to

moderate medium subangular blocky; friable; common fine prominent reddish

brown (2.5YR 4/4) masses of iron accumulation; 10 percent gravel, 10 percent

cobbles, 1 percent stones, and 1 percent boulders; slightly acid.

Munising Series

The Munising series consists of deep, moderately well drained soils on till plains

and moraines. These soils formed in loamy and sandy glacial till. They have a fragipan.

Permeability is moderate in the upper part of the profile, very slow in the fragipan, and

moderate in the substratum. Slopes range from 1 to 35 percent.

Typical pedon of Munising loamy sand (fig. 20), 1,000 feet north and 1,100 feet east

of the center of sec. 4, T. 51 N., R. 31 W., Arvon Township, Baraga County, Michigan:

A—0 to 1 inch; black (5YR 2/1) loamy sand, gray (5YR 5/1) dry; weak fine granular

structure; friable; many roots; about 2 percent pebbles; very strongly acid; abrupt

smooth boundary.

E—1 to 9 inches; pinkish gray (5YR 6/2) loamy sand; weak fine subangular blocky

structure; friable; common roots; about 2 percent pebbles; very strongly acid;

abrupt wavy boundary.

Bhs—9 to 13 inches; dark reddish brown (5YR 3/3) sandy loam; weak very coarse

granular structure; friable; some strongly cemented tongues; many roots; about 2

percent pebbles; very strongly acid; clear wavy boundary.
Keweenaw County Area, Michigan 179

Bs—13 to 21 inches; reddish brown (5YR 4/3) sandy loam; weak coarse subangular

blocky structure; friable; common roots; about 2 percent pebbles; very strongly

acid; clear wavy boundary.

Bx—21 to 29 inches; reddish brown (2.5YR 4/4) loamy sand; few fine faint yellowish

red (5YR 4/6) masses of iron accumulation; weak thick platy structure; slightly

hard, firm; brittle; few roots; about 2 percent pebbles; very strongly acid; clear wavy

boundary.

Ex—29 to 40 inches; pinkish gray (5YR 6/2) loamy sand; few reddish brown (2.5YR

4/4) pieces that appear to be remnants of a Bt horizon; massive; very hard, very

firm; brittle; vesicular pores; about 2 percent pebbles; strongly acid; abrupt

irregular boundary.

Figure 20.—Typical profile of a Munising soil. The vertical white streak in the

B horizon indicates the location of the fragipan. Depth is marked in

inches.
180 Soil Survey of

(B/E)x—40 to 48 inches; reddish brown (2.5YR 4/4) sandy loam (Bx); pinkish gray

(5YR 6/2) tongues of loamy sand (Ex) as much as 2 inches thick; massive; very

hard, very firm; brittle; vesicular pores; thin clay flows in root channels; about 2

percent pebbles; very strongly acid; clear wavy boundary.

Bt—48 to 62 inches; reddish brown (2.5YR 4/4) sandy loam; massive; friable; clay

flows along vertical faces of peds and in pores; about 2 percent pebbles; very

strongly acid; gradual wavy boundary.

C—62 to 80 inches; reddish brown (2.5YR 4/4) sandy loam; massive; friable; about 3

percent pebbles; moderately acid.

Nipissing Series

The Nipissing series consists of moderately deep, well drained soils on bedrock

benches. These soils formed in gravelly and cobbly loamy and sandy material

overlying igneous, metamorphic, or sedimentary bedrock. Permeability is moderately

rapid in the upper part of the profile and very rapid in the lower part. Slopes range from

0 to 35 percent.

Typical pedon of Nipissing very cobbly silt loam, about 2,000 feet southwest and

100 feet southeast of Raspberry Island dock, Isle Royale National Park, NW1/4SW1/4

sec. 3, T. 66 N., R. 33 W., Houghton Township, Keweenaw County, Michigan:

Oi—0 to 1 inch; black (5YR 2/1) forest litter; many roots; abrupt smooth boundary.

Oe—1 to 3 inches; black (5YR 2/1), well decomposed leaf litter; many roots; abrupt

smooth boundary.

E—3 to 4 inches; dark reddish gray (5YR 4/2) very cobbly silt loam; weak fine granular

structure; very friable; many roots; about 30 percent gravel and 30 percent

cobbles; very strongly acid; abrupt smooth boundary.

Bhs1—4 to 20 inches; dark reddish brown (5YR 2/2) extremely cobbly silt loam; weak

fine granular structure; very friable; many roots; continuous black (5YR 2/1)

coatings on rock fragment surfaces; about 30 percent gravel and 40 percent

cobbles; moderately acid; gradual wavy boundary.

Bhs2—20 to 29 inches; very dusky red (2.5YR 2/2) extremely cobbly loam; weak fine

granular structure; very friable; many roots; continuous black (5YR 2/1) coatings

on rock fragment surfaces; decreasing fine earth in interstices with depth; about 30

percent gravel and 40 percent cobbles; moderately acid; clear smooth boundary.

Bs—29 to 35 inches; dark reddish brown (2.5YR 3/4) extremely cobbly loam; weak fine

granular structure; very friable; many roots; black (5YR 2/1) coatings on rock

fragment surfaces; a small amount of earth filling interstices 1 mm in diameter;

about 30 percent gravel and 60 percent cobbles; moderately acid; gradual wavy

boundary.

2C—35 to 39 inches; fragmental materials; single grain; loose; few roots; black (5YR

2/1) coatings on rock fragment surfaces; interstices between rock fragments

unfilled; about 95 percent rock fragments (about 50 percent of which is cobbles

and 45 percent is gravel); neutral; abrupt smooth boundary.

3R—39 inches; igneous bedrock.

Paavola Series

The Paavola series consists of very deep, moderately well drained soils on ground

moraines and end moraines. These soils formed in gravelly or cobbly sandy deposits

and in the underlying loamy or sandy glacial till. Permeability is very rapid in the upper

part of the profile and very slow in the lower part. Slopes range from 1 to 35 percent.
Keweenaw County Area, Michigan 181

Typical pedon of Paavola gravelly coarse sandy loam, 250 feet south and 300 feet

west of the northeast corner of sec. 15, T. 55 N., R. 34 W., Quincy Township, Houghton

County, Michigan:

Oi—0 to 2 inches; undecomposed hardwood and coniferous leaf litter.

A—2 to 6 inches; dark reddish brown (5YR 2/2) gravelly coarse sandy loam, pinkish

gray (5YR 6/2) dry; moderate medium granular structure; friable; many roots;

about 22 percent gravel and 10 percent cobbles; strongly acid; clear smooth

boundary.

Bhs—6 to 15 inches; dark reddish brown (5YR 3/3) extremely gravelly coarse sand;

weak fine subangular blocky structure; very friable; many roots; about 55 percent

gravel and 20 percent cobbles; strongly acid; clear wavy boundary.

Bs1—15 to 21 inches; dark reddish brown (5YR 3/4) extremely gravelly coarse sand;

weak fine subangular blocky structure; very friable; many roots; about 42 percent

gravel and 20 percent cobbles; slightly acid; clear wavy boundary.

Bs2—21 to 31 inches; brown and dark brown (7.5YR 4/4) extremely gravelly coarse

sand; common fine distinct strong brown (7.5YR 4/6) masses of iron accumulation;

weak fine subangular blocky structure; friable; few roots; about 61 percent gravel

and 20 percent cobbles; moderately acid; abrupt smooth boundary.

2E/Bx—31 to 39 inches; about 60 percent dark reddish gray (5YR 4/2) gravelly loamy

fine sand (E); common fine prominent strong brown (7.5YR 4/6) masses of iron

accumulation; surrounding peds of reddish brown (5YR 4/4) gravelly fine sandy

loam (B); weak thin platy structure; very firm; common fine vesicular pores; few

discontinuous faint reddish brown (5YR 4/3) clay films on faces of peds; about 12

percent gravel and 5 percent cobbles; strongly acid; clear wavy boundary.

2Btx—39 to 60 inches; reddish brown (5YR 4/4) gravelly sandy loam; few fine

prominent strong brown (7.5YR 4/6) masses of iron accumulation; weak medium

platy structure; very firm; few very fine vesicular pores; few faint reddish brown

(5YR 4/3) clay films on faces of peds; about 28 percent gravel and 5 percent

cobbles; strongly acid; clear wavy boundary.

2Cd—60 to 70 inches; reddish brown (5YR 4/4) very gravelly sandy loam; weak thin

platy structure parting to weak fine subangular blocky; very firm; about 21 percent

gravel and 15 percent cobbles; moderately acid.

Pelkie Series

The Pelkie series consists of deep, moderately well drained, rapidly permeable soils

on flood plains. These soils formed in sandy alluvium. Slopes range from 0 to 3

percent.

Typical pedon of Pelkie loamy very fine sand, 1,056 feet west of the southeast

corner of sec. 28, T. 51 N., R. 34 W., Baraga Township, Baraga County, Michigan:

Ap—0 to 8 inches; brown (7.5YR 5/4) loamy very fine sand, light brown (7.5YR 6/4)

dry; weak fine subangular blocky structure parting to weak fine granular; very

friable; many fine and medium roots; strongly acid; abrupt smooth boundary.

C1—8 to 16 inches; light reddish brown (5YR 6/3) fine sand; weak fine subangular

blocky structure parting to weak medium granular; very friable; common fine roots;

strongly acid; abrupt smooth boundary.

C2—16 to 32 inches; reddish brown (5YR 5/4) fine sand; weak fine subangular blocky

structure parting to weak medium granular; very friable; common fine roots;

strongly acid; abrupt smooth boundary.

C3—32 to 60 inches; light reddish brown (5YR 6/4) sand; common fine faint yellowish

red (5YR 5/6) masses of iron accumulation; single grain; loose; few fine roots; very

strongly acid.
182 Soil Survey of

Rubicon Series

The Rubicon series consists of deep, excessively drained, rapidly permeable soils

on outwash plains, lake plains, and moraines. These soils formed in sandy material.

Slopes range from 1 to 50 percent.

Typical pedon of Rubicon sand, 2,500 feet south of the center of sec. 17, T. 50 N., R.

34 W., Baraga Township, Baraga County, Michigan:

A—0 to 2 inches; very dark gray (5YR 3/1) sand, dark gray (10YR 4/1) dry; weak

medium granular structure; very friable; many roots; very strongly acid; clear

irregular boundary.

E—2 to 7 inches; brown (7.5YR 5/2) sand; weak fine subangular blocky structure; very

friable; many roots; very strongly acid; clear wavy boundary.

Bs1—7 to 9 inches; reddish brown (5YR 4/4) sand; weak fine subangular blocky

structure; very friable; many roots; strongly acid; abrupt irregular boundary.

Bs2—9 to 13 inches; yellowish red (5YR 4/6) sand; weak fine subangular blocky

structure parting to weak fine granular; very friable; common roots; moderately

acid; clear irregular boundary.

BC—13 to 26 inches; strong brown (7.5YR 5/6) sand; single grain; loose; few roots;

moderately acid; clear wavy boundary.

C—26 to 60 inches; brown (7.5YR 5/4) sand; single grain; loose; moderately acid.

Sabattis Series

The Sabattis series consists of very deep, very poorly drained soils on till plains.

These soils formed in loamy deposits. Permeability is moderate in the surface layer

and subsoil and moderately slow or moderate in the substratum. Slopes range from 0

to 4 percent.

Typical pedon of Sabattis very cobbly muck, in an area of Gratiot-Sabattis complex,

12 to 50 percent slopes, on a northwest-facing slope of 44 percent in a forested area

at an elevation of 1,160 feet; 1,180 feet east and 200 feet north of the southwest

corner of sec. 25, T. 58 N., R. 31 W., Houghton Township, Keweenaw County, Michigan;

USGS Eagle Harbor 7.5-minute topographic quadrangle; lat. 47 degrees 23 minutes

14.75 seconds N. and long. 88 degrees 11 minutes 21.95 seconds W.

Oa—0 to 8 inches; black (7.5YR 2.5/1) very cobbly muck, very dark brown (7.5YR 2.5/

2) dry; 2 percent fiber rubbed; weak fine granular structure; very friable; many very

fine to coarse roots; 15 percent gravel, 25 percent cobbles, and 5 percent stones;

slightly acid; clear wavy boundary.

A—8 to 12 inches; black (7.5YR 2.5/1) very cobbly very fine sandy loam, very dark

brown (7.5YR 2.5/2) dry; weak medium subangular blocky structure parting to

weak fine granular; very friable; many very fine to coarse roots; 15 percent gravel,

25 percent cobbles, and 5 percent stones; slightly acid; gradual wavy boundary.

Bg—12 to 17 inches; dark grayish brown (2.5Y 4/2) cobbly very fine sandy loam; weak

medium subangular blocky structure; friable; few very fine and fine roots; many

medium faint dark gray (2.5Y 4/1) iron depletions and many medium distinct olive

brown (2.5Y 4/4) masses of iron accumulation; 10 percent gravel, 5 percent

cobbles, and 2 percent stones; slightly acid; gradual wavy boundary.

C1—17 to 26 inches; brown (10YR 4/3) cobbly very fine sandy loam; massive; friable;

many medium faint dark grayish brown (10YR 4/2) iron depletions and many

medium distinct olive brown (2.5Y 4/4) masses of iron accumulation; 10 percent

gravel, 5 percent cobbles, and 2 percent stones; neutral; clear wavy boundary.

C2—26 to 32 inches; brown (10YR 5/3) cobbly very fine sandy loam; massive; friable;

many medium distinct olive brown (2.5Y 4/4) masses of iron accumulation; 10
Keweenaw County Area, Michigan 183

percent gravel, 5 percent cobbles, and 2 percent stones; moderately alkaline; clear

smooth boundary.

2C3—32 to 37 inches; brown (7.5YR 4/3) cobbly fine sandy loam; massive; friable;

common fine faint brown (7.5Y 4/4) masses of iron accumulation; 20 percent

gravel, 10 percent cobbles, and 3 percent stones; moderately alkaline; clear

smooth boundary.

2C4—37 to 80 inches; dark grayish brown (10YR 4/2) very cobbly sandy loam;

massive; friable; 20 percent gravel, 20 percent cobbles, and 5 percent stones;

moderately alkaline.

Shelldrake Series

The Shelldrake series consists of very deep, excessively drained, very rapidly

permeable soils on beach ridges and dunes. These soils formed in sandy beach

deposits. Slopes range from 0 to 8 percent.

Typical pedon of Shelldrake sand, 4,200 feet south and 400 feet west of the

northeast corner of sec. 34, T. 58 N., R. 29 W.; Grant Township, Keweenaw County,

Michigan; USGS Big Bay topographic quadrangle; lat. 47 degrees 02 minutes 34.64

seconds N. and long. 87 degrees 57 minutes 56.15 seconds W.

Oe—0 to 1 inch; black (7.5YR 2.5/1), partially decomposed forest litter.

E—1 to 6 inches; brown (7.5YR 5/2) sand, pinkish gray (7.5YR 7/2) dry; weak medium

subangular blocky structure; very friable; many very fine to coarse roots; strongly

acid; clear smooth boundary.

Bw—6 to 13 inches; light brown (7.5YR 6/4) sand; weak medium subangular blocky

structure; very friable; many very fine to coarse roots; strongly acid; gradual

smooth boundary.

BC—13 to 23 inches; very pale brown (10YR 6/3) sand; single grain; loose; common

very fine to medium roots; moderately acid; gradual smooth boundary.

C—23 to 80 inches; pale brown (10YR 7/3) sand; single grain; loose; few very fine to

medium roots; moderately acid.

Skandia Series

The Skandia series consists of very poorly drained soils in depressions and

drainageways on sandstone benches. These soils formed in organic deposits overlying

sandstone bedrock. Permeability is moderate or moderately rapid in the organic

material. Slopes range from 0 to 2 percent.

Typical pedon of Skandia mucky peat, 330 feet south and 2,475 feet east of the

northwest corner of sec. 20, T. 51 N., R. 26 W., Powell Township, Marquette County,

Michigan:

Oe—0 to 4 inches; mucky peat, dark grayish brown (10YR 4/2) broken face and

pressed, very dark grayish brown (10YR 3/2) rubbed; about 80 percent fiber, 40

percent rubbed; weak medium platy structure; primarily sphagnum moss fibers;

many very fine to coarse roots; extremely acid; clear smooth boundary.

Oa—4 to 26 inches; muck, black (10YR 2/1) broken face, rubbed, and pressed; about

10 percent fiber, 2 percent rubbed; weak medium subangular blocky structure;

primarily herbaceous fibers; many very fine to coarse roots; extremely acid; abrupt

smooth boundary.

2Cr—26 to 31 inches; dark reddish brown (2.5YR 3/4), weathered sandstone bedrock;

massive; firm; extremely acid; clear wavy boundary.

2R—31 inches; dusky red (2.5YR 3/2) sandstone bedrock.
184 Soil Survey of

Skanee Series

The Skanee series consists of very deep, somewhat poorly drained soils on till

plains. These soils formed in loamy and sandy glacial till. They have a fragipan.

Permeability is moderate in the upper part of the subsoil, very slow in the fragipan, and

moderate in the underlying material. Slopes range from 0 to 6 percent.

Typical pedon of Skanee fine sandy loam (fig. 21), 2,700 feet west and 100 feet

south of the northeast corner of sec. 34, T. 52 N., R. 36 W., Elm River Township,

Houghton County, Michigan:

Oa—0 to 2 inches; black (N 2/0), well decomposed leaf litter; many roots; abrupt

smooth boundary.

E—2 to 8 inches; pinkish gray (5YR 6/2) fine sandy loam; few fine faint reddish gray

(5YR 5/2) masses of iron accumulation; moderate medium subangular blocky

structure; friable; few roots; about 3 percent gravel; very strongly acid; abrupt

smooth boundary.

Bhs—8 to 14 inches; dark reddish brown (5YR 3/3) fine sandy loam; few medium faint

dark reddish brown (5YR 3/4) masses of iron accumulation; moderate medium

subangular blocky structure; friable; few roots; about 3 percent gravel; very

strongly acid; abrupt smooth boundary.

E/Bx—14 to 31 inches; about 60 percent reddish brown (5YR 5/3) fine sandy loam (E);

few fine distinct yellowish red (5YR 5/6) masses of iron accumulation; surrounding

peds of reddish brown (5YR 4/4) fine sandy loam (Bt); massive; very firm; common

clay films on faces of peds; about 3 percent gravel; strongly acid; clear smooth

boundary.

Bt—31 to 42 inches; reddish brown (2.5YR 4/4) sandy clay loam; massive; friable;

common clay films on faces of peds; about 3 percent gravel; moderately acid; clear

smooth boundary.

C—42 to 60 inches; reddish brown (2.5YR 4/4) sandy loam; massive; friable; about 3

percent gravel; moderately acid.

Sturgeon Series

The Sturgeon series consists of deep, somewhat poorly drained soils on flood

plains. These soils formed in silty and sandy alluvium. Permeability is moderate in the

upper part of the profile and rapid in the lower part. Slopes are 0 to 1 percent.

Typical pedon of Sturgeon silt loam, 460 feet east and 300 feet north of the

southwest corner of sec. 2, T. 51 N., R. 34 W., Baraga Township, Baraga County,

Michigan:

Ap—0 to 8 inches; reddish brown (5YR 4/3) silt loam, pink (5YR 7/3) dry; moderate

fine granular structure; friable; many roots; moderately acid; abrupt smooth

boundary.

C1—8 to 18 inches; reddish brown (5YR 4/3) silt loam; common fine faint strong brown

(7.5YR 5/6) masses of iron accumulation; moderate fine and medium granular

structure; friable; common roots; moderately acid; abrupt smooth boundary.

C2—18 to 24 inches; reddish brown (5YR 4/4) silt loam; few fine faint yellowish red

(5YR 4/6) masses of iron accumulation; moderate fine and medium granular

structure; friable; common roots; moderately acid; abrupt smooth boundary.

C3—24 to 30 inches; reddish brown (5YR 5/3) silt loam; many fine distinct yellowish

red (5YR 5/8) masses of iron accumulation; weak fine subangular blocky structure;

friable; moderately acid; abrupt smooth boundary.

C4—30 to 60 inches; brown (7.5YR 5/4) fine sand; massive; friable; moderately acid.
Keweenaw County Area, Michigan 185

Tawas Series

The Tawas series consists of very deep, very poorly drained soils in depressions

and drainageways on outwash plains, till-floored lake plains, ground moraines,

disintegration moraines, and bedrock-controlled moraines. These soils formed in

organic deposits overlying sandy outwash. Permeability is moderately rapid to

moderately slow in the organic part of the profile and rapid in the sandy part. Slopes

range from 0 to 4 percent.

Typical pedon of Tawas muck, 1,650 feet south and 1,950 feet west of the northeast

corner of sec. 7, T. 47 N., R. 25 W., Sands Township, Marquette County, Michigan; lat.

Figure 21.—Typical profile of a Skanee soil. The B horizon has mottled

colors, indicating a seasonal high water table. Depth is marked in

inches.
186 Soil Survey of

46 degrees 29 minutes 15.41 seconds N. and long. 87 degrees 28 minutes 38.46

seconds W.

Oa1—0 to 6 inches; muck, black (N 2.5/0) broken face and rubbed; about 5 percent

fiber, less than 1 percent rubbed; moderate fine granular structure; many very fine

to coarse roots; moderately acid; gradual smooth boundary.

Oa2—6 to 15 inches; muck, black (10YR 2/1) broken face and rubbed; about 25

percent fiber, 5 percent rubbed; weak thin platy structure; moderately acid; clear

smooth boundary.

Oa3—15 to 25 inches; muck, black (10YR 2/1) broken face and rubbed; about 90

percent fiber, 15 percent rubbed; weak medium platy structure; moderately acid;

abrupt smooth boundary.

Cg—25 to 80 inches; grayish brown (10YR 5/2) sand; single grain; loose; neutral.

Trimountain Series

The Trimountain series consists of very deep, well drained soils on ground moraines

and end moraines. These soils formed in a loamy mantle over gravelly, loamy, and

sandy glacial till. They have a fragipan. Permeability is moderate in the upper part of

the profile, very slow in the fragipan, and moderate or moderately rapid in the lower

part. Slopes range from 15 to 60 percent.

Typical pedon of Trimountain cobbly fine sandy loam, 1,850 feet west and 1,850 feet

north of the southeast corner of sec. 24, T. 54 N., R. 35 W., Adams Township,

Houghton County, Michigan:

Oa—0 to 1 inch; black (N 2/0), decomposed forest litter; many fine and medium roots;

clear wavy boundary.

E—1 to 5 inches; dark reddish gray (5YR 4/2) cobbly fine sandy loam; weak fine

subangular blocky structure; very friable; many roots; about percent gravel and 11

percent cobbles; extremely acid; clear wavy boundary.

Bhs—5 to 11 inches; dark reddish brown (5YR 3/3) fine sandy loam; moderate

medium subangular blocky structure; very friable; many roots; about 8 percent

gravel and 2 percent cobbles; very strongly acid; clear wavy boundary.

Bs—11 to 27 inches; reddish brown (5YR 4/4) gravelly fine sandy loam; moderate

medium subangular blocky structure; friable; common fine and medium and few

coarse roots; about 18 percent gravel and 2 percent cobbles; very strongly acid;

clear wavy boundary.

2E/Bx—27 to 34 inches; about 60 percent reddish brown (5YR 5/3) gravelly loamy

sand (E); surrounding peds of reddish brown (2.5YR 4/4) gravelly fine sandy loam

(Bt); weak thin platy structure; very firm; few roots; common fine vesicular pores;

few faint reddish brown (5YR 4/4) clay films in pores and root channels; about 17

percent gravel and 6 percent cobbles; very strongly acid; clear wavy boundary.

2Btx—34 to 46 inches; reddish brown (5YR 4/4) gravelly loamy sand; massive; very

firm; few very fine vesicular pores; few faint reddish brown (5YR 4/3) clay films in

pores; about 30 percent gravel and 3 percent cobbles; very strongly acid; gradual

wavy boundary.

2C1—46 to 56 inches; reddish brown (5YR 4/4) gravelly fine sand; massive; firm;

about 17 percent gravel and 3 percent cobbles; strongly acid; clear wavy

boundary.

3C2—56 to 80 inches; reddish brown (5YR 4/4) extremely gravelly coarse sand;

massive; friable; about 65 percent gravel and 3 percent cobbles; strongly acid.
Keweenaw County Area, Michigan 187

Waiska Series

The Waiska series consists of excessively drained soils on glacial lake benches,

stream terraces, and outwash plains. These soils formed in gravelly and sandy

material. Permeability is very rapid. Slopes range from 0 to 60 percent.

Typical pedon of Waiska sand (fig. 22), on a convex slope of 5 percent in a forested

area, 2,475 feet south and 165 feet east of the northwest corner of sec. 33, T. 51 N., R.

31 W., Arvon Township, Baraga County, Michigan:

Oe—0 to 1 inch; dark reddish brown (5YR 2/2), partially decomposed leaf litter; weak

fine granular structure; very friable; many roots; strongly acid; abrupt smooth

boundary.

E—1 to 4 inches; brown (7.5YR 4/2) sand; weak fine granular structure; very friable;

many roots; about 5 percent gravel; strongly acid; abrupt smooth boundary.

Bhs—4 to 8 inches; dark reddish brown (5YR 3/3) gravelly sand; weak fine subangular

blocky structure parting to single grain; very friable to loose; many roots; about 15

percent gravel; strongly acid; abrupt smooth boundary.

Bs1—8 to 11 inches; brown (7.5YR 4/4) gravelly sand; single grain; loose; common

roots; about 20 percent gravel; strongly acid; clear smooth boundary.

Bs2—11 to 18 inches; strong brown (7.5YR 4/6) very gravelly sand; single grain; loose;

few roots; about 50 percent gravel; strongly acid; gradual smooth boundary.

BC—18 to 35 inches; strong brown (7.5YR 5/6) very gravelly sand; single grain; loose;

few roots; about 50 percent gravel; strongly acid; clear smooth boundary.

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

very gravelly sand with strata of coarse sand; single grain; loose; about 50 percent

gravel; strongly acid.

Wallace Series

The Wallace series consists of very deep, well drained soils on dunes and outwash

plains. These soils formed in sandy sediments. Permeability is moderate or moderately

rapid in the part of the profile that contains ortstein and rapid in other parts of the

profile. Slopes range from 1 to 50 percent.

Typical pedon of Wallace sand (fig. 23), 300 feet west and 1,630 feet south of the

northeast corner of sec. 30, T. 58 N., R. 27 W., Grant Township, Keweenaw County,

Michigan:

Oa—0 to 1.5 inches; reddish black (2.5YR 2.5/1), well decomposed forest litter.

Oe—1.5 to 4 inches; very dusky red (2.5YR 2.5/2), well decomposed forest litter.

A—4 to 5 inches; black (7.5YR 2.5/1) sand, very dark brown (7.5YR 2.5/2); weak fine

granular structure; very friable; many very fine to coarse roots; very strongly acid;

clear broken boundary.

E1—5 to 19 inches; pinkish gray (7.5YR 6/2) sand, pinkish white (7.5YR 8/2) dry;

weak fine granular structure; very friable; many very fine to coarse roots; very

strongly acid; abrupt irregular boundary.

E2—19 to 22 inches; light brown (7.5YR 6/3) sand, pinkish gray (7.5YR 7/2) dry; weak

fine granular structure; very friable; many fine and few coarse roots; very strongly

acid; abrupt broken boundary.

Bhsm1—22 to 28 inches; dark reddish brown (2.5YR 2.5/2) sand; strong very coarse

subangular blocky structure; rigid; few fine roots; dark reddish brown (2.5YR 2.5/2)

very strongly cemented ortstein occupies 97 percent of the horizon; very strongly

acid; abrupt irregular boundary.
188 Soil Survey of

Bhsm2—28 to 31 inches; dark reddish brown (2.5YR 3/2) sand; strong very coarse

subangular blocky structure; slightly rigid; few very fine roots; dark reddish brown

(2.5YR 2.5/2) very strongly cemented ortstein occupies 90 percent of the horizon;

very strongly acid; abrupt broken boundary.

Bsm—31 to 37 inches; brown (7.5YR 4/4) sand; strong very coarse subangular blocky

structure; rigid; few fine roots; brown (7.5YR 4/4) very strongly cemented ortstein

occupies 99 percent of the horizon; very strongly acid; clear irregular boundary.

Bs1—37 to 52 inches; strong brown (7.5YR 4/6) sand; strong very coarse subangular

blocky structure; firm; few fine and medium roots; dark reddish brown (5YR 3/3)

strongly cemented ortstein occupies 74 percent of the horizon (12 percent of the

horizon occurs as columns of ortstein extending from the Bhsm1 horizon into the

Bs1 horizon); very strongly acid; clear irregular boundary.

Figure 22.—Typical profile of a Waiska soil. The B horizon has a large

amount of gravel and stones. Depth is marked in inches.
Keweenaw County Area, Michigan 189

Bs2—52 to 62 inches; strong brown (7.5YR 4/6) sand; moderate coarse subangular

blocky structure; firm; few very fine to medium roots; dark brown (7.5YR 3/4)

strongly cemented ortstein occupies 49 percent of the horizon (8 percent of the

horizon occurs as columns of ortstein extending from the Bhsm2 horizon into the

Bs2 horizon); very strongly acid; clear wavy boundary.

BC—62 to 74 inches; dark yellowish brown (10YR 4/6) sand; weak medium

subangular blocky structure; very friable; strongly acid; clear wavy boundary.

C—74 to 80 inches; yellowish brown (10YR 5/6) sand; single grain; loose; strongly

acid.

Figure 23.—Typical profile of a Wallace soil. The dark layer below the

white E horizon consists of ortstein cementation. Depth is marked in

inches.
190 Soil Survey of

Yalmer Series

The Yalmer series consists of deep, moderately well drained soils on till plains and

moraines. These soils formed in sandy and loamy glacial till. They have a fragipan.

Permeability is rapid in the upper part of the subsoil, slow in the fragipan, and

moderate in the substratum. Slopes range from 1 to 35 percent.

Typical pedon of Yalmer loamy sand, 1,300 feet north and 100 feet west of the

center of sec. 32, T. 50 N., R. 33 W., L’Anse Township, Baraga County, Michigan:

Oe—0 to 1 inch; dark reddish brown (5YR 3/2), partially decomposed forest litter.

A—1 to 3 inches; black (5YR 2/1) loamy sand, dark gray (5YR 4/1) dry; weak fine

granular structure; very friable; many roots; about 3 percent pebbles; extremely

acid; abrupt smooth boundary.

E—3 to 8 inches; reddish gray (5YR 5/2) loamy sand; weak medium and fine

subangular blocky structure; very friable; common roots; about 3 percent pebbles;

extremely acid; abrupt wavy boundary.

Bhs—8 to 11 inches; dark reddish brown (5YR 3/3) sand; weak fine subangular blocky

structure; very friable; many roots; about 40 percent ortstein; about 3 percent

pebbles; extremely acid; abrupt irregular boundary.

Bs1—11 to 15 inches; yellowish red (5YR 4/6) fine sand; weak fine subangular blocky

structure; very friable; few roots; about 40 percent ortstein; about 3 percent

pebbles; extremely acid; clear wavy boundary.

Bs2—15 to 24 inches; yellowish red (5YR 5/6) fine sand; weak fine subangular blocky

structure; very friable; few roots; about 6 percent pebbles; very strongly acid;

abrupt wavy boundary.

2E/Bx—24 to 29 inches; about 70 percent reddish gray (5YR 5/2) loamy fine sand (E)

surrounding peds of dark reddish brown (2.5YR 3/4) fine sandy loam (Bt);

common medium distinct strong brown (7.5YR 5/6) masses of iron accumulation;

weak medium subangular blocky structure; firm; few roots; many pores; about 10

percent pebbles; very strongly acid; clear broken boundary.

2B/Ex—29 to 40 inches; about 65 percent dark reddish brown (2.5YR 3/4) fine sandy

loam (Bt); reddish gray (5YR 5/2) loamy fine sand (E); weak very coarse

subangular blocky structure; very firm; about 10 percent pebbles; many pores;

dusky red (2.5YR 3/2) clay flows in pores and on faces of peds; very strongly acid;

gradual wavy boundary.

2Bt—40 to 66 inches; reddish brown (2.5YR 4/4) fine sandy loam; moderate medium

platy structure parting to weak medium subangular blocky; firm; about 5 percent

pebbles; many pores; dark red (2.5YR 3/6) clay flows on faces of peds; strongly

acid; clear wavy boundary.

2C—66 to 70 inches; reddish brown (2.5YR 4/4) fine sandy loam; weak medium

subangular blocky structure; friable; about 15 percent pebbles; moderately acid.

Zeba Series

The Zeba series consists of moderately deep, somewhat poorly drained,

moderately permeable soils on till plains and sandstone benches. These soils formed

in loamy and sandy glacial till over sandstone bedrock. Slopes range from 0 to 3

percent.

Typical pedon of Zeba sandy loam, 1,450 feet north and 150 feet east of the

southwest corner of sec. 31, T. 52 N., R. 31 W., Arvon Township, Baraga County,

Michigan:

A—0 to 2 inches; very dark gray (10YR 3/1) sandy loam, light gray (10YR 7/1) dry;

moderate medium granular structure; friable; many roots; very strongly acid;

abrupt smooth boundary.
Keweenaw County Area, Michigan 191

E—2 to 5 inches; grayish brown (10YR 5/2) sandy loam; few fine distinct dark

yellowish brown 10YR 4/6) and common medium distinct yellowish brown (10YR

5/6) masses of iron accumulation; moderate medium subangular blocky structure;

friable; common roots; very strongly acid; clear smooth boundary.

Bs—5 to 13 inches; dark brown (7.5YR 4/4) fine sandy loam; few fine distinct yellowish

red (5YR 5/8) masses of iron accumulation; moderate medium subangular blocky

structure; friable; common roots; about 5 percent pebbles; moderately acid; clear

smooth boundary.

E ́—13 to 21 inches; reddish brown (5YR 5/3) sandy loam; many medium distinct

yellowish red (5YR 5/8) masses of iron accumulation; moderate medium

subangular blocky structure; friable; few roots; about 5 percent pebbles;

moderately acid; clear smooth boundary.

B/E—21 to 33 inches; reddish brown (2.5YR 4/4) sandy loam (Bt) and reddish gray

(5YR 5/2) loamy sand (E); common medium distinct yellowish red (5YR 5/6)

masses of iron accumulation; weak coarse subangular blocky structure; firm;

common pores; few clay flows on faces of peds; about 5 percent pebbles; strongly

acid; abrupt smooth boundary.

2R—33 inches; sandstone bedrock.

193

This section describes the factors of soil formation and relates them to the soils in

the survey area. It also describes the processes of soil formation.

Factors of Soil Formation

Soil forms through the interaction of five major factors. These are the physical,

chemical, and mineral composition of the parent material; the climate under which the

soil material has accumulated and has existed since accumulation; the plant and

animal life on and in the soil; the relief, or topography; and the length of time that the

processes of soil formation have acted on the parent material (Jenny, 1941).

Climate and plant and animal life are the active forces of soil formation. They slowly

change the parent material into a natural body of soil that has genetically related

layers, called horizons. The effects of climate and plant and animal life are conditioned

by relief. The nature of the parent material affects the kind of soil profile that is formed

and in extreme cases determines it almost entirely. Finally, time changes the parent

material into a soil. Generally, a long time is required for the formation of distinct

horizons.

The factors of soil formation are so closely interrelated in their effects on the soil hat

few generalizations can be made about the effect of any one factor unless conditions

are specified for the other four. Many of the processes of soil formation are unknown.

Parent Material

Parent material is the unconsolidated mass in which a soil forms. The parent

material of the soils in Keweenaw County was deposited by glaciers or by meltwater

from the glaciers. Some of this material was subsequently reworked by water and

wind. The glaciers covered the county about 12,000 years ago. Parent material

determines the chemical and mineralogical composition of the soil. Although the soils

in the county have parent material of common glacial origin, the properties of the

parent material vary greatly, sometimes within a small area, depending on how the

material was deposited. The dominant parent materials in Keweenaw County were

deposited as bedrock-controlled till, outwash material, lake sediment, alluvium, or

organic material.

Glacial till is material that was deposited directly by glaciers with a minimum of

water action. It consists of a mixture of particles of different sizes. The small pebbles in

till have sharp corners, indicating that they have not been worn by water. The till in

Keweenaw County generally is calcareous loamy sand, sandy loam, and loam.

Trimountain soils formed in till. Typically, they are coarse-loamy and have moderately

strongly developed structure.

Outwash material was deposited by running water from melting glaciers. The size of

the particles that make up outwash material depends on the speed of the water that

carried them. When the water slows down, the coarser particles are deposited. The

finer particles, such as very fine sand, silt, and clay, are carried by slowly moving

water. Outwash deposits generally consist of layers of particles of similar size, such as

Formation of the Soils
194 Soil Survey of

sand, coarse sand, and gravel. Waiska soils are examples of soils that formed in

outwash material.

Lake sediment is material that settled from still or slowly moving, deep lake water

and from shallow, high-energy water near shorelines. Lake sediments are well sorted,

and the size of the particles depends on the speed of the water that suspends them.

Deford soils are examples of sandy soils that formed in parent material deposited in

sandbars on a shallow lake bottom. Deer Park soils are examples of sandy soils that

formed in dune material deposited on a lake shoreline.

Alluvial material has been deposited by floodwater of present streams in recent

time. The texture of this material depends on the speed of the water that deposited the

material. Arnheim soils are alluvial soils.

Organic material is made up of plant remains. After the glaciers receded from the

area, water was left standing in depressions on outwash plains, flood plains, and till

plains. Grasses and sedges that grew around the edge of these depressions died.

Because of the wetness, when the plants died their remains did not decompose but

accumulated around the edge of the depressions. Later, water-tolerant trees grew in

these areas. As these trees died, their residue became part of the organic

accumulation. Consequently, the depressions were eventually filled with organic

material and developed into areas of muck. Lupton soils are examples of soils that

formed in organic material.

Plant and Animal life

Green plants have been the principal organism influencing the soils in Keweenaw

County. Bacteria, fungi, earthworms, and humans also have been important. The chief

contribution of plant and animal life is the addition of organic matter and nitrogen to the

soil. The kind of organic matter on and in the soil depends on the kinds of plants that

grew on the soil. The residue of these plants accumulates on the surface of the soil. It

decays and eventually becomes organic matter. Plant roots provide channels for the

downward movement of water through the soil and add organic matter to the soil as

they decay. Bacteria in the soil help to break down the organic material into a form that

can be used by plants.

The vegetation in Keweenaw County was a mixture of coniferous and deciduous

forest. Differences in natural soil drainage and changes in parent material affect the

composition of forests.

In general, the well drained upland soils, such as Rubicon and Croswell soils, were

covered with red oak and white pine. Trimountain and Lac La Belle soils were covered

with sugar maple and red maple. The very poorly drained soils were covered with

cedar, black spruce, and tamarack. Dawson and Loxley soils, which formed under wet

conditions, contain a considerable amount of organic matter.

Climate

Climate is important in the formation of soils. It determines the kind of plant and

animal life on and in the soil and determines the amount of water available for the

weathering of minerals and the transporting of soil materials. Through its influence on

soil temperature, climate determines the rate of chemical reactions in the soil. These

climatic influences generally affect areas larger than a county.

The climate in Keweenaw County is cool and humid. Presumably, it is similar to the

climate under which the soils formed. The soils in Keweenaw County differ from soils

that formed in a dry, warm climate or from those that formed in a moist, hot climate.

Climate is uniform throughout the county, but its effect is modified locally by the

proximity to Lake Superior. The minor differences in the soils in Keweenaw County are

partially the result of climatic differences.
Keweenaw County Area, Michigan 195

Relief

Relief, or topography, has had a marked influence on the formation of the soils in

Keweenaw County through its influence on natural drainage, erosion, plant cover, and

soil temperature. Slopes in the county range from 0 to 90 percent. Natural drainage

classes range from excessively drained on hilltops to very poorly drained in

depressions.

Relief influences the formation of soil by affecting runoff and drainage. Drainage in

turn, through its effect on aeration of the soil, determines the color of the soil. Runoff is

most rapid on the steeper slopes, but in low areas, water can be temporarily ponded.

Water and air move freely through well drained soils but slowly through very poorly

drained soils. In soils that are well aerated, the iron and aluminum compounds that

give most soils their color are brightly colored and are oxidized. Poorly aerated soils

are dull gray and mottled. Waiska soils are examples of well drained, well aerated

soils; Deford and Kinross soils are examples of very poorly drained, poorly aerated

soils. All of these soils formed in similar parent material.

Time

Generally, a long time is required for the development of distinct horizons in a soil.

The differences in the length of time that the parent material has been in place are

commonly reflected in the degree of development of the soil profile. Some soils form

rapidly; others form slowly.

The soils in Keweenaw County range from young to mature. The glacial deposits in

which many of the soils formed have been exposed to soil-forming factors long enough

for distinct horizons to develop. Some soils that formed in recent alluvial sediments

have not been in place long enough for the development of distinct horizons. Pelkie

soils, which formed in alluvial materials, are young soils. Gratiot soils show the effects

of leaching of lime from the soil, which has taken place over a long period of time.

Processes of Soil Formation

The process responsible for the development of the soil horizons from

unconsolidated parent material is referred to as soil genesis. Soil morphology

describes the physical, chemical, and biological properties of these horizons.

Several processes were involved in the development of soil horizons in Keweenaw

County. These processes include the accumulation of organic matter; the leaching of

lime (calcium carbonate) and other bases; the reduction and transfer of iron; and the

formation and translocation of clay minerals. In most soils, more than one of these

processes have been active in the development of horizons.

Organic material accumulates at the surface to form an A horizon. If the soil is

plowed, the surface horizon is mixed into a plow layer, or Ap horizon. In the soils of

Keweenaw County, the content of organic matter in the surface layer ranges from very

high to low. For example, Deford soils have a very high content of organic matter in the

surface layer; Pelkie soils have a low content of organic matter.

Leaching of carbonates and other bases has occurred in most of the soils. Soil

scientists generally agree that leaching of bases in soils precedes the translocation of

clay minerals. Many of the soils in Keweenaw County are moderately or strongly

leached. Gratiot soils are leached of carbonates to a depth of 30 to 40 inches.

Munising soils are leached to a depth of more than 80 inches. The variation in the

depth of leaching is a result of time, relief, and parent material.

The reduction and transfer of iron, a process called gleying, is evident in the

somewhat poorly drained, poorly drained, and very poorly drained soils. The gray or

dull color in the subsoil indicates the reduction and loss of iron.
196

Translocation of clay minerals has contributed to horizon development. An eluviated,

or leached, E horizon above an illuviated B horizon has a lower content of clay than

the B horizon and typically is lighter in color. The B horizon typically has an

accumulation of clay and clay films in pores and on the faces of peds. The soils

displaying this translocation of clay were probably leached of carbonates and soluble

salts to a considerable extent before the translocation of clay took place. Leaching of

bases and translocation of clays are among the more important processes in horizon

differentiation. Skanee soils are characterized by translocated clay, in the form of clay

films, that has accumulated in the B horizon.

In some soils, iron, aluminum, and humus have moved from the surface layer to the

B horizon. The B horizon in such soils commonly is dark brown or dark reddish brown.

Wallace, Borgstrom, and Garlic soils are examples of soils in which translocated iron,

aluminum, and humus have affected the B horizon.
197

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Standard specifications for transportation materials and methods of sampling and

testing. 24th edition.

American Society for Testing and Materials (ASTM). 2005. Standard classification of

soils for engineering purposes. ASTM Standard D2487-00.

Coffman, M.S., E. Alyanak, J. Kotar, and J.E. Ferris. 1983. Habitat classification system

field guide—Northern Lake States Region, for Upper Peninsula of Michigan and

northeast Wisconsin. Michigan Technological University, Department of Forestry.

Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands

and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/

OBS-79/31.

Federal Register. July 13, 1994. Changes in hydric soils of the United States.

Federal Register. September 18, 2002. Hydric soils of the United States.

Hurt, G.W., P.M. Whited, and R.F. Pringle, editors. Version 5.0, 2002. Field indicators of

hydric soils in the United States.

Jenny, Hans. 1941. Factors of soil formation.

Kelley, R.W. 1968. Bedrock of Michigan. Michigan Department of Natural Resources,

Geological Survey Division.

Martin, Helen M. 1936. Centennial geological map of the Northern Peninsula of

Michigan. Michigan Department of Conservation, Geological Survey Division

Publication 39.

Michigan State University, Departments of Crop and Soil Sciences and Horticulture.

1985. Fertilizer recommendations for vegetables and field crops in Michigan. Extension

Bulletin E-550.

Mokma, D.L. 1982. Soil management units and land use planning. Michigan State

University, Extension Bulletin E-1262.

National Research Council. 1995. Wetlands: Characteristics and boundaries.

Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S.

Department of Agriculture Handbook 18. http://soils.usda.gov/technical/

References
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Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making

and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service.

U.S. Department of Agriculture Handbook 436.

Soil Survey Staff. 2003. Keys to soil taxonomy. 9th edition. U.S. Department of

Agriculture, Natural Resources Conservation Service.

Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and

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199

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.

Area reclaim (in tables). An area difficult to reclaim after the removal of soil for

construction and other uses. Revegetation and erosion control are extremely

difficult.

Argillic horizon. A subsoil horizon characterized by an accumulation of illuvial clay.

Aspect. The direction in which a slope faces.

Association, soil. A group of soils or miscellaneous areas geographically associated

in a characteristic repeating pattern and defined and delineated as a single map

unit.

Available water capacity (available moisture capacity). The capacity of soils to hold

water available for use by most plants. It is commonly defined as the difference

between the amount of soil water at field moisture capacity and the amount at

wilting point. It is commonly expressed as inches of water per inch of soil. The

capacity, in inches, in a 60-inch profile or to a limiting layer is expressed as:

Very low ......................................................................... 0 to 3

Low ................................................................................. 3 to 6

Moderate ........................................................................ 6 to 9

High ..............................................................................9 to 12

Very high ........................................................... more than 12

Base saturation. The degree to which material having cation-exchange properties is

saturated with exchangeable bases (sum of Ca, Mg, Na, and K), expressed as a

percentage of the total cation-exchange capacity.

Bedrock. The solid rock that underlies the soil and other unconsolidated material or

that is exposed at the surface.

Blowout. A shallow depression from which all or most of the soil material has been

removed by the wind. 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.

Bottom land. The normal flood plain of a stream, subject to flooding.

Cable yarding. A method of moving felled trees to a nearby central area for transport

to a processing facility. Most cable yarding systems involve use of a drum, a pole,

and wire cables in an arrangement similar to that of a rod and reel used for fishing.

Glossary
200 Soil Survey of

To reduce friction and soil disturbance, felled trees generally are reeled in while

one end is lifted or the entire log is suspended.

Calcareous soil. A soil containing enough calcium carbonate (commonly combined

with magnesium carbonate) to effervesce visibly when treated with cold, dilute

hydrochloric acid.

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.

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.

Clayey textures (in map unit descriptions). Equipment use and other uses are limited

because of the clayey texture in the surface layer and the subsoil.

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.

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.

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.”

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.

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.
Keweenaw County Area, Michigan 201

Cutbanks caving (in map unit descriptions). The walls of excavations tend to cave in

or slough.

Deferred grazing. Postponing grazing or resting grazing land for a prescribed period.

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.

Depth to bedrock (in map unit descriptions). Equipment use and other uses are

limited by the depth to bedrock.

Depth to soft bedrock (in map unit descriptions). Soft bedrock is within a depth of 40

inches.

Dissected slopes (in map unit descriptions). Equipment use and other uses are

limited by the steep side slopes.

Diversion (or diversion terrace). A ridge of earth, generally a terrace, built to protect

downslope areas by diverting runoff from its natural course.

Drainage class (natural). Refers to the frequency and duration of wet periods under

conditions similar to those under which the soil formed. Alterations of the water

regime by human activities, either through drainage or irrigation, are not a

consideration unless they have significantly changed the morphology of the soil.

Seven classes of natural soil drainage are recognized—excessively drained,

somewhat excessively drained, well drained, moderately well drained, somewhat

poorly drained, poorly drained, and very poorly drained. These classes are defined

in the “Soil Survey Manual.”

Drainage, surface. Runoff, or surface flow of water, from an area.

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.

Droughtiness (in map unit descriptions). The soil holds too little water for plants

during dry periods.

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 of till that is being produced or has been

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.

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.

Erodibility (in map unit descriptions). The soil erodes easily as a result of surface

water runoff.

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 (in map unit descriptions). The soil has a potential for erosion during

forestland management activities.

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.
202 Soil Survey of

Excess fines (in tables). Excess silt and clay in the soil. The soil does not provide a

source of gravel or sand for construction purposes.

Excess humus (in map unit descriptions). Equipment use and other uses are limited

because of the large amount of organic material.

Fallow. Cropland left idle in order to restore productivity through accumulation of

moisture. Summer fallow is common in regions of limited rainfall where cereal

grain is grown. The soil is tilled for at least one growing season for weed control

and decomposition of plant residue.

Fast intake (in tables). The rapid movement of water into the soil.

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.

Fill slope. A sloping surface consisting of excavated soil material from a road cut. It

commonly is on the downhill side of the road.

Fine textured soil. Sandy clay, silty clay, or clay.

Flat. A general term for a level or nearly level surface, or a small area of land marked

by little or no relief.

Flood plain. A nearly level alluvial plain that borders a stream and is subject to

flooding unless protected artificially.

Forest cover. All trees and other woody plants (underbrush) covering the ground in a

forest.

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.

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.
Keweenaw County Area, Michigan 203

Ground moraine. An extensive, fairly even layer of till having an uneven or undulating

surface.

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.

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.

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.

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.
204 Soil Survey of

Infiltration. The downward entry of water into the immediate surface of soil or other

material, as contrasted with percolation, which is movement of water through soil

layers or material.

Infiltration 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.

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 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.

Kame. An irregular, short ridge or hill of stratified drift.

Knoll. A small, low, rounded hill rising above adjacent landforms.

Lacustrine deposit. Material deposited in lake water and exposed when the water

level is lowered or the elevation of the land is raised.

Lake plain (geology). A nearly level surface marking the floor of an extinct lake filled

by well sorted, coarse textured to fine textured, stratified sediments.

Lamellae. Thin layers in the soil in which illuviated clay particles have accumulated.

The layers generally form in sandy soils and are commonly irregular or

discontinuous.

Landform. An individual feature of the earth’s surface. Large features include plateaus

and mountains; small features include hills, dunes, kames, and hillslopes.

Landscape. A collection or population of landforms.

Large stones (in map unit descriptions). Rock fragments 3 inches (7.6 centimeters) or

more across. Large stones adversely affect the specified use of the soil. The

content of rock fragments in the surface layer and the subsoil is more than 25

percent.

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.

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.

Low strength. The soil is not strong enough to support loads.

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.

Medium textured soil. Very fine sandy loam, loam, silt loam, or silt.

Mineral soil. Soil that is mainly mineral material and low in organic material. Its bulk

density is more than that of organic soil.

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.
Keweenaw County Area, Michigan 205

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.)

Munsell notation. A designation of color by degrees of three simple variables—hue,

value, and chroma. For example, a notation of 10YR 6/4 is a color with hue of

10YR, value of 6, and chroma of 4.

Neutral soil. A soil having a pH value of 6.6 to 7.3. (See Reaction, soil.)

Nutrient loss (in map unit descriptions). The soil may lose nutrients, fertilizers and

pesticides as a result of either surface water runoff or percolation through the soil.

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 mat. A zone of accumulation of organic material, such as leaves, twigs, and

grasses, in various stages of decomposition. This zone lies above the mineral soil.

It is often described in forest regions and is commonly called duff or forest litter.

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

Ortstein. A hardened mass or layer in the soil in which the cemented material consists

of illuviated compounds of iron and aluminum and organic matter.

Outwash. Gravel, sand, and silt, commonly stratified, deposited by glacial meltwater.

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.

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.

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.
206 Soil Survey of

Percolation. The movement of water through the soil.

Percs slowly (in tables). The slow movement of water through the soil adversely

affects the specified use.

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:

Extremely slow ............................................. 0.0 to 0.01 inch

Very slow .................................................... 0.01 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.

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.

Ponding. Standing water on soils in closed depressions. Unless the soils are

artificially drained, the water can be removed only by percolation or

evapotranspiration.

Poor filter (in tables). Because of rapid or very rapid permeability, the soil may not

adequately filter effluent from a waste disposal system.

Poor filtering capacity (in map unit descriptions). Effluent moves through the soil too

rapidly for adequate filtration or treatment.

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.

Productivity, soil. The capability of a soil for producing a specified plant or sequence

of plants under specific management.

Profile, soil. A vertical section of the soil extending through all its horizons and into

the parent material.

Proper grazing use. Grazing at an intensity that maintains enough cover to protect

the soil and maintain or improve the quantity and quality of the desirable

vegetation. This practice increases the vigor and reproduction capacity of the key

plants and promotes the accumulation of litter and mulch necessary to conserve

soil and water.

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
Keweenaw County Area, Michigan 207

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

Red beds. Sedimentary strata that are mainly red and are made up largely of

sandstone and shale.

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,alpha-dipyridyl, 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.

Relief. The elevations or inequalities of a land surface, considered collectively.

Restrictive feature (in map unit descriptions). The soil has a layer that inhibits the

movement of water and/or roots through the soil. Examples of restrictive features

include bedrock, ortstein, and dense layers.

Rock fragments. Rock or mineral fragments having a diameter of 2 millimeters or

more; for example, pebbles, cobbles, stones, and boulders.

Rock fragments (in map unit descriptions). Equipment use and other uses are limited

because of excess gravel and cobbles within 12 inches of the surface.

Root zone. The part of the soil that can be penetrated by plant roots.

Rooting depth (in tables). Shallow root zone. The soil is shallow over a layer that

greatly restricts 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.

Sand. As a soil separate, individual rock or mineral fragments from 0.05 millimeter to

2.0 millimeters in diameter. Most sand grains consist of quartz. As a soil textural

class, a soil that is 85 percent or more sand and not more than 10 percent clay.

Sandy textures (in map unit descriptions). Equipment use and other uses are limited

because of the sandy surface layer.
208 Soil Survey of

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.

Seasonal wetness (in map unit descriptions). Equipment use and other uses are

limited because the soil has a water table between depths of 6 and 40 inches

during some part of the year.

Seepage (in tables). The movement of water through the soil. Seepage adversely

affects the specified use.

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.

Severe wetness (in map unit descriptions). Equipment use and other uses are limited

because the soil has a water table at or near the surface during some part of the

year.

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.

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.

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.

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. In this

survey, classes for complex slopes are as follows:

Level ................................................................. 0 to 2 percent

Nearly level ...................................................... 0 to 3 percent

Gently undulating ............................................ 0 to 6 percent

Undulating ........................................................ 2 to 6 percent

Gently rolling ................................................. 6 to 12 percent

Rolling ............................................................ 6 to 18 percent

Hilly .............................................................. 12 to 25 percent

Steep ............................................................ 18 to 45 percent

Very steep ........................................... 45 percent and higher

Slope (in tables). Slope is great enough that special practices are required to ensure

satisfactory performance of the soil for a specific use.

Slow refill (in tables). The slow filling of ponds, resulting from restricted permeability in

the soil.

Small stones (in tables). Rock fragments less than 3 inches (7.6 centimeters) in

diameter. Small stones adversely affect the specified use of the soil.

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 rutting (in map unit descriptions). Ruts form easily during the spring and other

wet periods.
Keweenaw County Area, Michigan 209

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.

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).

Subsidence (in map unit descriptions). The settlement of organic soils after they are

drained is more than 24 inches.

Subsoil. Technically, the B horizon; roughly, the part of the solum below plow depth.

Substratum. The part of the soil below the solum.

Subsurface layer. Any surface soil horizon (A, E, AB, or EB) below the surface layer.

Surface boulders (in map unit descriptions). Equipment use and other uses are

limited because of boulders on the 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.

Surface stones (in map unit descriptions). Equipment use and other uses are limited

because of stones on the surface.

Terminal moraine. A belt of thick drift that generally marks the termination of

important glacial advances.

Terrace. An embankment, or ridge, constructed across sloping soils on the contour or

at a slight angle to the contour. The terrace intercepts surface runoff so that water

soaks into the soil or flows slowly to a prepared outlet. A terrace in a field generally

is built so that the field can be farmed. A terrace intended mainly for drainage has

a deep channel that is maintained in permanent sod.

Terrace (geologic). An old alluvial plain, ordinarily flat or undulating, bordering a river,

a lake, or the sea.

Texture, soil. The relative proportions of sand, silt, and clay particles in a mass of soil.

The basic textural classes, in order of increasing proportion of fine particles, are

sand, loamy sand, sandy loam, loam, silt loam, silt, sandy clay loam, clay loam,
210

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 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 till.

Tilth, soil. The physical condition of the soil as related to tillage, seedbed preparation,

seedling emergence, and root penetration.

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.

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.
211

Tables
212 Soil Survey of

Table 1.--Temperature and Precipitation

(Recorded in the period 1971-2000 at Houghton, Michigan)

_______________________________________________________________________________________________________________

 | |

 | Temperature | Precipitation

 | | __________________________________________________________________________________________________

 | | | | 2 years in | | |2 years in 10| |

 | | | | 10 will have-- | | | will have-- | | _______________________ _____________

 Month |Average|Average|Average| | | Average |Average| | | Average |Average

 | daily | daily | | Maximum | Minimum |number of| | Less | More |number of|snowfall

 |maximum|minimum| |temperature|temperature| growing | |than--|than--|days with|

 | | | | higher | lower | degree | | | |0.10 inch|

 | | | | than-- | than-- | days* | | | | or more | _______________________________________________________________________________________________________________

 | oF | oF | oF | oF | oF | Units | In | In | In | | In

 | | | | | | | | | | |

 January----| 21.0 | 8.8 | 14.9 | 40 | -16 | 0 | 4.14 | 2.80| 5.41| 13 | 67.5

 | | | | | | | | | | |

 February---| 23.9 | 10.1 | 17.0 | 47 | -14 | 1 | 2.29 | 1.20| 3.29| 7 | 33.6

 | | | | | | | | | | |

 March------| 32.7 | 18.4 | 25.5 | 57 | -8 | 8 | 2.45 | 1.16| 3.53| 6 | 24.0

 | | | | | | | | | | |

 April------| 46.3 | 30.1 | 38.2 | 77 | 10 | 87 | 1.71 | .97| 2.43| 4 | 7.7

 | | | | | | | | | | |

 May--------| 61.7 | 41.4 | 51.6 | 87 | 26 | 368 | 2.49 | 1.42| 3.56| 5 | 1.1

 | | | | | | | | | | |

 June-------| 70.3 | 50.0 | 60.2 | 91 | 35 | 605 | 2.84 | 1.51| 4.12| 6 | .0

 | | | | | | | | | | |

 July-------| 75.6 | 55.9 | 65.7 | 95 | 43 | 796 | 2.97 | 1.83| 4.03| 5 | .0

 | | | | | | | | | | |

 August-----| 73.3 | 55.5 | 64.4 | 91 | 42 | 757 | 2.75 | 1.52| 3.97| 5 | .0

 | | | | | | | | | | |

 September--| 63.0 | 47.0 | 55.0 | 85 | 30 | 450 | 3.23 | 2.00| 4.36| 7 | .1

 | | | | | | | | | | |

 October----| 51.3 | 37.3 | 44.3 | 75 | 22 | 176 | 2.56 | 1.59| 3.37| 6 | 3.9

 | | | | | | | | | | |

 November---| 36.4 | 25.9 | 31.1 | 61 | 7 | 22 | 2.84 | 1.66| 3.88| 8 | 23.8

 | | | | | | | | | | |

 December---| 25.4 | 14.6 | 20.0 | 44 | -8 | 0 | 3.42 | 1.58| 5.23| 11 | 56.7

 | | | | | | | | | | |

 Yearly: | | | | | | | | | | |

 | | | | | | | | | | |

 Average---| 48.4 | 32.9 | 40.7 | --- | --- | --- | --- | ---| ---| --- | ---

 | | | | | | | | | | |

 Extreme---| 102 | -26 | --- | 96 | -18 | --- | --- | ---| ---| --- | ---

 | | | | | | | | | | |

 Total-----| --- | --- | --- | --- | --- | 3,270 | 33.68 | 27.72| 39.25| 83 | 218.5

 | | | | | | | | | | | _______________________________________________________________________________________________________________

 * A growing degree day is a unit of heat available for plant growth. It can be calculated by adding the

maximum and minimum daily temperatures, dividing the sum by 2, and subtracting the temperature below which

growth is minimal for the principal crops in the area (40 degrees F).
Keweenaw County Area, Michigan 213

Table 2.--Freeze Dates in Spring and Fall

(Recorded in the period 1971-2000 at Houghton, Michigan)

_____________________________________________________________

 |

 | 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 1 | May 12 | May 23

 | | |

 2 years in 10 | | |

 later than-- | Apr. 27 | May 7 | May 18

 | | |

 5 years in 10 | | |

 later than-- | Apr. 17 | Apr. 26 | May 9

 | | |

First freezing | | |

 temperature | | |

 in fall: | | |

 | | |

 1 year in 10 | | |

 earlier than-- | Oct. 15 | Sept. 30 | Sept. 19

 | | |

 2 years in 10 | | |

 earlier than-- | Oct. 20 | Oct. 6 | Sept. 24

 | | |

 5 years in 10 | | |

 earlier than-- | Nov. 1 | Oct. 18 | Oct. 4

 | | | _____________________________________________________________

Table 3.--Growing Season

(Recorded in the period 1971-2000 at Houghton,

 Michigan)

__________________________________________________

 |

 | 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 | 172 | 150 | 131

 | | |

8 years in 10 | 180 | 158 | 137

 | | |

5 years in 10 | 196 | 173 | 147

 | | |

2 years in 10 | 212 | 189 | 158

 | | |

1 year in 10 | 221 | 197 | 163

 | | | __________________________________________________
214 Soil Survey of

Table 4.--Acreage and Proportionate Extent of the Soils

______________________________________________________________________________________________________________________

 | | |

 Map | Soil name | Acres |Percent

symbol | | | ______________________________________________________________________________________________________________________

 | | |

2 |Lupton and Tawas soils, 0 to 1 percent slopes-------------------------------------------| 9,938 | 4.2

3 |Dawson and Loxley soils, 0 to 1 percent slopes------------------------------------------| 2,500 | 1.1

6 |Skandia-Burt complex, 0 to 2 percent slopes---------------------------------------------| 1,637 | 0.7

10 |Cathro-Sabattis complex, 0 to 2 percent slopes, stony-----------------------------------| 2,225 | 0.9

13 |Tawas-Deford complex, 0 to 4 percent slopes---------------------------------------------| 7,172 | 3.0

15B |Dawson-Croswell complex, 0 to 8 percent slopes------------------------------------------| 1,240 | 0.5

20E |Rock outcrop, gently sloping to steep---------------------------------------------------| 98 | *

21G |Rock outcrop-Arcadian complex, 40 to 90 percent slopes, extremely bouldery--------------| 793 | 0.3

39A |Betsy Bay-Burt-Deford complex, 0 to 3 percent slopes------------------------------------| 1,667 | 0.7

47A |Zeba-Jacobsville complex, 0 to 3 percent slopes, stony----------------------------------| 1,551 | 0.7

51C |Arcadian-Nipissing-Rock outcrop complex, dissected, 1 to 12 percent slopes, very stony--| 1,323 | 0.6

51E |Arcadian-Nipissing-Rock outcrop complex, dissected, 8 to 35 percent slopes, very stony--| 4,934 | 2.1

52C |Arcadian-Dishno-Rock outcrop complex, dissected, 1 to 12 percent slopes, very bouldery--| 585 | 0.2

52E |Arcadian-Dishno-Rock outcrop complex, dissected, 8 to 35 percent slopes, very bouldery--| 13,744 | 5.8

53E |Arcadian-Michigamme-Rock outcrop complex, 8 to 35 percent slopes, extremely bouldery----| 1,667 | 0.7

53F |Arcadian-Michigamme-Rock outcrop complex, 35 to 70 percent slopes, extremely bouldery---| 9,075 | 3.8

55B |Chocolay very cobbly fine sandy loam, 1 to 8 percent slopes, very flaggy----------------| 835 | 0.4

100B |Waiska cobbly loamy sand, 0 to 8 percent slopes-----------------------------------------| 322 | 0.1

100D |Waiska cobbly loamy sand, 8 to 15 percent slopes----------------------------------------| 163 | *

102C |Waiska-Garlic complex, dissected, 1 to 12 percent slopes, very bouldery-----------------| 619 | 0.3

102E |Waiska-Garlic complex, dissected, 8 to 35 percent slopes, very bouldery-----------------| 1,506 | 0.6

102F |Waiska-Garlic complex, dissected, 15 to 60 percent slopes, very bouldery----------------| 569 | 0.2

110B |Shelldrake-Croswell complex, 0 to 8 percent slopes--------------------------------------| 147 | *

111B |Deer Park sand, 0 to 8 percent slopes---------------------------------------------------| 357 | 0.2

111D |Deer Park sand, 6 to 18 percent slopes--------------------------------------------------| 362 | 0.2

111E |Deer Park sand, 8 to 35 percent slopes--------------------------------------------------| 922 | 0.4

111F |Deer Park sand, 35 to 70 percent slopes-------------------------------------------------| 80 | *

112C |Deer Park-Croswell complex, 1 to 12 percent slopes--------------------------------------| 443 | 0.2

113C |Rubicon-Croswell complex, 1 to 12 percent slopes----------------------------------------| 1,043 | 0.4

120B |Garlic fine sand, 0 to 8 percent slopes-------------------------------------------------| 1,244 | 0.5

120D |Garlic fine sand, 8 to 15 percent slopes------------------------------------------------| 876 | 0.4

120E |Garlic fine sand, 15 to 35 percent slopes-----------------------------------------------| 430 | 0.2

125A |Croswell-Au Gres complex, 0 to 3 percent slopes-----------------------------------------| 1,320 | 0.6

126B |Au Gres-Deford-Croswell complex, 0 to 6 percent slopes----------------------------------| 3,486 | 1.5

127A |Au Gres-Kinross complex, 0 to 3 percent slopes------------------------------------------| 1,008 | 0.4

130C |Garlic-Alcona complex, dissected, 1 to 12 percent slopes--------------------------------| 2,965 | 1.2

130E |Garlic-Alcona complex, dissected, 8 to 35 percent slopes--------------------------------| 2,792 | 1.2

133C |Keweenaw-Garlic complex, 1 to 12 percent slopes-----------------------------------------| 853 | 0.4

133E |Keweenaw-Garlic complex, 8 to 35 percent slopes-----------------------------------------| 697 | 0.3

133F |Keweenaw-Garlic complex, 15 to 60 percent slopes----------------------------------------| 495 | 0.2

136B |Borgstrom-Ingalls complex, 0 to 6 percent slopes----------------------------------------| 2,123 | 0.9

142C |Wallace-Rubicon complex, 1 to 12 percent slopes-----------------------------------------| 413 | 0.2

142F |Wallace-Rubicon complex, 12 to 50 percent slopes----------------------------------------| 770 | 0.3

155C |Montreal-Paavola-Waiska complex, dissected, 1 to 12 percent slopes, rocky, very bouldery| 8,832 | 3.7

155E |Montreal-Paavola-Waiska complex, dissected, 8 to 35 percent slopes, rocky, very bouldery| 17,974 | 7.6

158A |Arnheim-Sturgeon-Pelkie complex, 0 to 3 percent slopes----------------------------------| 1,171 | 0.5

161F |Trimountain-Lac La Belle-Waiska complex, dissected, 15 to 60 percent slopes, rocky, very| |

 | bouldery-------------------------------------------------------------------------------| 1,947 | 0.8

162F |Trimountain-Lac La Belle-Michigamme complex, dissected, 15 to 60 percent slopes, very | |

 | rocky, extremely bouldery--------------------------------------------------------------| 3,832 | 1.6

166B |Gratiot-Sabattis complex, 0 to 4 percent slopes, rocky, very bouldery-------------------| 16,583 | 7.0

173C |Montreal-Paavola-Dishno complex, dissected, 1 to 12 percent slopes, very rocky, very | |

 | bouldery-------------------------------------------------------------------------------| 8,787 | 3.7

173E |Montreal-Paavola-Dishno complex, dissected, 8 to 35 percent slopes, very rocky, very | |

 | bouldery-------------------------------------------------------------------------------| 19,313 | 8.1

174B |Montreal-Dishno-Gratiot complex, 0 to 8 percent slopes, rocky, very bouldery------------| 5,086 | 2.1

177A |Assinins sand, 0 to 4 percent slopes----------------------------------------------------| 1,664 | 0.7

183C |Munising-Abbaye-Yalmer complex, dissected, 1 to 12 percent slopes, stony----------------| 2,535 | 1.1

183E |Munising-Abbaye-Yalmer complex, dissected, 8 to 35 percent slopes, stony----------------| 2,901 | 1.2

184C |Munising-Yalmer complex, dissected, 1 to 12 percent slopes------------------------------| 5,241 | 2.2

184E |Munising-Yalmer complex, dissected, 8 to 35 percent slopes------------------------------| 2,336 | 1.0

185B |Munising-Skanee complex, dissected, 1 to 8 percent slopes-------------------------------| 6,571 | 2.8

 | | |

 See footnote at end of table.
Keweenaw County Area, Michigan 215

Table 4.--Acreage and Proportionate Extent of the Soils--Continued

______________________________________________________________________________________________________________________

 | | |

 Map | Soil name | Acres |Percent

symbol | | | ______________________________________________________________________________________________________________________

 | | |

185C |Munising-Skanee complex, dissected, 4 to 18 percent slopes------------------------------| 10,567 | 4.5

187A |Skanee-Gay complex, 0 to 3 percent slopes-----------------------------------------------| 16,710 | 7.0

192B |Nipissing-Arcadian-Rock outcrop complex, 0 to 8 percent slopes, very stony--------------| 910 | 0.4

194B |Copper Harbor extremely gravelly sandy loam, 0 to 4 percent slopes, very stony----------| 169 | *

195B |Copper Harbor-Bete Grise complex, 0 to 4 percent slopes, stony--------------------------| 1,267 | 0.5

196B |Bete Grise-Tawas complex, 0 to 4 percent slopes, stony----------------------------------| 701 | 0.3

301 |Udorthents-Udipsamments, nearly level to very steep-------------------------------------| 103 | *

302 |Histosols and Aquents, ponded-----------------------------------------------------------| 3,834 | 1.6

303 |Aquents and Dumps, stamp sand-----------------------------------------------------------| 495 | 0.2

310 |Dumps, mine-----------------------------------------------------------------------------| 223 | *

311 |Dumps, stamp sand-----------------------------------------------------------------------| 468 | 0.2

312 |Pits, borrow----------------------------------------------------------------------------| 71 | *

313 |Dumps, sawdust--------------------------------------------------------------------------| 15 | *

W |Water-----------------------------------------------------------------------------------| 10,158 | 4.3

 | |____________|________

 | Total------------------------------------------------------------------------------| 237,453 | 100.0

 | | | ______________________________________________________________________________________________________________________

 * Less than 0.1 percent.
216 Soil Survey of

Table 5.--Woodland Management and Productivity

(The information in this table indicates the dominant soil condition but does not eliminate the need for onsite

 investigation. See text for further explanation of ratings in this table)

_________________________________________________________________________________________________________________

 | Management concerns | Potential productivity | __________________________________________________________________________________

Map symbol and | Erosion |Suitability| Windthrow | Potential | | | |

 soil name | hazard | for site | hazard | for | Common trees |Site |Volume | Suggested

 | |preparation| | seedling | |index|of wood|trees to plant

 | | | | mortality | | |fiber* | _________________________________________________________________________________________________________________

 | | | | | | | |

2: | | | | | | | |

 Lupton--------|Slight |Poorly |Severe: |High: |Balsam fir----------| 46 | 86 | ---

 | | suited: | Wetness | Wetness |Black ash-----------| --- | --- |

 | | Wetness | | |Black spruce--------| 20 | 29 |

 | | | | |Northern whitecedar | --- | --- |

 | | | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Tamarack------------| --- | --- |

 | | | | |White spruce--------| --- | --- |

 | | | | | | | |

 Tawas---------|Slight |Poorly |Severe: |High: |Balsam fir----------| 40 | 72 |Eastern

 | | suited: | Wetness | Wetness |Balsam poplar-------| --- | --- | arborvitae,

 | | Wetness | | |Black ash-----------| --- | --- | tamarack.

 | | | | |Eastern arborvitae--| --- | --- |

 | | | | |Eastern hemlock-----| --- | |

 | | | | |Red maple-----------| --- | --- |

 | | | | | | | |

3: | | | | | | | |

 Dawson--------|Slight |Unsuited: |Severe: |High: |Black spruce--------| 15 | 29 | ---

 | | Wetness | Wetness | Wetness |Tamarack------------| --- | --- |

 | | | | | | | |

 Loxley--------|Slight |Unsuited: |Severe: |High: |Balsam fir----------| --- | --- | ---

 | | Wetness | Wetness | Wetness |Black spruce--------| 15 | 29 |

 | | | | |Tamarack------------| --- | --- |

 | | | | | | | |

6: | | | | | | | |

 Skandia-------|Slight |Poorly |Severe: |High: |Balsam fir----------| --- | --- |Eastern

 | | suited: | Wetness | Wetness |Black ash-----------| --- | --- | arborvitae,

 | | Wetness | | |Eastern arborvitae--| 30 | 43 | tamarack,

 | | | | |Eastern hemlock-----| --- | --- | white spruce.

 | | | | |Tamarack------------| --- | --- |

 | | | | | | | |

 Burt----------|Slight |Poorly |Severe: |High: |Balsam fir----------| 45 | |Eastern

 | | suited: | Rooting | Wetness |Black spruce--------| --- | | arborvitae,

 | | Wetness | depth | |Eastern arborvitae--| --- | | white spruce.

 | | | Wetness | |Eastern hemlock-----| --- | |

 | | | | |Quaking aspen-------| --- | |

 | | | | |Red maple-----------| --- | |

 | | | | | | | |

10: | | | | | | | |

 Cathro--------|Slight |Poorly |Severe: |High: |Balsam fir----------| 40 | 72 |Balsam fir,

 | | suited: | Wetness | Wetness |Black spruce--------| 15 | 29 | black ash,

 | | Wetness | | |Eastern arborvitae--| 15 | 29 | northern

 | | | | |Paper birch---------| --- | --- | whitecedar,

 | | | | |Red maple-----------| 40 | 29 | paper birch.

 | | | | |Tamarack------------| 35 | 29 |

 | | | | |White spruce--------| --- | --- |

 | | | | | | | |

 See footnote at end of table.
Keweenaw County Area, Michigan 217

Table 5.--Woodland Management and Productivity--Continued

_________________________________________________________________________________________________________________

 | Management concerns | Potential productivity | __________________________________________________________________________________

Map symbol and | Erosion |Suitability| Windthrow | Potential | | | |

 soil name | hazard | for site | hazard | for | Common trees |Site |Volume | Suggested

 | |preparation| | seedling | |index|of wood|trees to plant

 | | | | mortality | | |fiber* | _________________________________________________________________________________________________________________

 | | | | | | | |

10: | | | | | | | |

 Sabattis------|Slight |Poorly |Severe: |High: |Balsam fir----------| 48 | 86 |Northern

 | | suited: | Wetness | Wetness |Black ash-----------| --- | --- | whitecedar.

 | | Rock | | |Black spruce--------| 48 | 72 |

 | | fragments | | |Northern whitecedar | --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Tamarack------------| 40 | 29 |

 | | | | |White spruce--------| 41 | 72 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

13: | | | | | | | |

 Tawas---------|Slight |Poorly |Severe: |High: |Balsam fir----------| 40 | 72 |Eastern

 | | suited: | Wetness | Wetness |Balsam poplar-------| --- | --- | arborvitae,

 | | Wetness | | |Black ash-----------| --- | --- | tamarack.

 | | | | |Eastern arborvitae--| --- | --- |

 | | | | |Eastern hemlock-----| --- | |

 | | | | |Red maple-----------| --- | --- |

 | | | | | | | |

 Deford--------|Slight |Well suited|Severe: |High: |Balsam fir----------| --- | --- |Eastern white

 | | | Wetness | Wetness |Black ash-----------| --- | --- | pine,

 | | | | |Eastern arborvitae--| --- | --- | tamarack,

 | | | | |Quaking aspen-------| 60 | 57 | white spruce.

 | | | | |Red maple-----------| 64 | 43 |

 | | | | |White spruce--------| --- | --- |

 | | | | | | | |

15B: | | | | | | | |

 Dawson--------|Slight |Unsuited: |Severe: |High: |Black spruce--------| 15 | 29 | ---

 | | Wetness | Wetness | Wetness |Tamarack------------| --- | --- |

 | | | | | | | |

 Croswell------|Slight |Well suited|Moderate: |Moderate: |Bigtooth aspen------| 69 | 86 |Eastern white

 | | | Wetness | Droughty |Black cherry--------| --- | --- | pine, red

 | | | | |Eastern white pine--| --- | --- | pine, white

 | | | | |Jack pine-----------| 53 | 72 | spruce.

 | | | | |Northern red oak----| --- | --- |

 | | | | |Paper birch---------| 54 | 57 |

 | | | | |Quaking aspen-------| 68 | 72 |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Red pine------------| 55 | 86 |

 | | | | | | | |

20E. | | | | | | | |

 Rock outcrop | | | | | | | |

 | | | | | | | |

21G: | | | | | | | |

 Rock outcrop. | | | | | | | |

 | | | | | | | |

 Arcadian------|Very severe|Unsuited: |Severe: |Low |American basswood---| --- | --- |Eastern white

 | Slope | Slope | Rooting | |Eastern hemlock-----| --- | --- | pine, white

 | | Rock | depth | |Eastern hophornbeam-| --- | --- | spruce.

 | | fragments | | |Northern red oak----| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 63 | 43 |

 | | | | |White ash-----------| --- | --- |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 See footnote at end of table.
218 Soil Survey of

Table 5.--Woodland Management and Productivity--Continued

_________________________________________________________________________________________________________________

 | Management concerns | Potential productivity | __________________________________________________________________________________

Map symbol and | Erosion |Suitability| Windthrow | Potential | | | |

 soil name | hazard | for site | hazard | for | Common trees |Site |Volume | Suggested

 | |preparation| | seedling | |index|of wood|trees to plant

 | | | | mortality | | |fiber* | _________________________________________________________________________________________________________________

 | | | | | | | |

39A: | | | | | | | |

 Betsy Bay-----|Slight |Well suited|Moderate: |High: |Balsam fir----------| --- | --- |Norway spruce,

 | | | Wetness | Wetness |Bigtooth aspen------| --- | --- | eastern white

 | | | | |Eastern hemlock-----| --- | --- | pine, red

 | | | | |Eastern white pine--| --- | --- | pine, white

 | | | | |Jack pine-----------| 51 | 72 | spruce.

 | | | | |Northern whitecedar | --- | --- |

 | | | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| 70 | 86 |

 | | | | |Red maple-----------| 65 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Burt----------|Slight |Poorly |Severe: |High: |Balsam fir----------| 45 | --- |Eastern

 | | suited: | Rooting | Wetness |Black spruce--------| --- | --- | arborvitae,

 | | Wetness | depth | |Eastern arborvitae--| --- | --- | white spruce.

 | | | Wetness | |Eastern hemlock-----| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | | | | |

 Deford--------|Slight |Well suited|Severe: |High: |Balsam fir----------| --- | --- |Eastern white

 | | | Wetness | Wetness |Black ash-----------| --- | --- | pine,

 | | | | |Eastern arborvitae--| --- | --- | tamarack,

 | | | | |Quaking aspen-------| 60 | 57 | white spruce.

 | | | | |Red maple-----------| 64 | 43 |

 | | | | |White spruce--------| --- | --- |

 | | | | | | | |

47A: | | | | | | | |

 Zeba----------|Slight |Well suited|Moderate: |High: |Balsam fir----------| --- | --- |Eastern white

 | | | Wetness | Wetness |Bigtooth aspen------| --- | --- | pine, white

 | | | Rooting | |Eastern hemlock-----| --- | --- | spruce.

 | | | depth | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| 55 | 29 |

 | | | | |Sugar maple---------| --- | --- |

 | | | | |White spruce--------| --- | --- |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Jacobsville---|Slight |Well suited|Severe: |High: |Balsam fir----------| --- | --- | ---

 | | | Wetness | Wetness |Eastern hemlock-----| --- | --- |

 | | | Rooting | |Quaking aspen-------| --- | --- |

 | | | depth | |Red maple-----------| 55 | 29 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

51C: | | | | | | | |

 Arcadian------|Slight |Poorly |Severe: |Low |American basswood---| --- | --- |Eastern white

 | | suited: | Rooting | |Eastern hemlock-----| --- | --- | pine, white

 | | Rock | depth | |Eastern hophornbeam-| --- | --- | spruce.

 | | fragments | | |Northern red oak----| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 63 | 43 |

 | | | | |White ash-----------| --- | --- |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Nipissing-----|Slight |Poorly |Slight |Low |Balsam fir----------| 35 | 57 | ---

 | | suited: | | |Northern whitecedar | --- | --- |

 | | Rock | | |Paper birch---------| 50 | 43 |

 | | fragments | | |Quaking aspen-------| --- | --- |

 | | | | |White spruce--------| 40 | 72 |

 | | | | | | | |

 See footnote at end of table.
Keweenaw County Area, Michigan 219

Table 5.--Woodland Management and Productivity--Continued

_________________________________________________________________________________________________________________

 | Management concerns | Potential productivity | __________________________________________________________________________________

Map symbol and | Erosion |Suitability| Windthrow | Potential | | | |

 soil name | hazard | for site | hazard | for | Common trees |Site |Volume | Suggested

 | |preparation| | seedling | |index|of wood|trees to plant

 | | | | mortality | | |fiber* | _________________________________________________________________________________________________________________

 | | | | | | | |

51C: | | | | | | | |

 Rock outcrop. | | | | | | | |

 | | | | | | | |

51E: | | | | | | | |

 Arcadian------|Moderate: |Poorly |Severe: |Low |American basswood---| --- | --- |Eastern white

 | Slope | suited: | Rooting | |Eastern hemlock-----| --- | --- | pine, white

 | | Slope | depth | |Eastern hophornbeam-| --- | --- | spruce.

 | | Rock | | |Northern red oak----| --- | --- |

 | | fragments | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 63 | 43 |

 | | | | |White ash-----------| --- | --- |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Nipissing-----|Moderate: |Poorly |Slight |Low |Balsam fir----------| 35 | 57 | ---

 | Slope | suited: | | |Northern whitecedar | --- | --- |

 | | Rock | | |Paper birch---------| 50 | 43 |

 | | fragments | | |Quaking aspen-------| --- | --- |

 | | Slope | | |White spruce--------| 40 | 72 |

 | | | | | | | |

 Rock outcrop. | | | | | | | |

 | | | | | | | |

52C: | | | | | | | |

 Arcadian------|Slight |Poorly |Severe: |Low |American basswood---| --- | --- |Eastern white

 | | suited: | Rooting | |Eastern hemlock-----| --- | --- | pine, white

 | | Rock | depth | |Eastern hophornbeam-| --- | --- | spruce.

 | | fragments | | |Northern red oak----| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 63 | 43 |

 | | | | |White ash-----------| --- | --- |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Dishno--------|Slight |Poorly |Moderate: |High: |Balsam fir----------| --- | --- |Eastern white

 | | suited: | Wetness | Wetness |Eastern hemlock-----| --- | --- | pine, white

 | | Wetness | | |Eastern white pine--| --- | --- | spruce.

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 60 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Rock outcrop. | | | | | | | |

 | | | | | | | |

52E: | | | | | | | |

 Arcadian------|Moderate: |Poorly |Severe: |Low |American basswood---| --- | --- |Eastern white

 | Slope | suited: | Rooting | |Eastern hemlock-----| --- | --- | pine, white

 | | Slope | depth | |Eastern hophornbeam-| --- | --- | spruce.

 | | Rock | | |Northern red oak----| --- | --- |

 | | fragments | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 63 | 43 |

 | | | | |White ash-----------| --- | --- |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 See footnote at end of table.
220 Soil Survey of

Table 5.--Woodland Management and Productivity--Continued

_________________________________________________________________________________________________________________

 | Management concerns | Potential productivity | __________________________________________________________________________________

Map symbol and | Erosion |Suitability| Windthrow | Potential | | | |

 soil name | hazard | for site | hazard | for | Common trees |Site |Volume | Suggested

 | |preparation| | seedling | |index|of wood|trees to plant

 | | | | mortality | | |fiber* | _________________________________________________________________________________________________________________

 | | | | | | | |

52E: | | | | | | | |

 Dishno--------|Slight |Poorly |Moderate: |High: |Balsam fir----------| --- | --- |Eastern white

 | | suited: | Wetness | Wetness |Eastern hemlock-----| --- | --- | pine, white

 | | Slope | | |Eastern white pine--| --- | --- | spruce.

 | | Wetness | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 60 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Rock outcrop. | | | | | | | |

 | | | | | | | |

53E: | | | | | | | |

 Arcadian------|Moderate: |Poorly |Severe: |Low |American basswood---| --- | --- |Eastern white

 | Slope | suited: | Rooting | |Eastern hemlock-----| --- | --- | pine, white

 | | Slope | depth | |Eastern hophornbeam-| --- | --- | spruce.

 | | Rock | | |Northern red oak----| --- | --- |

 | | fragments | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 63 | 43 |

 | | | | |White ash-----------| --- | --- |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Michigamme----|Slight |Poorly |Slight |Low |Balsam fir----------| --- | --- |Eastern white

 | | suited: | | |Bigtooth aspen------| --- | --- | pine, white

 | | Slope | | |Black cherry--------| --- | --- | spruce.

 | | Rock | | |Eastern hemlock-----| --- | --- |

 | | fragments | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 60 | 43 |

 | | | | |White spruce--------| --- | --- |

 | | | | |Yellow birch--------| 60 | 43 |

 | | | | | | | |

 Rock outcrop. | | | | | | | |

 | | | | | | | |

53F: | | | | | | | |

 Arcadian------|Severe: |Unsuited: |Severe: |Low |American basswood---| --- | --- |Eastern white

 | Slope | Slope | Rooting | |Eastern hemlock-----| --- | --- | pine, white

 | | Rock | depth | |Eastern hophornbeam-| --- | --- | spruce.

 | | fragments | | |Northern red oak----| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 63 | 43 |

 | | | | |White ash-----------| --- | --- |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Michigamme----|Slight |Unsuited: |Slight |Low |Balsam fir----------| --- | --- |Eastern white

 | | Slope | | |Bigtooth aspen------| --- | --- | pine, white

 | | Rock | | |Black cherry--------| --- | --- | spruce.

 | | fragments | | |Eastern hemlock-----| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 60 | 43 |

 | | | | |White spruce--------| --- | --- |

 | | | | |Yellow birch--------| 60 | 43 |

 | | | | | | | |

 Rock outcrop. | | | | | | | |

 | | | | | | | |

 See footnote at end of table.
Keweenaw County Area, Michigan 221

Table 5.--Woodland Management and Productivity--Continued

_________________________________________________________________________________________________________________

 | Management concerns | Potential productivity | __________________________________________________________________________________

Map symbol and | Erosion |Suitability| Windthrow | Potential | | | |

 soil name | hazard | for site | hazard | for | Common trees |Site |Volume | Suggested

 | |preparation| | seedling | |index|of wood|trees to plant

 | | | | mortality | | |fiber* | _________________________________________________________________________________________________________________

 | | | | | | | |

55B: | | | | | | | |

 Chocolay------|Slight |Poorly |Severe: |High: |Sugar maple---------| 61 | --- |American

 | | suited: | Rooting | Wetness | | | | basswood,

 | | Rock | depth | Droughty | | | | balsam fir,

 | | fragments | Wetness | | | | | eastern

 | | | | | | | | hemlock, red

 | | | | | | | | maple, sugar

 | | | | | | | | maple, yellow

 | | | | | | | | birch.

 | | | | | | | |

100B: | | | | | | | |

 Waiska--------|Slight |Poorly |Slight |Moderate: |American basswood---| --- | --- |Eastern white

 | | suited: | | Droughty |Balsam fir----------| --- | --- | pine, red

 | | Rock | | |Eastern hemlock-----| --- | --- | pine.

 | | fragments | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| 71 | 86 |

 | | | | |Sugar maple---------| 61 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

100D: | | | | | | | |

 Waiska--------|Slight |Poorly |Slight |Moderate: |American basswood---| --- | --- |Eastern white

 | | suited: | | Droughty |Balsam fir----------| --- | --- | pine, red

 | | Rock | | |Eastern hemlock-----| --- | --- | pine.

 | | fragments | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| 71 | 86 |

 | | | | |Sugar maple---------| 61 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

102C: | | | | | | | |

 Waiska--------|Slight |Poorly |Slight |Moderate: |American basswood---| --- | --- |Eastern white

 | | suited: | | Droughty |Balsam fir----------| --- | --- | pine, red

 | | Rock | | |Eastern hemlock-----| --- | --- | pine.

 | | fragments | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| 71 | 86 |

 | | | | |Sugar maple---------| 61 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Garlic--------|Slight |Well suited|Slight |Moderate: |Eastern hemlock-----| --- | --- |Eastern white

 | | | | Droughty |Eastern white pine--| --- | --- | pine, red

 | | | | |Paper birch---------| --- | --- | pine.

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Red pine------------| --- | --- |

 | | | | |Sugar maple---------| 62 | 38 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

102E: | | | | | | | |

 Waiska--------|Slight |Poorly |Slight |Moderate: |American basswood---| --- | --- |Eastern white

 | | suited: | | Droughty |Balsam fir----------| --- | --- | pine, red

 | | Rock | | |Eastern hemlock-----| --- | --- | pine.

 | | fragments | | |Paper birch---------| --- | --- |

 | | Slope | | |Quaking aspen-------| 71 | 86 |

 | | | | |Sugar maple---------| 61 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 See footnote at end of table.
222 Soil Survey of

Table 5.--Woodland Management and Productivity--Continued

_________________________________________________________________________________________________________________

 | Management concerns | Potential productivity | __________________________________________________________________________________

Map symbol and | Erosion |Suitability| Windthrow | Potential | | | |

 soil name | hazard | for site | hazard | for | Common trees |Site |Volume | Suggested

 | |preparation| | seedling | |index|of wood|trees to plant

 | | | | mortality | | |fiber* | _________________________________________________________________________________________________________________

 | | | | | | | |

102E: | | | | | | | |

 Garlic--------|Slight |Poorly |Slight |Moderate: |Eastern hemlock-----| --- | --- |Eastern white

 | | suited: | | Droughty |Eastern white pine--| --- | --- | pine, red

 | | Slope | | |Paper birch---------| --- | --- | pine.

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Red pine------------| --- | --- |

 | | | | |Sugar maple---------| 62 | 38 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

102F: | | | | | | | |

 Waiska--------|Slight |Unsuited: |Slight |Moderate: |American basswood---| --- | --- |Eastern white

 | | Slope | | Droughty |Balsam fir----------| --- | --- | pine, red

 | | Rock | | |Eastern hemlock-----| --- | --- | pine.

 | | fragments | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| 71 | 86 |

 | | | | |Sugar maple---------| 61 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Garlic--------|Slight |Unsuited: |Slight |Moderate: |Eastern hemlock-----| --- | --- |Eastern white

 | | Slope | | Droughty |Eastern white pine--| --- | --- | pine, red

 | | | | |Paper birch---------| --- | --- | pine.

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Red pine------------| --- | --- |

 | | | | |Sugar maple---------| 62 | 38 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

110B: | | | | | | | |

 Shelldrake----|Slight |Well suited|Slight |Moderate: |Jack pine-----------| 46 | --- |Eastern white

 | | | | Droughty |Red pine------------| 45 | --- | pine, paper

 | | | | | | | | birch, red

 | | | | | | | | maple.

 | | | | | | | |

 Croswell------|Slight |Well suited|Moderate: |Moderate: |Bigtooth aspen------| 69 | 86 |Eastern white

 | | | Wetness | Droughty |Black cherry--------| --- | --- | pine, red

 | | | | |Eastern white pine--| --- | --- | pine, white

 | | | | |Jack pine-----------| 53 | 72 | spruce.

 | | | | |Northern red oak----| --- | --- |

 | | | | |Paper birch---------| 54 | 57 |

 | | | | |Quaking aspen-------| 68 | 72 |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Red pine------------| 55 | 86 |

 | | | | | | | |

111B: | | | | | | | |

 Deer Park-----|Slight |Well suited|Slight |Low |American beech------| --- | --- |Jack pine, red

 | | | | |Black cherry--------| --- | --- | pine.

 | | | | |Eastern white pine--| --- | --- |

 | | | | |Jack pine-----------| 46 | 57 |

 | | | | |Northern red oak----| --- | --- |

 | | | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red pine------------| 45 | 64 |

 | | | | | | | |

 See footnote at end of table.
Keweenaw County Area, Michigan 223

Table 5.--Woodland Management and Productivity--Continued

_________________________________________________________________________________________________________________

 | Management concerns | Potential productivity | __________________________________________________________________________________

Map symbol and | Erosion |Suitability| Windthrow | Potential | | | |

 soil name | hazard | for site | hazard | for | Common trees |Site |Volume | Suggested

 | |preparation| | seedling | |index|of wood|trees to plant

 | | | | mortality | | |fiber* | _________________________________________________________________________________________________________________

 | | | | | | | |

111D: | | | | | | | |

 Deer Park-----|Slight |Well suited|Slight |Low |American beech------| --- | --- |Jack pine, red

 | | | | |Black cherry--------| --- | --- | pine.

 | | | | |Eastern white pine--| --- | --- |

 | | | | |Jack pine-----------| 46 | 57 |

 | | | | |Northern red oak----| --- | --- |

 | | | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red pine------------| 45 | 64 |

 | | | | | | | |

111E: | | | | | | | |

 Deer Park-----|Slight |Poorly |Slight |Low |American beech------| --- | --- |Jack pine, red

 | | suited: | | |Black cherry--------| --- | --- | pine.

 | | Slope | | |Eastern white pine--| --- | --- |

 | | | | |Jack pine-----------| 46 | 57 |

 | | | | |Northern red oak----| --- | --- |

 | | | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red pine------------| 45 | 64 |

 | | | | | | | |

111F: | | | | | | | |

 Deer Park-----|Slight |Unsuited: |Slight |Low |American beech------| --- | --- |Jack pine, red

 | | Slope | | |Black cherry--------| --- | --- | pine.

 | | | | |Eastern white pine--| --- | --- |

 | | | | |Jack pine-----------| 46 | 57 |

 | | | | |Northern red oak----| --- | --- |

 | | | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red pine------------| 45 | 64 |

 | | | | | | | |

112C: | | | | | | | |

 Deer Park-----|Slight |Well suited|Slight |Low |American beech------| --- | --- |Jack pine, red

 | | | | |Black cherry--------| --- | --- | pine.

 | | | | |Eastern white pine--| --- | --- |

 | | | | |Jack pine-----------| 46 | 57 |

 | | | | |Northern red oak----| --- | --- |

 | | | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red pine------------| 45 | 64 |

 | | | | | | | |

 Croswell------|Slight |Well suited|Moderate: |Moderate: |Bigtooth aspen------| 69 | 86 |Eastern white

 | | | Wetness | Droughty |Black cherry--------| --- | --- | pine, red

 | | | | |Eastern white pine--| --- | --- | pine, white

 | | | | |Jack pine-----------| 53 | 72 | spruce.

 | | | | |Northern red oak----| --- | --- |

 | | | | |Paper birch---------| 54 | 57 |

 | | | | |Quaking aspen-------| 68 | 72 |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Red pine------------| 55 | 86 |

 | | | | | | | |

 See footnote at end of table.
224 Soil Survey of

Table 5.--Woodland Management and Productivity--Continued

_________________________________________________________________________________________________________________

 | Management concerns | Potential productivity | __________________________________________________________________________________

Map symbol and | Erosion |Suitability| Windthrow | Potential | | | |

 soil name | hazard | for site | hazard | for | Common trees |Site |Volume | Suggested

 | |preparation| | seedling | |index|of wood|trees to plant

 | | | | mortality | | |fiber* | _________________________________________________________________________________________________________________

 | | | | | | | |

113C: | | | | | | | |

 Rubicon-------|Slight |Well suited|Slight |Moderate: |Bigtooth aspen------| 66 | 72 |Eastern white

 | | | | Droughty |Eastern white pine--| 45 | 72 | pine, jack

 | | | | |Jack pine-----------| 53 | 86 | pine, red

 | | | | |Northern red oak----| --- | --- | pine.

 | | | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| 60 | 57 |

 | | | | |Red maple-----------| 57 | 29 |

 | | | | |Red pine------------| 53 | 72 |

 | | | | | | | |

 Croswell------|Slight |Well suited|Moderate: |Moderate: |Bigtooth aspen------| 69 | 86 |Eastern white

 | | | Wetness | Droughty |Black cherry--------| --- | --- | pine, red

 | | | | |Eastern white pine--| --- | --- | pine, white

 | | | | |Jack pine-----------| 53 | 72 | spruce.

 | | | | |Northern red oak----| --- | --- |

 | | | | |Paper birch---------| 54 | 57 |

 | | | | |Quaking aspen-------| 68 | 72 |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Red pine------------| 55 | 86 |

 | | | | | | | |

120B: | | | | | | | |

 Garlic--------|Slight |Well suited|Slight |Moderate: |Eastern hemlock-----| --- | --- |Eastern white

 | | | | Droughty |Eastern white pine--| --- | --- | pine, red

 | | | | |Paper birch---------| --- | --- | pine.

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Red pine------------| --- | --- |

 | | | | |Sugar maple---------| 62 | 38 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

120D: | | | | | | | |

 Garlic--------|Slight |Well suited|Slight |Moderate: |Eastern hemlock-----| --- | --- |Eastern white

 | | | | Droughty |Eastern white pine--| --- | --- | pine, red

 | | | | |Paper birch---------| --- | --- | pine.

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Red pine------------| --- | --- |

 | | | | |Sugar maple---------| 62 | 38 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

120E: | | | | | | | |

 Garlic--------|Slight |Poorly |Slight |Moderate: |Eastern hemlock-----| --- | --- |Eastern white

 | | suited: | | Droughty |Eastern white pine--| --- | --- | pine, red

 | | Slope | | |Paper birch---------| --- | --- | pine.

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Red pine------------| --- | --- |

 | | | | |Sugar maple---------| 62 | 38 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 See footnote at end of table.
Keweenaw County Area, Michigan 225

Table 5.--Woodland Management and Productivity--Continued

_________________________________________________________________________________________________________________

 | Management concerns | Potential productivity | __________________________________________________________________________________

Map symbol and | Erosion |Suitability| Windthrow | Potential | | | |

 soil name | hazard | for site | hazard | for | Common trees |Site |Volume | Suggested

 | |preparation| | seedling | |index|of wood|trees to plant

 | | | | mortality | | |fiber* | _________________________________________________________________________________________________________________

 | | | | | | | |

125A: | | | | | | | |

 Croswell------|Slight |Well suited|Moderate: |Moderate: |Bigtooth aspen------| 69 | 86 |Eastern white

 | | | Wetness | Droughty |Black cherry--------| --- | --- | pine, red

 | | | | |Eastern white pine--| --- | --- | pine, white

 | | | | |Jack pine-----------| 53 | 72 | spruce.

 | | | | |Northern red oak----| --- | --- |

 | | | | |Paper birch---------| 54 | 57 |

 | | | | |Quaking aspen-------| 68 | 72 |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Red pine------------| 55 | 86 |

 | | | | | | | |

 Au Gres-------|Slight |Well suited|Moderate: |High: |Balsam fir----------| --- | --- |Norway spruce,

 | | | Wetness | Wetness |Bigtooth aspen------| --- | --- | eastern white

 | | | | |Eastern hemlock-----| --- | --- | pine, red

 | | | | |Eastern white pine--| --- | --- | pine, white

 | | | | |Jack pine-----------| 51 | 72 | spruce.

 | | | | |Northern whitecedar | --- | --- |

 | | | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| 70 | 86 |

 | | | | |Red maple-----------| 65 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

126B: | | | | | | | |

 Au Gres-------|Slight |Well suited|Moderate: |High: |Balsam fir----------| --- | --- |Norway spruce,

 | | | Wetness | Wetness |Bigtooth aspen------| --- | --- | eastern white

 | | | | |Eastern hemlock-----| --- | --- | pine, red

 | | | | |Eastern white pine--| --- | --- | pine, white

 | | | | |Jack pine-----------| 51 | 72 | spruce.

 | | | | |Northern whitecedar | --- | --- |

 | | | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| 70 | 86 |

 | | | | |Red maple-----------| 65 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Deford--------|Slight |Well suited|Severe: |High: |Balsam fir----------| --- | --- |Eastern white

 | | | Wetness | Wetness |Black ash-----------| --- | --- | pine,

 | | | | |Eastern arborvitae--| --- | --- | tamarack,

 | | | | |Quaking aspen-------| 60 | 57 | white spruce.

 | | | | |Red maple-----------| 64 | 43 |

 | | | | |White spruce--------| --- | --- |

 | | | | | | | |

 Croswell------|Slight |Well suited|Moderate: |Moderate: |Bigtooth aspen------| 69 | 86 |Eastern white

 | | | Wetness | Droughty |Black cherry--------| --- | --- | pine, red

 | | | | |Eastern white pine--| --- | --- | pine, white

 | | | | |Jack pine-----------| 53 | 72 | spruce.

 | | | | |Northern red oak----| --- | --- |

 | | | | |Paper birch---------| 54 | 57 |

 | | | | |Quaking aspen-------| 68 | 72 |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Red pine------------| 55 | 86 |

 | | | | | | | |

 See footnote at end of table.
226 Soil Survey of

Table 5.--Woodland Management and Productivity--Continued

_________________________________________________________________________________________________________________

 | Management concerns | Potential productivity | __________________________________________________________________________________

Map symbol and | Erosion |Suitability| Windthrow | Potential | | | |

 soil name | hazard | for site | hazard | for | Common trees |Site |Volume | Suggested

 | |preparation| | seedling | |index|of wood|trees to plant

 | | | | mortality | | |fiber* | _________________________________________________________________________________________________________________

 | | | | | | | |

127A: | | | | | | | |

 Au Gres-------|Slight |Well suited|Moderate: |High: |Balsam fir----------| --- | --- |Norway spruce,

 | | | Wetness | Wetness |Bigtooth aspen------| --- | --- | eastern white

 | | | | |Eastern hemlock-----| --- | --- | pine, red

 | | | | |Eastern white pine--| --- | --- | pine, white

 | | | | |Jack pine-----------| 51 | 72 | spruce.

 | | | | |Northern whitecedar | --- | --- |

 | | | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| 70 | 86 |

 | | | | |Red maple-----------| 65 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Kinross-------|Slight |Well suited|Severe: |High: |Balsam fir----------| --- | --- | ---

 | | | Wetness | Wetness |Black spruce--------| --- | --- |

 | | | | |Eastern white pine--| --- | --- |

 | | | | |Jack pine-----------| --- | --- |

 | | | | |Northern whitecedar | --- | --- |

 | | | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| 45 | 29 |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Tamarack------------| --- | --- |

 | | | | | | | |

130C: | | | | | | | |

 Garlic--------|Slight |Well suited|Slight |Moderate: |Eastern hemlock-----| --- | --- |Eastern white

 | | | | Droughty |Eastern white pine--| --- | --- | pine, red

 | | | | |Paper birch---------| --- | --- | pine.

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Red pine------------| --- | --- |

 | | | | |Sugar maple---------| 62 | 38 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Alcona--------|Slight |Well suited|Slight |Low |American basswood---| --- | --- |Eastern white

 | | | | |Eastern white pine--| --- | --- | pine, red

 | | | | |Northern red oak----| --- | --- | pine, white

 | | | | |Red maple-----------| --- | --- | spruce.

 | | | | |Red pine------------| --- | --- |

 | | | | |Sugar maple---------| 61 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

130E: | | | | | | | |

 Garlic--------|Slight |Poorly |Slight |Moderate: |Eastern hemlock-----| --- | --- |Eastern white

 | | suited: | | Droughty |Eastern white pine--| --- | --- | pine, red

 | | Slope | | |Paper birch---------| --- | --- | pine.

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Red pine------------| --- | --- |

 | | | | |Sugar maple---------| 62 | 38 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Alcona--------|Slight |Poorly |Slight |Low |American basswood---| --- | --- |Eastern white

 | | suited: | | |Eastern white pine--| --- | --- | pine, red

 | | Slope | | |Northern red oak----| --- | --- | pine, white

 | | | | |Red maple-----------| --- | --- | spruce.

 | | | | |Red pine------------| --- | --- |

 | | | | |Sugar maple---------| 61 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 See footnote at end of table.
Keweenaw County Area, Michigan 227

Table 5.--Woodland Management and Productivity--Continued

_________________________________________________________________________________________________________________

 | Management concerns | Potential productivity | __________________________________________________________________________________

Map symbol and | Erosion |Suitability| Windthrow | Potential | | | |

 soil name | hazard | for site | hazard | for | Common trees |Site |Volume | Suggested

 | |preparation| | seedling | |index|of wood|trees to plant

 | | | | mortality | | |fiber* | _________________________________________________________________________________________________________________

 | | | | | | | |

133C: | | | | | | | |

 Keweenaw------|Slight |Well suited|Slight |Low |Balsam fir----------| --- | --- | ---

 | | | | |Black cherry--------| --- | --- |

 | | | | |Eastern hemlock-----| --- | --- |

 | | | | |Eastern white pine--| --- | --- |

 | | | | |Northern red oak----| --- | --- |

 | | | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 61 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Garlic--------|Slight |Well suited|Slight |Moderate: |Eastern hemlock-----| --- | --- |Eastern white

 | | | | Droughty |Eastern white pine--| --- | --- | pine, red

 | | | | |Paper birch---------| --- | --- | pine.

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Red pine------------| --- | --- |

 | | | | |Sugar maple---------| 62 | 38 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

133E: | | | | | | | |

 Keweenaw------|Slight |Poorly |Slight |Low |Balsam fir----------| --- | --- | ---

 | | suited: | | |Black cherry--------| --- | --- |

 | | Slope | | |Eastern hemlock-----| --- | --- |

 | | | | |Eastern white pine--| --- | --- |

 | | | | |Northern red oak----| --- | --- |

 | | | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 61 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Garlic--------|Slight |Poorly |Slight |Moderate: |Eastern hemlock-----| --- | --- |Eastern white

 | | suited: | | Droughty |Eastern white pine--| --- | --- | pine, red

 | | Slope | | |Paper birch---------| --- | --- | pine.

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Red pine------------| --- | --- |

 | | | | |Sugar maple---------| 62 | 38 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

133F: | | | | | | | |

 Keweenaw------|Slight |Poorly |Slight |Low |Balsam fir----------| --- | --- | ---

 | | suited: | | |Black cherry--------| --- | --- |

 | | Slope | | |Eastern hemlock-----| --- | --- |

 | | | | |Eastern white pine--| --- | --- |

 | | | | |Northern red oak----| --- | --- |

 | | | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 61 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 See footnote at end of table.
228 Soil Survey of

Table 5.--Woodland Management and Productivity--Continued

_________________________________________________________________________________________________________________

 | Management concerns | Potential productivity | __________________________________________________________________________________

Map symbol and | Erosion |Suitability| Windthrow | Potential | | | |

 soil name | hazard | for site | hazard | for | Common trees |Site |Volume | Suggested

 | |preparation| | seedling | |index|of wood|trees to plant

 | | | | mortality | | |fiber* | _________________________________________________________________________________________________________________

 | | | | | | | |

133F: | | | | | | | |

 Garlic--------|Slight |Unsuited: |Slight |Moderate: |Eastern hemlock-----| --- | --- |Eastern white

 | | Slope | | Droughty |Eastern white pine--| --- | --- | pine, red

 | | | | |Paper birch---------| --- | --- | pine.

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Red pine------------| --- | --- |

 | | | | |Sugar maple---------| 62 | 38 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

136B: | | | | | | | |

 Borgstrom-----|Slight |Well suited|Severe: |Moderate: |American beech------| --- | --- |Red pine,

 | | | Rooting | Droughty |Eastern hemlock-----| --- | --- | white spruce.

 | | | depth | |Quaking aspen-------| --- | --- |

 | | | Wetness | |Red maple-----------| 65 | 43 |

 | | | | |Sugar maple---------| --- | --- |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Ingalls-------|Slight |Well suited|Moderate: |High: |Balsam fir----------| --- | --- |Eastern white

 | | | Wetness | Wetness |Eastern hemlock-----| --- | --- | pine,

 | | | | |Jack pine-----------| --- | --- | northern

 | | | | |Northern pin oak----| --- | --- | whitecedar,

 | | | | |Northern whitecedar | --- | --- | white ash,

 | | | | |Paper birch---------| --- | --- | white spruce.

 | | | | |Quaking aspen-------| 60 | 57 |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| --- | --- |

 | | | | |White ash-----------| --- | --- |

 | | | | | | | |

142C: | | | | | | | |

 Wallace-------|Slight |Well suited|Severe: |Low |Balsam fir----------| --- | --- |Red pine,

 | | | Rooting | |Eastern hemlock-----| --- | --- | white spruce.

 | | | depth | |Eastern white pine--| 52 | 100 |

 | | | | |Paper birch---------| 63 | 72 |

 | | | | |Quaking aspen-------| 75 | 86 |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Red pine------------| 59 | 100 |

 | | | | |Sugar maple---------| --- | --- |

 | | | | | | | |

 Rubicon-------|Slight |Well suited|Slight |Moderate: |Bigtooth aspen------| 66 | 72 |Eastern white

 | | | | Droughty |Eastern white pine--| 45 | 72 | pine, jack

 | | | | |Jack pine-----------| 53 | 86 | pine, red

 | | | | |Northern red oak----| --- | --- | pine.

 | | | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| 60 | 57 |

 | | | | |Red maple-----------| 57 | 29 |

 | | | | |Red pine------------| 53 | 72 |

 | | | | | | | |

142F: | | | | | | | |

 Wallace-------|Severe: |Poorly |Severe: |Low |Balsam fir----------| --- | --- |Red pine,

 | Slope | suited: | Rooting | |Eastern hemlock-----| --- | --- | white spruce.

 | | Slope | depth | |Eastern white pine--| 52 | 100 |

 | | | | |Paper birch---------| 63 | 72 |

 | | | | |Quaking aspen-------| 75 | 86 |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Red pine------------| 59 | 100 |

 | | | | |Sugar maple---------| --- | --- |

 | | | | | | | |

 See footnote at end of table.
Keweenaw County Area, Michigan 229

Table 5.--Woodland Management and Productivity--Continued

_________________________________________________________________________________________________________________

 | Management concerns | Potential productivity | __________________________________________________________________________________

Map symbol and | Erosion |Suitability| Windthrow | Potential | | | |

 soil name | hazard | for site | hazard | for | Common trees |Site |Volume | Suggested

 | |preparation| | seedling | |index|of wood|trees to plant

 | | | | mortality | | |fiber* | _________________________________________________________________________________________________________________

 | | | | | | | |

142F: | | | | | | | |

 Rubicon-------|Slight |Poorly |Slight |Moderate: |Bigtooth aspen------| 66 | 72 |Eastern white

 | | suited: | | Droughty |Eastern white pine--| 45 | 72 | pine, jack

 | | Slope | | |Jack pine-----------| 53 | 86 | pine, red

 | | | | |Northern red oak----| --- | --- | pine.

 | | | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| 60 | 57 |

 | | | | |Red maple-----------| 57 | 29 |

 | | | | |Red pine------------| 53 | 72 |

 | | | | | | | |

155C: | | | | | | | |

 Montreal------|Slight |Poorly |Severe: |High: |American basswood---| --- | --- |Eastern white

 | | suited: | Rooting | Wetness |Eastern hemlock-----| --- | --- | pine, white

 | | Rock | depth | |Eastern hophornbeam-| --- | --- | spruce.

 | | fragments | Wetness | |Northern red oak----| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 63 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Paavola-------|Slight |Poorly |Moderate: |High: |American basswood---| --- | --- |Eastern white

 | | suited: | Wetness | Wetness |Eastern hemlock-----| --- | --- | pine, white

 | | Rock | Rooting | Droughty |Eastern hophornbeam-| --- | --- | spruce.

 | | fragments | depth | |Northern red oak----| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 63 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Waiska--------|Slight |Poorly |Slight |Moderate: |American basswood---| --- | --- |Eastern white

 | | suited: | | Droughty |Balsam fir----------| --- | --- | pine, red

 | | Rock | | |Eastern hemlock-----| --- | --- | pine.

 | | fragments | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| 71 | 86 |

 | | | | |Sugar maple---------| 61 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

155E: | | | | | | | |

 Montreal------|Slight |Poorly |Severe: |High: |American basswood---| --- | --- |Eastern white

 | | suited: | Rooting | Wetness |Eastern hemlock-----| --- | --- | pine, white

 | | Slope | depth | |Eastern hophornbeam-| --- | --- | spruce.

 | | Rock | Wetness | |Northern red oak----| --- | --- |

 | | fragments | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 63 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Paavola-------|Slight |Poorly |Moderate: |High: |American basswood---| --- | --- |Eastern white

 | | suited: | Wetness | Wetness |Eastern hemlock-----| --- | --- | pine, white

 | | Slope | Rooting | Droughty |Eastern hophornbeam-| --- | --- | spruce.

 | | Rock | depth | |Northern red oak----| --- | --- |

 | | fragments | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 63 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 See footnote at end of table.
230 Soil Survey of

Table 5.--Woodland Management and Productivity--Continued

_________________________________________________________________________________________________________________

 | Management concerns | Potential productivity | __________________________________________________________________________________

Map symbol and | Erosion |Suitability| Windthrow | Potential | | | |

 soil name | hazard | for site | hazard | for | Common trees |Site |Volume | Suggested

 | |preparation| | seedling | |index|of wood|trees to plant

 | | | | mortality | | |fiber* | _________________________________________________________________________________________________________________

 | | | | | | | |

155E: | | | | | | | |

 Waiska--------|Slight |Poorly |Slight |Moderate: |American basswood---| --- | --- |Eastern white

 | | suited: | | Droughty |Balsam fir----------| --- | --- | pine, red

 | | Rock | | |Eastern hemlock-----| --- | --- | pine.

 | | fragments | | |Paper birch---------| --- | --- |

 | | Slope | | |Quaking aspen-------| 71 | 86 |

 | | | | |Sugar maple---------| 61 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

158A: | | | | | | | |

 Arnheim-------|Slight |Well suited|Severe: |High: |American elm--------| --- | --- | ---

 | | | Wetness | Wetness |Balsam fir----------| --- | --- |

 | | | | |Black spruce--------| --- | --- |

 | | | | |Northern whitecedar | --- | --- |

 | | | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Tamarack------------| --- | --- |

 | | | | |White spruce--------| 38 | 72 |

 | | | | | | | |

 Sturgeon------|Slight |Well suited|Moderate: |High: |American basswood---| --- | --- |Norway spruce,

 | | | Wetness | Wetness |American elm--------| --- | --- | eastern white

 | | | | |Balsam fir----------| --- | --- | pine, white

 | | | | |Eastern hemlock-----| --- | --- | spruce.

 | | | | |Northern whitecedar | --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| 65 | 43 |

 | | | | |Sugar maple---------| --- | --- |

 | | | | |White spruce--------| --- | --- |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Pelkie--------|Slight |Well suited|Moderate: |Moderate: |American basswood---| --- | --- |Norway spruce,

 | | | Wetness | Droughty |American elm--------| --- | --- | red pine,

 | | | | |Red maple-----------| --- | --- | white spruce.

 | | | | |Sugar maple---------| 65 | 43 |

 | | | | |White spruce--------| --- | --- |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

161F: | | | | | | | |

 Trimountain---|Slight |Unsuited: |Severe: |Low |American basswood---| --- | --- |Eastern white

 | | Slope | Rooting | |Eastern hemlock-----| --- | --- | pine, white

 | | Rock | depth | |Eastern hophornbeam-| --- | --- | spruce.

 | | fragments | | |Northern red oak----| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 63 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Lac La Belle--|Slight |Unsuited: |Slight |Moderate: |American basswood---| --- | --- |Eastern white

 | | Slope | | Droughty |Eastern hemlock-----| --- | --- | pine, red

 | | Rock | | |Eastern hophornbeam-| --- | --- | pine, white

 | | fragments | | |Northern red oak----| --- | --- | spruce.

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 63 | 43 |

 | | | | | | | |

 See footnote at end of table.
Keweenaw County Area, Michigan 231

Table 5.--Woodland Management and Productivity--Continued

_________________________________________________________________________________________________________________

 | Management concerns | Potential productivity | __________________________________________________________________________________

Map symbol and | Erosion |Suitability| Windthrow | Potential | | | |

 soil name | hazard | for site | hazard | for | Common trees |Site |Volume | Suggested

 | |preparation| | seedling | |index|of wood|trees to plant

 | | | | mortality | | |fiber* | _________________________________________________________________________________________________________________

 | | | | | | | |

161F: | | | | | | | |

 Waiska--------|Slight |Unsuited: |Slight |Moderate: |American basswood---| --- | --- |Eastern white

 | | Slope | | Droughty |Balsam fir----------| --- | --- | pine, red

 | | Rock | | |Eastern hemlock-----| --- | --- | pine.

 | | fragments | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| 71 | 86 |

 | | | | |Sugar maple---------| 61 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

162F: | | | | | | | |

 Trimountain---|Slight |Unsuited: |Severe: |Low |American basswood---| --- | --- |Eastern white

 | | Slope | Rooting | |Eastern hemlock-----| --- | --- | pine, white

 | | Rock | depth | |Eastern hophornbeam-| --- | --- | spruce.

 | | fragments | | |Northern red oak----| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 63 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Lac La Belle--|Slight |Unsuited: |Slight |Moderate: |American basswood---| --- | --- |Eastern white

 | | Slope | | Droughty |Eastern hemlock-----| --- | --- | pine, red

 | | Rock | | |Eastern hophornbeam-| --- | --- | pine, white

 | | fragments | | |Northern red oak----| --- | --- | spruce.

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 63 | 43 |

 | | | | | | | |

 Michigamme----|Slight |Unsuited: |Slight |Low |Balsam fir----------| --- | --- |Eastern white

 | | Slope | | |Bigtooth aspen------| --- | --- | pine, white

 | | Rock | | |Black cherry--------| --- | --- | spruce.

 | | fragments | | |Eastern hemlock-----| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 60 | 43 |

 | | | | |White spruce--------| --- | --- |

 | | | | |Yellow birch--------| 60 | 43 |

 | | | | | | | |

166B: | | | | | | | |

 Gratiot-------|Slight |Poorly |Severe: |High: |Balsam fir----------| 58 | 114 |Eastern white

 | | suited: | Rooting | Wetness |Bigtooth aspen------| --- | --- | pine, white

 | | Rock | depth | |Eastern hemlock-----| --- | --- | spruce.

 | | fragments | Wetness | |Paper birch---------| 53 | 57 |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| 60 | 43 |

 | | | | |White spruce--------| 49 | 100 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Sabattis------|Slight |Poorly |Severe: |High: |Balsam fir----------| 48 | 86 |Northern

 | | suited: | Wetness | Wetness |Black ash-----------| --- | --- | whitecedar.

 | | Rock | | |Black spruce--------| 48 | 72 |

 | | fragments | | |Northern whitecedar | --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Tamarack------------| 40 | 29 |

 | | | | |White spruce--------| 41 | 72 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 See footnote at end of table.
232 Soil Survey of

Table 5.--Woodland Management and Productivity--Continued

_________________________________________________________________________________________________________________

 | Management concerns | Potential productivity | __________________________________________________________________________________

Map symbol and | Erosion |Suitability| Windthrow | Potential | | | |

 soil name | hazard | for site | hazard | for | Common trees |Site |Volume | Suggested

 | |preparation| | seedling | |index|of wood|trees to plant

 | | | | mortality | | |fiber* | _________________________________________________________________________________________________________________

 | | | | | | | |

173C: | | | | | | | |

 Montreal------|Slight |Poorly |Severe: |High: |American basswood---| --- | --- |Eastern white

 | | suited: | Rooting | Wetness |Eastern hemlock-----| --- | --- | pine, white

 | | Rock | depth | |Eastern hophornbeam-| --- | --- | spruce.

 | | fragments | Wetness | |Northern red oak----| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 63 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Paavola-------|Slight |Poorly |Moderate: |High: |American basswood---| --- | --- |Eastern white

 | | suited: | Wetness | Wetness |Eastern hemlock-----| --- | --- | pine, white

 | | Rock | Rooting | Droughty |Eastern hophornbeam-| --- | --- | spruce.

 | | fragments | depth | |Northern red oak----| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 63 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Dishno--------|Slight |Poorly |Moderate: |High: |Balsam fir----------| --- | --- |Eastern white

 | | suited: | Wetness | Wetness |Eastern hemlock-----| --- | --- | pine, white

 | | Wetness | | |Eastern white pine--| --- | --- | spruce.

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 60 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

173E: | | | | | | | |

 Montreal------|Slight |Poorly |Severe: |High: |American basswood---| --- | --- |Eastern white

 | | suited: | Rooting | Wetness |Eastern hemlock-----| --- | --- | pine, white

 | | Slope | depth | |Eastern hophornbeam-| --- | --- | spruce.

 | | Rock | Wetness | |Northern red oak----| --- | --- |

 | | fragments | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 63 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Paavola-------|Slight |Poorly |Moderate: |High: |American basswood---| --- | --- |Eastern white

 | | suited: | Wetness | Wetness |Eastern hemlock-----| --- | --- | pine, red

 | | Slope | Rooting | Droughty |Eastern hophornbeam-| --- | --- | pine, white

 | | Rock | depth | |Northern red oak----| --- | --- | spruce.

 | | fragments | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 63 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Dishno--------|Slight |Poorly |Moderate: |High: |Balsam fir----------| --- | --- |Eastern white

 | | suited: | Wetness | Wetness |Eastern hemlock-----| --- | --- | pine, white

 | | Slope | | |Eastern white pine--| --- | --- | spruce.

 | | Wetness | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 60 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 See footnote at end of table.
Keweenaw County Area, Michigan 233

Table 5.--Woodland Management and Productivity--Continued

_________________________________________________________________________________________________________________

 | Management concerns | Potential productivity | __________________________________________________________________________________

Map symbol and | Erosion |Suitability| Windthrow | Potential | | | |

 soil name | hazard | for site | hazard | for | Common trees |Site |Volume | Suggested

 | |preparation| | seedling | |index|of wood|trees to plant

 | | | | mortality | | |fiber* | _________________________________________________________________________________________________________________

 | | | | | | | |

174B: | | | | | | | |

 Montreal------|Slight |Poorly |Severe: |High: |American basswood---| --- | --- |Eastern white

 | | suited: | Rooting | Wetness |Eastern hemlock-----| --- | --- | pine, white

 | | Rock | depth | |Eastern hophornbeam-| --- | --- | spruce.

 | | fragments | Wetness | |Northern red oak----| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 63 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Dishno--------|Slight |Poorly |Moderate: |High: |Balsam fir----------| --- | --- |Eastern white

 | | suited: | Wetness | Wetness |Eastern hemlock-----| --- | --- | pine, white

 | | Wetness | | |Eastern white pine--| --- | --- | spruce.

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 60 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Gratiot-------|Slight |Poorly |Severe: |High: |Balsam fir----------| 58 | 114 |Eastern white

 | | suited: | Rooting | Wetness |Bigtooth aspen------| --- | --- | pine, white

 | | Rock | depth | |Eastern hemlock-----| --- | --- | spruce.

 | | fragments | Wetness | |Paper birch---------| 53 | 57 |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| 60 | 43 |

 | | | | |White spruce--------| 49 | 100 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

177A: | | | | | | | |

 Assinins------|Slight |Well suited|Moderate: |High: |American basswood---| --- | --- |Norway spruce,

 | | | Wetness | Wetness |Balsam fir----------| --- | --- | eastern white

 | | | | |Bigtooth aspen------| --- | --- | pine, white

 | | | | |Eastern hemlock-----| --- | --- | spruce.

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| 65 | 43 |

 | | | | |Sugar maple---------| 63 | 43 |

 | | | | |White spruce--------| --- | --- |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

183C: | | | | | | | |

 Munising------|Slight |Well suited|Severe: |High: |Balsam fir----------| --- | --- |American

 | | | Rooting | Wetness |Eastern hemlock-----| --- | --- | beech,

 | | | depth | |Paper birch---------| --- | --- | ironwood,

 | | | Wetness | |Quaking aspen-------| --- | --- | quaking

 | | | | |Red maple-----------| --- | --- | aspen, sugar

 | | | | |Sugar maple---------| 61 | --- | maple, yellow

 | | | | |White spruce--------| --- | --- | birch.

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Abbaye--------|Slight |Well suited|Moderate: |Moderate: |Balsam fir----------| --- | --- |Red pine,

 | | | Wetness | Wetness |Eastern hemlock-----| --- | --- | white spruce.

 | | | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| 65 | 43 |

 | | | | |Sugar maple---------| 62 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 See footnote at end of table.
234 Soil Survey of

Table 5.--Woodland Management and Productivity--Continued

_________________________________________________________________________________________________________________

 | Management concerns | Potential productivity | __________________________________________________________________________________

Map symbol and | Erosion |Suitability| Windthrow | Potential | | | |

 soil name | hazard | for site | hazard | for | Common trees |Site |Volume | Suggested

 | |preparation| | seedling | |index|of wood|trees to plant

 | | | | mortality | | |fiber* | _________________________________________________________________________________________________________________

 | | | | | | | |

183C: | | | | | | | |

 Yalmer--------|Slight |Well suited|Moderate: |High: |American beech------| --- | --- |Balsam fir,

 | | | Wetness | Wetness |Balsam fir----------| --- | --- | sugar maple,

 | | | Rooting | |Eastern hemlock-----| --- | --- | yellow birch.

 | | | depth | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 61 | --- |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

183E: | | | | | | | |

 Munising------|Slight |Poorly |Severe: |High: |Balsam fir----------| --- | --- |American

 | | suited: | Rooting | Wetness |Eastern hemlock-----| --- | --- | beech,

 | | Slope | depth | |Paper birch---------| --- | --- | ironwood,

 | | | Wetness | |Quaking aspen-------| --- | --- | quaking

 | | | | |Red maple-----------| --- | --- | aspen, sugar

 | | | | |Sugar maple---------| 61 | --- | maple, yellow

 | | | | |White spruce--------| --- | --- | birch.

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Abbaye--------|Slight |Poorly |Moderate: |Moderate: |Balsam fir----------| --- | --- |Red pine,

 | | suited: | Wetness | Wetness |Eastern hemlock-----| --- | --- | white spruce.

 | | Slope | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| 65 | 43 |

 | | | | |Sugar maple---------| 62 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Yalmer--------|Slight |Poorly |Moderate: |High: |American beech------| --- | --- |Balsam fir,

 | | suited: | Wetness | Wetness |Balsam fir----------| --- | --- | sugar maple,

 | | Slope | Rooting | |Eastern hemlock-----| --- | --- | yellow birch.

 | | | depth | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 61 | --- |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

184C: | | | | | | | |

 Munising------|Slight |Well suited|Severe: |High: |Balsam fir----------| --- | --- |American

 | | | Rooting | Wetness |Eastern hemlock-----| --- | --- | beech,

 | | | depth | |Paper birch---------| --- | --- | ironwood,

 | | | Wetness | |Quaking aspen-------| --- | --- | quaking

 | | | | |Red maple-----------| --- | --- | aspen, sugar

 | | | | |Sugar maple---------| 61 | --- | maple, yellow

 | | | | |White spruce--------| --- | --- | birch.

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Yalmer--------|Slight |Well suited|Moderate: |High: |American beech------| --- | --- |Balsam fir,

 | | | Wetness | Wetness |Balsam fir----------| --- | --- | sugar maple,

 | | | Rooting | |Eastern hemlock-----| --- | --- | yellow birch.

 | | | depth | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 61 | --- |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 See footnote at end of table.
Keweenaw County Area, Michigan 235

Table 5.--Woodland Management and Productivity--Continued

_________________________________________________________________________________________________________________

 | Management concerns | Potential productivity | __________________________________________________________________________________

Map symbol and | Erosion |Suitability| Windthrow | Potential | | | |

 soil name | hazard | for site | hazard | for | Common trees |Site |Volume | Suggested

 | |preparation| | seedling | |index|of wood|trees to plant

 | | | | mortality | | |fiber* | _________________________________________________________________________________________________________________

 | | | | | | | |

184E: | | | | | | | |

 Munising------|Slight |Poorly |Severe: |High: |Balsam fir----------| --- | --- |American

 | | suited: | Rooting | Wetness |Eastern hemlock-----| --- | --- | beech,

 | | Slope | depth | |Paper birch---------| --- | --- | ironwood,

 | | | Wetness | |Quaking aspen-------| --- | --- | quaking

 | | | | |Red maple-----------| --- | --- | aspen, sugar

 | | | | |Sugar maple---------| 61 | --- | maple, yellow

 | | | | |White spruce--------| --- | --- | birch.

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Yalmer--------|Slight |Poorly |Moderate: |High: |American beech------| --- | --- |Balsam fir,

 | | suited: | Wetness | Wetness |Balsam fir----------| --- | --- | sugar maple,

 | | Slope | Rooting | |Eastern hemlock-----| --- | --- | yellow birch.

 | | | depth | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 61 | --- |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

185B: | | | | | | | |

 Munising------|Slight |Well suited|Severe: |High: |Balsam fir----------| --- | --- |American

 | | | Rooting | Wetness |Eastern hemlock-----| --- | --- | beech,

 | | | depth | |Paper birch---------| --- | --- | ironwood,

 | | | Wetness | |Quaking aspen-------| --- | --- | quaking

 | | | | |Red maple-----------| --- | --- | aspen, sugar

 | | | | |Sugar maple---------| 61 | --- | maple, yellow

 | | | | |White spruce--------| --- | --- | birch.

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Skanee--------|Slight |Well suited|Severe: |High: |Balsam fir----------| --- | --- |Eastern white

 | | | Rooting | Wetness |Eastern hemlock-----| --- | --- | pine, white

 | | | depth | |Northern whitecedar | --- | --- | spruce.

 | | | Wetness | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| 60 | 43 |

 | | | | |Sugar maple---------| 60 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

185C: | | | | | | | |

 Munising------|Slight |Well suited|Severe: |High: |Balsam fir----------| --- | --- |American

 | | | Rooting | Wetness |Eastern hemlock-----| --- | --- | beech,

 | | | depth | |Paper birch---------| --- | --- | ironwood,

 | | | Wetness | |Quaking aspen-------| --- | --- | quaking

 | | | | |Red maple-----------| --- | --- | aspen, sugar

 | | | | |Sugar maple---------| 61 | --- | maple, yellow

 | | | | |White spruce--------| --- | --- | birch.

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Skanee--------|Slight |Well suited|Severe: |High: |Balsam fir----------| --- | --- |Eastern white

 | | | Rooting | Wetness |Eastern hemlock-----| --- | --- | pine, white

 | | | depth | |Northern whitecedar | --- | --- | spruce.

 | | | Wetness | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| 60 | 43 |

 | | | | |Sugar maple---------| 60 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 See footnote at end of table.
236 Soil Survey of

Table 5.--Woodland Management and Productivity--Continued

_________________________________________________________________________________________________________________

 | Management concerns | Potential productivity | __________________________________________________________________________________

Map symbol and | Erosion |Suitability| Windthrow | Potential | | | |

 soil name | hazard | for site | hazard | for | Common trees |Site |Volume | Suggested

 | |preparation| | seedling | |index|of wood|trees to plant

 | | | | mortality | | |fiber* | _________________________________________________________________________________________________________________

 | | | | | | | |

187A: | | | | | | | |

 Skanee--------|Slight |Well suited|Severe: |High: |Balsam fir----------| --- | --- |Eastern white

 | | | Rooting | Wetness |Eastern hemlock-----| --- | --- | pine, white

 | | | depth | |Northern whitecedar | --- | --- | spruce.

 | | | Wetness | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| 60 | 43 |

 | | | | |Sugar maple---------| 60 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Gay-----------|Slight |Well suited|Severe: |High: |Balsam fir----------| 62 | 114 | ---

 | | | Wetness | Wetness |Eastern hemlock-----| --- | --- |

 | | | | |Northern whitecedar | --- | --- |

 | | | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| 73 | 86 |

 | | | | |Red maple-----------| --- | --- |

 | | | | |White spruce--------| --- | --- |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

192B: | | | | | | | |

 Nipissing-----|Slight |Poorly |Slight |Low |Balsam fir----------| 35 | 57 | ---

 | | suited: | | |Northern whitecedar | --- | --- |

 | | Rock | | |Paper birch---------| 50 | 43 |

 | | fragments | | |Quaking aspen-------| --- | --- |

 | | | | |White spruce--------| 40 | 72 |

 | | | | | | | |

 Arcadian------|Slight |Poorly |Severe: |Low |American basswood---| --- | --- |Eastern white

 | | suited: | Rooting | |Eastern hemlock-----| --- | --- | pine, white

 | | Rock | depth | |Eastern hophornbeam-| --- | --- | spruce.

 | | fragments | | |Northern red oak----| --- | --- |

 | | | | |Quaking aspen-------| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | |Sugar maple---------| 63 | 43 |

 | | | | |White ash-----------| --- | --- |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Rock outcrop. | | | | | | | |

 | | | | | | | |

194B: | | | | | | | |

 Copper Harbor |Slight |Poorly |Moderate: |Low |American basswood---| --- | --- |Eastern white

 | | suited: | Wetness | |Balsam fir----------| --- | --- | pine, red

 | | Rock | | |Eastern hemlock-----| --- | --- | pine.

 | | fragments | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| 71 | 86 |

 | | | | |Sugar maple---------| 61 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

195B: | | | | | | | |

 Copper Harbor |Slight |Poorly |Moderate: |Low |American basswood---| --- | --- |Eastern white

 | | suited: | Wetness | |Balsam fir----------| --- | --- | pine, red

 | | Rock | | |Eastern hemlock-----| --- | --- | pine.

 | | fragments | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| 71 | 86 |

 | | | | |Sugar maple---------| 61 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 See footnote at end of table.
Keweenaw County Area, Michigan 237

Table 5.--Woodland Management and Productivity--Continued

_________________________________________________________________________________________________________________

 | Management concerns | Potential productivity | __________________________________________________________________________________

Map symbol and | Erosion |Suitability| Windthrow | Potential | | | |

 soil name | hazard | for site | hazard | for | Common trees |Site |Volume | Suggested

 | |preparation| | seedling | |index|of wood|trees to plant

 | | | | mortality | | |fiber* | _________________________________________________________________________________________________________________

 | | | | | | | |

195B: | | | | | | | |

 Bete Grise----|Slight |Poorly |Moderate: |High: |American basswood---| --- | --- |Eastern white

 | | suited: | Wetness | Wetness |Balsam fir----------| --- | --- | pine, red

 | | Rock | | |Eastern hemlock-----| --- | --- | pine.

 | | fragments | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| 71 | 86 |

 | | | | |Sugar maple---------| 61 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

196B: | | | | | | | |

 Bete Grise----|Slight |Poorly |Moderate: |High: |American basswood---| --- | --- |Eastern white

 | | suited: | Wetness | Wetness |Balsam fir----------| --- | --- | pine, red

 | | Rock | | |Eastern hemlock-----| --- | --- | pine.

 | | fragments | | |Paper birch---------| --- | --- |

 | | | | |Quaking aspen-------| 71 | 86 |

 | | | | |Sugar maple---------| 61 | 43 |

 | | | | |Yellow birch--------| --- | --- |

 | | | | | | | |

 Tawas---------|Slight |Poorly |Severe: |High: |Balsam fir----------| 40 | 72 |Eastern

 | | suited: | Wetness | Wetness |Balsam poplar-------| --- | --- | arborvitae,

 | | Wetness | | |Black ash-----------| --- | --- | tamarack.

 | | | | |Eastern arborvitae--| --- | --- |

 | | | | |Eastern hemlock-----| --- | --- |

 | | | | |Red maple-----------| --- | --- |

 | | | | | | | |

301. | | | | | | | |

 Udorthents- | | | | | | | |

 Udipsamments | | | | | | | |

 | | | | | | | |

302. | | | | | | | |

 Histosols and | | | | | | | |

 Aquents | | | | | | | |

 | | | | | | | |

303. | | | | | | | |

 Aquents and | | | | | | | |

 Dumps, stamp | | | | | | | |

 sand | | | | | | | |

 | | | | | | | |

310. | | | | | | | |

 Dumps, mine | | | | | | | |

 | | | | | | | |

311. | | | | | | | |

 Dumps, stamp | | | | | | | |

 sand | | | | | | | |

 | | | | | | | |

312. | | | | | | | |

 Pits | | | | | | | |

 | | | | | | | |

313. | | | | | | | |

 Dumps, sawdust| | | | | | | |

 | | | | | | | |

W. | | | | | | | |

 Water | | | | | | | |

 | | | | | | | | _________________________________________________________________________________________________________________

 *Volume is the yield in cubic feet per acre per year at the age of culmination of the mean annual increment

for fully stocked stands.
238 Soil Survey of

Table 6.--Equipment Limitations on Woodland

(The information in this table indicates the dominant soil condition but does not eliminate the need for

 onsite investigation. See text for further explanation of ratings in this table)

_____________________________________________________________________________________________________________

 | | |

 | Ratings for most limiting | Preferred | Ratings for preferred operating

 | season(s) | operating | seasons(s)

 | | season(s) | ______________________________________ ______________________________________

 Map symbol | | | | | | |

 and soil name | Haul roads |Log landings| Logging | | Haul roads |Log landings| Logging

 | | | areas and | | | | areas and

 | | | skid roads | | | | skid roads _____________________________________________________________________________________________________________

 | | | | | | |

2: | | | | | | |

 Lupton-----------|Poorly |Poorly |Poorly |Winter |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Wetness | Ponding | Low | | Low | Low | Low

 | Low | Wetness | strength | | strength | strength | strength

 | strength | Low | Wetness | | | |

 | | strength | | | | |

 | | | | | | |

 Tawas------------|Poorly |Poorly |Poorly |Winter |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Wetness | Ponding | Low | | Low | Low | Low

 | Low | Wetness | strength | | strength | strength | strength

 | strength | Low | Wetness | | | |

 | | strength | | | | |

 | | | | | | |

3: | | | | | | |

 Dawson-----------|Poorly |Poorly |Poorly |Winter |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Wetness | Ponding | Low | | Low | Low | Low

 | Low | Wetness | strength | | strength | strength | strength

 | strength | Low | Wetness | | | |

 | | strength | | | | |

 | | | | | | |

 Loxley-----------|Poorly |Poorly |Poorly |Winter |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Wetness | Ponding | Low | | Low | Low | Low

 | Low | Wetness | strength | | strength | strength | strength

 | strength | Low | Wetness | | | |

 | | strength | | | | |

 | | | | | | |

6: | | | | | | |

 Skandia----------|Poorly |Poorly |Poorly |Winter |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Wetness | Ponding | Low | | Low | Low | Low

 | Low | Wetness | strength | | strength | strength | strength

 | strength | Low | Wetness | | Restrictive| |

 | Restrictive| strength | | | layer | |

 | layer | | | | | |

 | | | | | | |

 Burt-------------|Poorly |Poorly |Poorly |Summer, |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | winter. | suited: | suited: | suited:

 | Restrictive| Ponding | Low | | Restrictive| Low | Low

 | layer | Low | strength | | layer | strength | strength

 | Wetness | strength | Wetness | | | |

 | | Wetness | | | | |

 | | | | | | |

10: | | | | | | |

 Cathro-----------|Poorly |Poorly |Poorly |Winter |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Wetness | Ponding | Low | | Low | Low | Low

 | Low | Wetness | strength | | strength | strength | strength

 | strength | Low | Wetness | | | |

 | | strength | | | | |

 | | | | | | |
Keweenaw County Area, Michigan 239

Table 6.--Equipment Limitations on Woodland--Continued

_____________________________________________________________________________________________________________

 | | |

 | Ratings for most limiting | Preferred | Ratings for preferred operating

 | season(s) | operating | seasons(s)

 | | season(s) | ______________________________________ ______________________________________

 Map symbol | | | | | | |

 and soil name | Haul roads |Log landings| Logging | | Haul roads |Log landings| Logging

 | | | areas and | | | | areas and

 | | | skid roads | | | | skid roads _____________________________________________________________________________________________________________

 | | | | | | |

10: | | | | | | |

 Sabattis---------|Poorly |Poorly |Poorly |Winter |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Wetness | Ponding | Low | | Low | Low | Low

 | Low | Wetness | strength | | strength | strength | strength

 | strength | Low | Wetness | | | |

 | | strength | | | | |

 | | | | | | |

13: | | | | | | |

 Tawas------------|Poorly |Poorly |Poorly |Winter |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Wetness | Ponding | Low | | Low | Low | Low

 | Low | Wetness | strength | | strength | strength | strength

 | strength | Low | Wetness | | | |

 | | strength | | | | |

 | | | | | | |

 Deford-----------|Poorly |Poorly |Poorly |Summer, |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | winter. | suited: | suited: | suited:

 | Wetness | Ponding | Low | | Low | Low | Low

 | Low | Wetness | strength | | strength | strength | strength

 | strength | Low | Wetness | | | |

 | | strength | | | | |

 | | | | | | |

15B: | | | | | | |

 Dawson-----------|Poorly |Poorly |Poorly |Winter |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Wetness | Ponding | Low | | Low | Low | Low

 | Low | Wetness | strength | | strength | strength | strength

 | strength | Low | Wetness | | | |

 | | strength | | | | |

 | | | | | | |

 Croswell---------|Moderately |Moderately |Moderately |Spring, |Well suited |Well suited |Well suited

 | suited: | suited: | suited: | fall, | | |

 | Sandiness | Sandiness | Sandiness | winter. | | |

 | | | | | | |

20E. | | | | | | |

 Rock outcrop | | | | | | |

 | | | | | | |

21G: | | | | | | |

 Rock outcrop. | | | | | | |

 | | | | | | |

 Arcadian---------|Poorly |Poorly |Poorly |Year round |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Slope | Low | Low | | Slope | Slope | Low

 | | strength | strength | | | Low | strength

 | | Slope | Slope | | | strength | Slope

 | | | | | | |

39A: | | | | | | |

 Betsy Bay--------|Poorly |Poorly |Poorly |Summer, |Well suited |Well suited |Well suited

 | suited: | suited: | suited: | winter. | | |

 | Wetness | Wetness | Wetness | | | |

 | | Sandiness | Sandiness | | | |

 | | | | | | |
240 Soil Survey of

Table 6.--Equipment Limitations on Woodland--Continued

_____________________________________________________________________________________________________________

 | | |

 | Ratings for most limiting | Preferred | Ratings for preferred operating

 | season(s) | operating | seasons(s)

 | | season(s) | ______________________________________ ______________________________________

 Map symbol | | | | | | |

 and soil name | Haul roads |Log landings| Logging | | Haul roads |Log landings| Logging

 | | | areas and | | | | areas and

 | | | skid roads | | | | skid roads _____________________________________________________________________________________________________________

 | | | | | | |

39A: | | | | | | |

 Burt-------------|Poorly |Poorly |Poorly |Summer, |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | winter. | suited: | suited: | suited:

 | Restrictive| Ponding | Low | | Restrictive| Low | Low

 | layer | Low | strength | | layer | strength | strength

 | Wetness | strength | Wetness | | | |

 | | Wetness | | | | |

 | | | | | | |

 Deford-----------|Poorly |Poorly |Poorly |Summer, |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | winter. | suited: | suited: | suited:

 | Wetness | Ponding | Low | | Low | Low | Low

 | Low | Wetness | strength | | strength | strength | strength

 | strength | Low | Wetness | | | |

 | | strength | | | | |

 | | | | | | |

47A: | | | | | | |

 Zeba-------------|Poorly |Poorly |Poorly |Summer, |Moderately |Well suited |Well suited

 | suited: | suited: | suited: | winter. | suited: | |

 | Wetness | Wetness | Wetness | | Restrictive| |

 | Restrictive| | | | layer | |

 | layer | | | | | |

 | | | | | | |

 Jacobsville------|Poorly |Poorly |Poorly |Summer, |Moderately |Poorly |Poorly

 | suited: | suited: | suited: | winter. | suited: | suited: | suited:

 | Wetness | Ponding | Low | | Restrictive| Low | Low

 | Restrictive| Wetness | strength | | layer | strength | strength

 | layer | Low | Wetness | | | |

 | | strength | | | | |

 | | | | | | |

51C: | | | | | | |

 Arcadian---------|Poorly |Poorly |Poorly |Year round |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Restrictive| Low | Low | | Restrictive| Low | Low

 | layer | strength | strength | | layer | strength | strength

 | | Slope | | | | Slope |

 | | | | | | |

 Nipissing--------|Moderately |Moderately |Well suited |Year round |Moderately |Moderately |Well suited

 | suited: | suited: | | | suited: | suited: |

 | Restrictive| Slope | | | Restrictive| Slope |

 | layer | | | | layer | |

 | | | | | | |

 Rock outcrop. | | | | | | |

 | | | | | | |

51E: | | | | | | |

 Arcadian---------|Poorly |Poorly |Poorly |Year round |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Restrictive| Low | Low | | Restrictive| Low | Low

 | layer | strength | strength | | layer | strength | strength

 | Slope | Slope | Slope | | Slope | Slope | Slope

 | | | | | | |

 Nipissing--------|Moderately |Poorly |Moderately |Spring, |Moderately |Poorly |Moderately

 | suited: | suited: | suited: |fall, | suited: | suited: | suited:

 | Restrictive| Slope | Slope | winter. | Restrictive| Slope | Slope

 | layer | | | | layer | |

 | Slope | | | | Slope | |

 | | | | | | |

 Rock outcrop. | | | | | | |

 | | | | | | |
Keweenaw County Area, Michigan 241

Table 6.--Equipment Limitations on Woodland--Continued

_____________________________________________________________________________________________________________

 | | |

 | Ratings for most limiting | Preferred | Ratings for preferred operating

 | season(s) | operating | seasons(s)

 | | season(s) | ______________________________________ ______________________________________

 Map symbol | | | | | | |

 and soil name | Haul roads |Log landings| Logging | | Haul roads |Log landings| Logging

 | | | areas and | | | | areas and

 | | | skid roads | | | | skid roads _____________________________________________________________________________________________________________

 | | | | | | |

52C: | | | | | | |

 Arcadian---------|Poorly |Poorly |Poorly |Year round |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Restrictive| Low | Low | | Restrictive| Low | Low

 | layer | strength | strength | | layer | strength | strength

 | | Slope | | | | Slope |

 | | | | | | |

 Dishno-----------|Moderately |Moderately |Moderately |Summer, |Well suited |Moderately |Well suited

 | suited: | suited: | suited: | fall, | | suited: |

 | Wetness | Wetness | Wetness | winter. | | Slope |

 | | Slope | | | | |

 | | | | | | |

 Rock outcrop. | | | | | | |

 | | | | | | |

52E: | | | | | | |

 Arcadian---------|Poorly |Poorly |Poorly |Year round |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Restrictive| Low | Low | | Restrictive| Low | Low

 | layer | strength | strength | | layer | strength | strength

 | Slope | Slope | Slope | | Slope | Slope | Slope

 | | | | | | |

 Dishno-----------|Moderately |Poorly |Moderately |Spring, |Moderately |Poorly |Moderately

 | suited: | suited: | suited: | fall, | suited: | suited: | suited:

 | Wetness | Slope | Wetness | winter. | Slope | Slope | Slope

 | Slope | Wetness | Slope | | Restrictive| |

 | Restrictive| | | | layer | |

 | layer | | | | | |

 | | | | | | |

 Rock outcrop. | | | | | | |

 | | | | | | |

53E: | | | | | | |

 Arcadian---------|Poorly |Poorly |Poorly |Year round |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Restrictive| Low | Low | | Restrictive| Low | Low

 | layer | strength | strength | | layer | strength | strength

 | Slope | Slope | Slope | | Slope | Slope | Slope

 | | | | | | |

 Michigamme-------|Moderately |Poorly |Moderately |Summer, |Moderately |Poorly |Moderately

 | suited: | suited: | suited: | fall, | suited: | suited: | suited:

 | Restrictive| Slope | Low | winter. | Restrictive| Slope | Low

 | layer | Low | strength | | layer | Low | strength

 | Slope | strength | Slope | | Slope | strength | Slope

 | | | | | | |

 Rock outcrop. | | | | | | |

 | | | | | | |

53F: | | | | | | |

 Arcadian---------|Poorly |Poorly |Poorly |Year round |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Slope | Low | Low | | Slope | Slope | Low

 | | strength | strength | | | Low | strength

 | | Slope | Slope | | | strength | Slope

 | | | | | | |

 Michigamme-------|Poorly |Poorly |Poorly |Summer, |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | fall, | suited: | suited: | suited:

 | Slope | Slope | Slope | winter. | Slope | Slope | Slope

 | Low | Low | Low | | Low | Low | Low

 | strength | strength | strength | | strength | strength | strength

 | | | | | | |

 Rock outcrop. | | | | | | |

 | | | | | | |
242 Soil Survey of

Table 6.--Equipment Limitations on Woodland--Continued

_____________________________________________________________________________________________________________

 | | |

 | Ratings for most limiting | Preferred | Ratings for preferred operating

 | season(s) | operating | seasons(s)

 | | season(s) | ______________________________________ ______________________________________

 Map symbol | | | | | | |

 and soil name | Haul roads |Log landings| Logging | | Haul roads |Log landings| Logging

 | | | areas and | | | | areas and

 | | | skid roads | | | | skid roads _____________________________________________________________________________________________________________

 | | | | | | |

55B: | | | | | | |

 Chocolay---------|Moderately |Well suited |Well suited |Year round |Moderately |Well suited |Well suited

 | suited: | | | | suited: | |

 | Restrictive| | | | Restrictive| |

 | layer | | | | layer | |

 | | | | | | |

100B: | | | | | | |

 Waiska-----------|Well suited |Well suited |Well suited |Year round |Well suited |Well suited |Well suited

 | | | | | | |

100D: | | | | | | |

 Waiska-----------|Well suited |Moderately |Well suited |Year round |Well suited |Moderately |Well suited

 | | suited: | | | | suited: |

 | | Slope | | | | Slope |

 | | | | | | |

102C: | | | | | | |

 Waiska-----------|Well suited |Moderately |Well suited |Year round |Well suited |Moderately |Well suited

 | | suited: | | | | suited: |

 | | Slope | | | | Slope |

 | | | | | | |

 Garlic-----------|Well suited |Moderately |Well suited |Year round |Well suited |Moderately |Well suited

 | | suited: | | | | suited: |

 | | Slope | | | | Slope |

 | | | | | | |

102E: | | | | | | |

 Waiska-----------|Moderately |Poorly |Moderately |Spring, |Moderately |Poorly |Moderately

 | suited: | suited: | suited: | fall, | suited: | suited: | suited:

 | Slope | Slope | Slope | winter. | Slope | Slope | Slope

 | | | | | | |

 Garlic-----------|Moderately |Poorly |Moderately |Year round |Moderately |Poorly |Moderately

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Slope | Slope | Slope | | Slope | Slope | Slope

 | | | | | | |

102F: | | | | | | |

 Waiska-----------|Poorly |Poorly |Poorly |Spring, |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | fall, | suited: | suited: | suited:

 | Slope | Slope | Slope | winter. | Slope | Slope | Slope

 | | | | | | |

 Garlic-----------|Poorly |Poorly |Poorly |Year round |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Slope | Slope | Slope | | Slope | Slope | Slope

 | | | | | | |

110B: | | | | | | |

 Shelldrake-------|Moderately |Moderately |Moderately |Spring, |Well suited |Well suited |Well suited

 | suited: | suited: | suited: | fall, | | |

 | Sandiness | Sandiness | Sandiness | winter. | | |

 | | | | | | |

 Croswell---------|Moderately |Moderately |Moderately |Spring, |Well suited |Well suited |Well suited

 | suited: | suited: | suited: | fall, | | |

 | Sandiness | Sandiness | Sandiness | winter. | | |

 | | | | | | |

111B: | | | | | | |

 Deer Park--------|Well suited |Well suited |Well suited |Spring, |Well suited |Well suited |Well suited

 | | | | fall, | | |

 | | | | winter. | | |

 | | | | | | |

111D: | | | | | | |

 Deer Park--------|Well suited |Moderately |Well suited |Spring, |Well suited |Moderately |Well suited

 | | suited: | | fall, | | suited: |

 | | Slope | | winter. | | Slope |

 | | | | | | |
Keweenaw County Area, Michigan 243

Table 6.--Equipment Limitations on Woodland--Continued

_____________________________________________________________________________________________________________

 | | |

 | Ratings for most limiting | Preferred | Ratings for preferred operating

 | season(s) | operating | seasons(s)

 | | season(s) | ______________________________________ ______________________________________

 Map symbol | | | | | | |

 and soil name | Haul roads |Log landings| Logging | | Haul roads |Log landings| Logging

 | | | areas and | | | | areas and

 | | | skid roads | | | | skid roads _____________________________________________________________________________________________________________

 | | | | | | |

111E: | | | | | | |

 Deer Park--------|Moderately |Poorly |Moderately |Spring, |Moderately |Poorly |Moderately

 | suited: | suited: | suited: | fall, | suited: | suited: | suited:

 | Slope | Slope | Slope | winter. | Slope | Slope | Slope

 | | | | | | |

111F: | | | | | | |

 Deer Park--------|Poorly |Poorly |Poorly |Spring, |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | fall, | suited: | suited: | suited:

 | Slope | Slope | Slope | winter. | Slope | Slope | Slope

 | | | | | | |

112C: | | | | | | |

 Deer Park--------|Well suited |Moderately |Well suited |Spring, |Well suited |Moderately |Well suited

 | | suited: | | fall, | | suited: |

 | | Slope | | winter. | | Slope |

 | | | | | | |

 Croswell---------|Moderately |Moderately |Moderately |Spring, |Well suited |Well suited |Well suited

 | suited: | suited: | suited: | fall, | | |

 | Sandiness | Sandiness | Sandiness | winter. | | |

 | | | | | | |

113C: | | | | | | |

 Rubicon----------|Moderately |Moderately |Moderately |Spring, |Well suited |Moderately |Well suited

 | suited: | suited: | suited: | fall, | | suited: |

 | Sandiness | Sandiness | Sandiness | winter. | | Slope |

 | | Slope | | | | |

 | | | | | | |

 Croswell---------|Moderately |Moderately |Moderately |Spring, |Well suited |Well suited |Well suited

 | suited: | suited: | suited: | fall, | | |

 | Sandiness | Sandiness | Sandiness | winter. | | |

 | | | | | | |

120B: | | | | | | |

 Garlic-----------|Well suited |Well suited |Well suited |Year round |Well suited |Well suited |Well suited

 | | | | | | |

120D: | | | | | | |

 Garlic-----------|Well suited |Moderately |Well suited |Year round |Well suited |Moderately |Well suited

 | | suited: | | | | suited: |

 | | Slope | | | | Slope |

 | | | | | | |

120E: | | | | | | |

 Garlic-----------|Moderately |Poorly |Moderately |Year round |Moderately |Poorly |Moderately

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Slope | Slope | Slope | | Slope | Slope | Slope

 | | | | | | |

125A: | | | | | | |

 Croswell---------|Moderately |Moderately |Moderately |Spring, |Well suited |Well suited |Well suited

 | suited: | suited: | suited: | fall, | | |

 | Sandiness | Sandiness | Sandiness | winter. | | |

 | | | | | | |

 Au Gres----------|Poorly |Poorly |Poorly |Summer, |Well suited |Poorly |Poorly

 | suited: | suited: | suited: | winter. | | suited: | suited:

 | Wetness | Wetness | Low | | | Low | Low

 | | Low | strength | | | strength | strength

 | | strength | Wetness | | | |

 | | Sandiness | Sandiness | | | |

 | | | | | | |
244 Soil Survey of

Table 6.--Equipment Limitations on Woodland--Continued

_____________________________________________________________________________________________________________

 | | |

 | Ratings for most limiting | Preferred | Ratings for preferred operating

 | season(s) | operating | seasons(s)

 | | season(s) | ______________________________________ ______________________________________

 Map symbol | | | | | | |

 and soil name | Haul roads |Log landings| Logging | | Haul roads |Log landings| Logging

 | | | areas and | | | | areas and

 | | | skid roads | | | | skid roads _____________________________________________________________________________________________________________

 | | | | | | |

126B: | | | | | | |

 Au Gres----------|Poorly |Poorly |Poorly |Summer, |Well suited |Poorly |Poorly

 | suited: | suited: | suited: | winter. | | suited: | suited:

 | Wetness | Wetness | Low | | | Low | Low

 | | Low | strength | | | strength | strength

 | | strength | Wetness | | | |

 | | Sandiness | Sandiness | | | |

 | | | | | | |

 Deford-----------|Poorly |Poorly |Poorly |Summer, |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | winter. | suited: | suited: | suited:

 | Wetness | Ponding | Low | | Low | Low | Low

 | Low | Wetness | strength | | strength | strength | strength

 | strength | Low | Wetness | | | |

 | | strength | | | | |

 | | | | | | |

 Croswell---------|Moderately |Moderately |Moderately |Spring, |Well suited |Well suited |Well suited

 | suited: | suited: | suited: | fall, | | |

 | Sandiness | Sandiness | Sandiness | winter. | | |

 | | | | | | |

127A: | | | | | | |

 Au Gres----------|Poorly |Poorly |Poorly |Summer, |Well suited |Poorly |Poorly

 | suited: | suited: | suited: | winter. | | suited: | suited:

 | Wetness | Wetness | Low | | | Low | Low

 | | Low | strength | | | strength | strength

 | | strength | Wetness | | | |

 | | Sandiness | Sandiness | | | |

 | | | | | | |

 Kinross----------|Poorly |Poorly |Poorly |Summer, |Well suited |Poorly |Poorly

 | suited: | suited: | suited: | winter. | | suited: | suited:

 | Wetness | Ponding | Low | | | Low | Low

 | | Wetness | strength | | | strength | strength

 | | Low | Wetness | | | |

 | | strength | | | | |

 | | | | | | |

130C: | | | | | | |

 Garlic-----------|Well suited |Moderately |Well suited |Year round |Well suited |Moderately |Well suited

 | | suited: | | | | suited: |

 | | Slope | | | | Slope |

 | | | | | | |

 Alcona-----------|Well suited |Moderately |Moderately |Summer, |Well suited |Moderately |Moderately

 | | suited: | suited: | fall, | | suited: | suited:

 | | Low | Low | winter. | | Low | Low

 | | strength | strength | | | strength | strength

 | | Slope | | | | Slope |

 | | | | | | |

130E: | | | | | | |

 Garlic-----------|Moderately |Poorly |Moderately |Year round |Moderately |Poorly |Moderately

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Slope | Slope | Slope | | Slope | Slope | Slope

 | | | | | | |

 Alcona-----------|Moderately |Poorly |Moderately |Summer, |Moderately |Poorly |Moderately

 | suited: | suited: | suited: | fall, | suited: | suited: | suited:

 | Slope | Slope | Low | winter. | Slope | Slope | Low

 | | Low | strength | | | Low | strength

 | | strength | Slope | | | strength | Slope

 | | | | | | |
Keweenaw County Area, Michigan 245

Table 6.--Equipment Limitations on Woodland--Continued

_____________________________________________________________________________________________________________

 | | |

 | Ratings for most limiting | Preferred | Ratings for preferred operating

 | season(s) | operating | seasons(s)

 | | season(s) | ______________________________________ ______________________________________

 Map symbol | | | | | | |

 and soil name | Haul roads |Log landings| Logging | | Haul roads |Log landings| Logging

 | | | areas and | | | | areas and

 | | | skid roads | | | | skid roads _____________________________________________________________________________________________________________

 | | | | | | |

133C: | | | | | | |

 Keweenaw---------|Well suited |Moderately |Well suited |Year round |Well suited |Moderately |Well suited

 | | suited: | | | | suited: |

 | | Slope | | | | Slope |

 | | | | | | |

 Garlic-----------|Well suited |Moderately |Well suited |Year round |Well suited |Moderately |Well suited

 | | suited: | | | | suited: |

 | | Slope | | | | Slope |

 | | | | | | |

133E: | | | | | | |

 Keweenaw---------|Moderately |Poorly |Moderately |Year round |Moderately |Poorly |Moderately

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Slope | Slope | Slope | | Slope | Slope | Slope

 | | | | | | |

 Garlic-----------|Moderately |Poorly |Moderately |Year round |Moderately |Poorly |Moderately

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Slope | Slope | Slope | | Slope | Slope | Slope

 | | | | | | |

133F: | | | | | | |

 Keweenaw---------|Moderately |Poorly |Moderately |Year round |Moderately |Poorly |Moderately

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Slope | Slope | Slope | | Slope | Slope | Slope

 | | | | | | |

 Garlic-----------|Poorly |Poorly |Poorly |Year round |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Slope | Slope | Slope | | Slope | Slope | Slope

 | | | | | | |

136B: | | | | | | |

 Borgstrom--------|Well suited |Well suited |Well suited |Year round |Well suited |Well suited |Well suited

 | | | | | | |

 Ingalls----------|Poorly |Poorly |Poorly |Summer, |Well suited |Poorly |Poorly

 | suited: | suited: | suited: | winter. | | suited: | suited:

 | Wetness | Wetness | Low | | | Low | Low

 | Sandiness | Low | strength | | | strength | strength

 | Sandiness | strength | Wetness | | | |

 | | Sandiness | Sandiness | | | |

 | | | | | | |

142C: | | | | | | |

 Wallace----------|Well suited |Poorly |Poorly |Spring, |Well suited |Poorly |Poorly

 | | suited: | suited: | fall, | | suited: | suited:

 | | Low | Low | winter. | | Low | Low

 | | strength | strength | | | strength | strength

 | | Slope | | | | Slope |

 | | | | | | |

 Rubicon----------|Moderately |Moderately |Moderately |Spring, |Well suited |Moderately |Well suited

 | suited: | suited: | suited: | fall, | | suited: |

 | Sandiness | Sandiness | Sandiness | winter. | | Slope |

 | | Slope | | | | |

 | | | | | | |

142F: | | | | | | |

 Wallace----------|Moderately |Poorly |Poorly |Spring, |Moderately |Poorly |Poorly

 | suited: | suited: | suited: | fall, | suited: | suited: | suited:

 | Slope | Low | Low | winter. | Slope | Low | Low

 | | strength | strength | | | strength | strength

 | | Slope | Slope | | | Slope | Slope

 | | | | | | |
246 Soil Survey of

Table 6.--Equipment Limitations on Woodland--Continued

_____________________________________________________________________________________________________________

 | | |

 | Ratings for most limiting | Preferred | Ratings for preferred operating

 | season(s) | operating | seasons(s)

 | | season(s) | ______________________________________ ______________________________________

 Map symbol | | | | | | |

 and soil name | Haul roads |Log landings| Logging | | Haul roads |Log landings| Logging

 | | | areas and | | | | areas and

 | | | skid roads | | | | skid roads _____________________________________________________________________________________________________________

 | | | | | | |

142F: | | | | | | |

 Rubicon----------|Moderately |Poorly |Moderately |Spring, |Moderately |Poorly |Moderately

 | suited: | suited: | suited: | fall, | suited: | suited: | suited:

 | Slope | Slope | Slope | winter. | Slope | Slope | Slope

 | | Sandiness | Sandiness | | | |

 | | | | | | |

155C: | | | | | | |

 Montreal---------|Well suited |Moderately |Well suited |Summer, |Well suited |Moderately |Well suited

 | | suited: | | winter. | | suited: |

 | | Slope | | | | Slope |

 | | | | | | |

 Paavola----------|Moderately |Moderately |Well suited |Summer, |Moderately |Moderately |Well suited

 | suited: | suited: | | winter. | suited: | suited: |

 | Restrictive| Slope | | | Restrictive| Slope |

 | layer | | | | layer | |

 | | | | | | |

 Waiska-----------|Well suited |Moderately |Well suited |Year round |Well suited |Moderately |Well suited

 | | suited: | | | | suited: |

 | | Slope | | | | Slope |

 | | | | | | |

155E: | | | | | | |

 Montreal---------|Moderately |Poorly |Moderately |Summer, |Moderately |Poorly |Moderately

 | suited: | suited: | suited: | winter. | suited: | suited: | suited:

 | Slope | Slope | Slope | | Slope | Slope | Slope

 | | | | | | |

 Paavola----------|Moderately |Poorly |Moderately |Summer, |Moderately |Poorly |Moderately

 | suited: | suited: | suited: | winter. | suited: | suited: | suited:

 | Slope | Slope | Slope | | Slope | Slope | Slope

 | | | | | | |

 Waiska-----------|Moderately |Poorly |Moderately |Spring, |Moderately |Poorly |Moderately

 | suited: | suited: | suited: | fall, | suited: | suited: | suited:

 | Slope | Slope | Slope | winter. | Slope | Slope | Slope

 | | | | | | |

158A: | | | | | | |

 Arnheim----------|Poorly |Poorly |Poorly |Summer, |Well suited |Moderately |Moderately

 | suited: | suited: | suited: | winter. | | suited: | suited:

 | Wetness | Ponding | Wetness | | | Low | Low

 | | | | | | strength | strength

 | Flooding | Flooding | Low | | | |

 | | | strength | | | |

 | | Wetness | | | | |

 | | | | | | |

 Sturgeon---------|Poorly |Poorly |Poorly | --- |Moderately |Moderately |Moderately

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Wetness | Wetness | Wetness | | Low | Low | Low

 | Flooding | Flooding | Low | | strength | strength | strength

 | Low | Low | strength | | | |

 | strength | strength | | | | |

 | | | | | | |

 Pelkie-----------|Moderately |Moderately |Well suited | --- |Well suited |Well suited |Well suited

 | suited: | suited: | | | | |

 | Flooding | Flooding | | | | |

 | | | | | | |

161F: | | | | | | |

 Trimountain------|Poorly |Poorly |Poorly |Year round |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Slope | Slope | Slope | | Slope | Slope | Slope

 | | | | | | |
Keweenaw County Area, Michigan 247

Table 6.--Equipment Limitations on Woodland--Continued

_____________________________________________________________________________________________________________

 | | |

 | Ratings for most limiting | Preferred | Ratings for preferred operating

 | season(s) | operating | seasons(s)

 | | season(s) | ______________________________________ ______________________________________

 Map symbol | | | | | | |

 and soil name | Haul roads |Log landings| Logging | | Haul roads |Log landings| Logging

 | | | areas and | | | | areas and

 | | | skid roads | | | | skid roads _____________________________________________________________________________________________________________

 | | | | | | |

161F: | | | | | | |

 Lac La Belle-----|Poorly |Poorly |Poorly |Spring, |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | fall, | suited: | suited: | suited:

 | Slope | Slope | Slope | winter. | Slope | Slope | Slope

 | | | | | | |

 Waiska-----------|Poorly |Poorly |Poorly |Spring, |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | fall, | suited: | suited: | suited:

 | Slope | Slope | Slope | winter. | Slope | Slope | Slope

 | | | | | | |

162F: | | | | | | |

 Trimountain------|Poorly |Poorly |Poorly |Year round |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Slope | Slope | Slope | | Slope | Slope | Slope

 | | | | | | |

 Lac La Belle-----|Poorly |Poorly |Poorly |Spring, |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | fall, | suited: | suited: | suited:

 | Slope | Slope | Slope | winter. | Slope | Slope | Slope

 | | | | | | |

 Michigamme-------|Poorly |Poorly |Poorly |Summer, |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | fall, | suited: | suited: | suited:

 | Slope | Slope | Slope | winter. | Slope | Slope | Slope

 | Low | Low | Low | | Low | Low | Low

 | strength | strength | strength | | strength | strength | strength

 | | | | | | |

166B: | | | | | | |

 Gratiot----------|Poorly |Poorly |Poorly |Summer, |Well suited |Moderately |Moderately

 | suited: | suited: | suited: | winter. | | suited: | suited:

 | Wetness | Wetness | Wetness | | | Low | Low

 | | Low | Low | | | strength | strength

 | | strength | strength | | | |

 | | | | | | |

 Sabattis---------|Poorly |Poorly |Poorly |Winter |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Wetness | Ponding | Low | | Low | Low | Low

 | Low | Wetness | strength | | strength | strength | strength

 | strength | Low | Wetness | | | |

 | | strength | | | | |

 | | | | | | |

173C: | | | | | | |

 Montreal---------|Well suited |Moderately |Well suited |Summer, |Well suited |Moderately |Well suited

 | | suited: | | winter. | | suited: |

 | | Slope | | | | Slope |

 | | | | | | |

 Paavola----------|Well suited |Moderately |Well suited |Summer, |Well suited |Moderately |Well suited

 | | suited: | | winter. | | suited: |

 | | Slope | | | | Slope |

 | | | | | | |

 Dishno-----------|Moderately |Moderately |Moderately |Summer, |Well suited |Moderately |Well suited

 | suited: | suited: | suited: | fall, | | suited: |

 | Wetness | Wetness | Wetness | winter. | | Slope |

 | | Slope | | | | |

 | | | | | | |

173E: | | | | | | |

 Montreal---------|Moderately |Poorly |Moderately |Summer, |Moderately |Poorly |Moderately

 | suited: | suited: | suited: | winter. | suited: | suited: | suited:

 | Slope | Slope | Slope | | Slope | Slope | Slope

 | | | | | | |
248 Soil Survey of

Table 6.--Equipment Limitations on Woodland--Continued

_____________________________________________________________________________________________________________

 | | |

 | Ratings for most limiting | Preferred | Ratings for preferred operating

 | season(s) | operating | seasons(s)

 | | season(s) | ______________________________________ ______________________________________

 Map symbol | | | | | | |

 and soil name | Haul roads |Log landings| Logging | | Haul roads |Log landings| Logging

 | | | areas and | | | | areas and

 | | | skid roads | | | | skid roads _____________________________________________________________________________________________________________

 | | | | | | |

173E: | | | | | | |

 Paavola----------|Poorly |Poorly |Moderately |Summer, |Poorly |Poorly |Moderately

 | suited: | suited: | suited: | winter. | suited: | suited: | suited:

 | Restrictive| Slope | Slope | | Restrictive| Slope | Slope

 | layer | | | | layer | |

 | Slope | | | | Slope | |

 | | | | | | |

 Dishno-----------|Moderately |Poorly |Moderately |Spring, |Moderately |Poorly |Moderately

 | suited: | suited: | suited: | fall, | suited: | suited: | suited:

 | Wetness | Slope | Wetness | winter. | Slope | Slope | Slope

 | Slope | Wetness | Slope | | Restrictive| |

 | Restrictive| | | | layer | |

 | layer | | | | | |

 | | | | | | |

174B: | | | | | | |

 Montreal---------|Well suited |Moderately |Well suited |Summer, |Well suited |Moderately |Well suited

 | | suited: | | winter. | | suited: |

 | | Slope | | | | Slope |

 | | | | | | |

 Dishno-----------|Moderately |Moderately |Moderately |Summer, |Well suited |Moderately |Well suited

 | suited: | suited: | suited: | fall, | | suited: |

 | Wetness | Wetness | Wetness | winter. | | Slope |

 | | Slope | | | | |

 | | | | | | |

 Gratiot----------|Poorly |Poorly |Poorly |Summer, |Well suited |Moderately |Moderately

 | suited: | suited: | suited: | winter. | | suited: | suited:

 | Wetness | Wetness | Wetness | | | Low | Low

 | | Low | Low | | | strength | strength

 | | strength | strength | | | |

 | | | | | | |

177A: | | | | | | |

 Assinins---------|Poorly |Poorly |Poorly |Summer, |Well suited |Well suited |Well suited

 | suited: | suited: | suited: | winter. | | |

 | Wetness | Wetness | Wetness | | | |

 | | | | | | |

183C: | | | | | | |

 Munising---------|Well suited |Moderately |Well suited |Summer, |Well suited |Moderately |Well suited

 | | suited: | | winter. | | suited: |

 | | Slope | | | | Slope |

 | | | | | | |

 Abbaye-----------|Moderately |Moderately |Well suited |Year round |Moderately |Moderately |Well suited

 | suited: | suited: | | | suited: | suited: |

 | Restrictive| Slope | | | Restrictive| Slope |

 | layer | | | | layer | |

 | | | | | | |

 Yalmer-----------|Well suited |Moderately |Well suited |Summer, |Well suited |Moderately |Well suited

 | | suited: | | winter. | | suited: |

 | | Slope | | | | Slope |

 | | | | | | |

183E: | | | | | | |

 Munising---------|Moderately |Poorly |Moderately |Summer, |Moderately |Poorly |Moderately

 | suited: | suited: | suited: | winter. | suited: | suited: | suited:

 | Slope | Slope | Slope | | Slope | Slope | Slope

 | | | | | | |

 Abbaye-----------|Moderately |Poorly |Moderately |Year round |Moderately |Poorly |Moderately

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Restrictive| Slope | Slope | | Restrictive| Slope | Slope

 | layer | | | | layer | |

 | Slope | | | | Slope | |

 | | | | | | |
Keweenaw County Area, Michigan 249

Table 6.--Equipment Limitations on Woodland--Continued

_____________________________________________________________________________________________________________

 | | |

 | Ratings for most limiting | Preferred | Ratings for preferred operating

 | season(s) | operating | seasons(s)

 | | season(s) | ______________________________________ ______________________________________

 Map symbol | | | | | | |

 and soil name | Haul roads |Log landings| Logging | | Haul roads |Log landings| Logging

 | | | areas and | | | | areas and

 | | | skid roads | | | | skid roads _____________________________________________________________________________________________________________

 | | | | | | |

183E: | | | | | | |

 Yalmer-----------|Moderately |Poorly |Moderately |Summer, |Moderately |Poorly |Moderately

 | suited: | suited: | suited: | winter. | suited: | suited: | suited:

 | Slope | Slope | Slope | | Slope | Slope | Slope

 | | | | | | |

184C: | | | | | | |

 Munising---------|Well suited |Moderately |Well suited |Summer, |Well suited |Moderately |Well suited

 | | suited: | | winter. | | suited: |

 | | Slope | | | | Slope |

 | | | | | | |

 Yalmer-----------|Well suited |Moderately |Well suited |Summer, |Well suited |Moderately |Well suited

 | | suited: | | winter. | | suited: |

 | | Slope | | | | Slope |

 | | | | | | |

184E: | | | | | | |

 Munising---------|Moderately |Poorly |Moderately |Summer, |Moderately |Poorly |Moderately

 | suited: | suited: | suited: | winter. | suited: | suited: | suited:

 | Slope | Slope | Slope | | Slope | Slope | Slope

 | | | | | | |

 Yalmer-----------|Moderately |Poorly |Moderately |Summer, |Moderately |Poorly |Moderately

 | suited: | suited: | suited: | winter. | suited: | suited: | suited:

 | Slope | Slope | Slope | | Slope | Slope | Slope

 | | | | | | |

185B: | | | | | | |

 Munising---------|Well suited |Well suited |Well suited |Summer, |Well suited |Well suited |Well suited

 | | | | winter. | | |

 | | | | | | |

 Skanee-----------|Poorly |Poorly |Poorly |Summer, |Well suited |Well suited |Well suited

 | suited: | suited: | suited: | winter. | | |

 | Wetness | Wetness | Wetness | | | |

 | | | | | | |

185C: | | | | | | |

 Munising---------|Well suited |Moderately |Well suited |Summer, |Well suited |Moderately |Well suited

 | | suited: | | winter. | | suited: |

 | | Slope | | | | Slope |

 | | | | | | |

 Skanee-----------|Poorly |Poorly |Poorly |Summer, |Well suited |Well suited |Well suited

 | suited: | suited: | suited: | winter. | | |

 | Wetness | Wetness | Wetness | | | |

 | | | | | | |

187A: | | | | | | |

 Skanee-----------|Poorly |Poorly |Poorly |Summer, |Well suited |Well suited |Well suited

 | suited: | suited: | suited: | winter. | | |

 | Wetness | Wetness | Wetness | | | |

 | | | | | | |

 Gay--------------|Poorly |Poorly |Poorly |Summer, |Well suited |Poorly |Poorly

 | suited: | suited: | suited: | winter. | | suited: | suited:

 | Wetness | Ponding | Low | | | Low | Low

 | | Wetness | strength | | | strength | strength

 | | Low | Wetness | | | |

 | | strength | | | | |

 | | | | | | |

192B: | | | | | | |

 Nipissing--------|Moderately |Well suited |Well suited |Year round |Moderately |Well suited |Well suited

 | suited: | | | | suited: | |

 | Restrictive| | | | Restrictive| |

 | layer | | | | layer | |

 | | | | | | |
250 Soil Survey of

Table 6.--Equipment Limitations on Woodland--Continued

_____________________________________________________________________________________________________________

 | | |

 | Ratings for most limiting | Preferred | Ratings for preferred operating

 | season(s) | operating | seasons(s)

 | | season(s) | ______________________________________ ______________________________________

 Map symbol | | | | | | |

 and soil name | Haul roads |Log landings| Logging | | Haul roads |Log landings| Logging

 | | | areas and | | | | areas and

 | | | skid roads | | | | skid roads _____________________________________________________________________________________________________________

 | | | | | | |

192B: | | | | | | |

 Arcadian---------|Poorly |Poorly |Poorly |Year round |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Restrictive| Low | Low | | Restrictive| Low | Low

 | layer | strength | strength | | layer | strength | strength

 | | | | | | |

 Rock outcrop. | | | | | | |

 | | | | | | |

194B: | | | | | | |

 Copper Harbor----|Well suited |Well suited |Well suited |Spring, |Well suited |Well suited |Well suited

 | | | | fall, | | |

 | | | | winter. | | |

 | | | | | | |

195B: | | | | | | |

 Copper Harbor----|Well suited |Well suited |Well suited |Spring, |Well suited |Well suited |Well suited

 | | | | fall, | | |

 | | | | winter. | | |

 | | | | | | |

 Bete Grise-------|Poorly |Poorly |Poorly |Summer, |Well suited |Well suited |Well suited

 | suited: | suited: | suited: | winter. | | |

 | Wetness | Wetness | Wetness | | | |

 | | | | | | |

196B: | | | | | | |

 Bete Grise-------|Poorly |Poorly |Poorly |Summer, |Well suited |Well suited |Well suited

 | suited: | suited: | suited: | winter. | | |

 | Wetness | Wetness | Wetness | | | |

 | | | | | | |

 Tawas------------|Poorly |Poorly |Poorly |Winter |Poorly |Poorly |Poorly

 | suited: | suited: | suited: | | suited: | suited: | suited:

 | Wetness | Ponding | Low | | Low | Low | Low

 | Low | Wetness | strength | | strength | strength | strength

 | strength | Low | Wetness | | | |

 | | strength | | | | |

 | | | | | | |

301. | | | | | | |

 Udorthents- | | | | | | |

 Udipsamments | | | | | | |

 | | | | | | |

302. | | | | | | |

 Histosols and | | | | | | |

 Aquents | | | | | | |

 | | | | | | |

303. | | | | | | |

 Aquents and | | | | | | |

 Dumps, stamp | | | | | | |

 sand | | | | | | |

 | | | | | | |

310. | | | | | | |

 Dumps, mine | | | | | | |

 | | | | | | |

311. | | | | | | |

 Dumps, stamp sand| | | | | | |

 | | | | | | |

312. | | | | | | |

 Pits | | | | | | |

 | | | | | | |
Keweenaw County Area, Michigan 251

Table 6.--Equipment Limitations on Woodland--Continued

_____________________________________________________________________________________________________________

 | | |

 | Ratings for most limiting | Preferred | Ratings for preferred operating

 | season(s) | operating | seasons(s)

 | | season(s) | ______________________________________ ______________________________________

 Map symbol | | | | | | |

 and soil name | Haul roads |Log landings| Logging | | Haul roads |Log landings| Logging

 | | | areas and | | | | areas and

 | | | skid roads | | | | skid roads _____________________________________________________________________________________________________________

 | | | | | | |

313. | | | | | | |

 Dumps, sawdust | | | | | | |

 | | | | | | |

W. | | | | | | |

 Water | | | | | | |

 | | | | | | | _____________________________________________________________________________________________________________
252 Soil Survey of

Table 7.--Plant Communities on Selected Soils

(Absence of an entry indicates that information was not available)

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

2: | | | |

 Lupton------------------|Balsam fir |ABBA |Speckled alder |ALINR

 |Black ash |FRNI |Pennsylvania sedge |CAPE6

 |Black spruce |PIMA |Willow |SALIX

 |Northern whitecedar |THOC2-1 |Northern whitecedar |THOC2-1

 |Paper birch |BEPA |American elm |ULAM

 |Quaking aspen |POTR5 | |

 |Red maple |ACRU | |

 |Tamarack |LALA | |

 |White spruce |PIGL | |

 | | | |

 Tawas-------------------|Balsam fir |ABBA |Purple pitcherplant |SAPU4

 |Balsam poplar |POBA2 |Northern maidenhair |ADPE

 |Black ash |FRNI |Speckled alder |ALINR

 |Eastern arborvitae |THOC2 |Bluejoint |CACA4

 |Eastern hemlock |TSCA |Sedge |CAREX

 |Red maple |ACRU |Eastern teaberry |GAPR2

 | | |Tamarack |LALA

 | | |Balsam poplar |POBA2

 | | |Quaking aspen |POTR5

 | | |Brackenfern |PTERI

 | | |American elm |ULAM

 | | |Northern whitecedar |THOC2-1

 | | | |

3: | | | |

 Dawson------------------|Black spruce |PIMA |Chamaedaphne |CHAMA5

 |Tamarack |LALA |Sedge |CAREX

 | | |Bog Labradortea |LEGR

 | | | |

 Loxley------------------|Balsam fir |ABBA |Chamaedaphne |CHAMA5

 |Black spruce |PIMA |Eastern teaberry |GAPR2

 |Tamarack |LALA |Vaccinium |VACCI

 | | | |

6: | | | |

 Skandia-----------------|Balsam fir |ABBA |American elm |ULAM

 |Black ash |FRNI |Balsam fir |ABBA

 |Eastern arborvitae |THOC2 |Speckled alder |ALRU3

 |Eastern hemlock |TSCA |Sedge |CAREX

 |Tamarack |LALA |Bunchberry dogwood |COCA13

 | | |Idaho goldthread |COOC

 | | |Northern whitecedar |THOC2

 | | |American starflower |TRBO2

 | | | |

 Burt--------------------|Balsam fir |ABBA |Sedge |CAREX

 |Black spruce |PIMA |Northern dewberry |RUFL

 |Eastern arborvitae |THOC2 |Woodsorrel |OXALI

 |Eastern hemlock |TSCA |Bunchberry dogwood |COCA13

 |Quaking aspen |POTRT |Goldthread |COPTI

 |Red maple |ACRU |Speckled alder |ALINR

 | | |Horsetail |EQUIS

 | | |Sphagnum moss |SPHAG*

 | | |Canada mayflower |MACA4

 | | | |
Keweenaw County Area, Michigan 253

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

10: | | | |

 Cathro------------------|Balsam fir |ABBA |Rattlesnake fern |BOVI

 |Black spruce |PIMA |Northern dewberry |RUFL

 |Eastern arborvitae |THOC2 |Common ladyfern |ATFI

 |Paper birch |BEPA |Sedge |CAREX

 |Red maple |ACRU |American starflower |TRBO2

 |Tamarack |LALA |Naked miterwort |MINU3

 |White spruce |PIGL |Sphagnum moss |SPHAG*

 | | |Woodsorrel |OXALI

 | | |Goldthread |COPTI

 | | |Bedstraw |GALIU

 | | |Spinulose woodfern |DRCA11

 | | | |

 Sabattis----------------|Balsam fir |ABBA |Idaho goldthread |COOC

 |Black ash |FRNI |Northern whitecedar |THOC2-1

 |Black spruce |PIMA |American starflower |TRBO2

 |Northern whitecedar |THOC2-1 |Speckled alder |ALINR

 |Quaking aspen |POTR5 |Sedge |CAREX

 |Red maple |ACRU |Eastern hemlock |TSCA

 |Tamarack |LALA |American elm |ULAM

 |White spruce |PIGL |Balsam fir |ABBA

 |Yellow birch |BEAL2 |Bunchberry dogwood |COCA13

 | | | |

13: | | | |

 Tawas-------------------|Balsam fir |ABBA |Speckled alder |ALINR

 |Balsam poplar |POBA2 |Eastern teaberry |GAPR2

 |Black ash |FRNI |American elm |ULAM

 |Eastern arborvitae |THOC2 |Purple pitcherplant |SAPU4

 |Eastern hemlock |TSCA |Brackenfern |PTERI

 |Red maple |ACRU |Quaking aspen |POTR5

 | | |Balsam poplar |POBA2

 | | |Tamarack |LALA

 | | |Sedge |CAREX

 | | |Bluejoint |CACA4

 | | |Northern maidenhair |ADPE

 | | |Northern whitecedar |THOC2-1

 | | | |

 Deford------------------|Balsam fir |ABBA |Bunchberry dogwood |COCA13

 |Black ash |FRNI |Red maple |ACRU

 |Eastern arborvitae |THOC2 |Sedge |CAREX

 |Quaking aspen |POTRT |Sphagnum moss |SPHAG*

 |Red maple |ACRU |Northern whitecedar |THOC2-1

 |White spruce |PIGL | |

 | | | |

15B: | | | |

 Dawson------------------|Black spruce |PIMA |Chamaedaphne |CHAMA5

 |Tamarack |LALA |Bog Labradortea |LEGR

 | | |Sedge |CAREX

 | | | |

 Croswell----------------|Bigtooth aspen |POGR4 |Wintergreen |GAPR2

 |Black cherry |PRSE2 |Blueberry |VACCI

 |Eastern white pine |PIST |Starflower |TRIEN

 |Jack pine |PIBA2 |Thimbleberry |RUPA

 |Northern red oak |QURU |Brackenfern |PTERI

 |Paper birch |BEPA |Pin cherry |PRPE2

 |Quaking aspen |POTRT |Northern twinflower |LIBO3

 |Red maple |ACRU |Trailing arbutus |EPRE2

 |Red pine |PIRE |Swordfern |DRSE*

 | | | |
254 Soil Survey of

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

21G: | | | |

 Rock outcrop. | | | |

 | | | |

 Arcadian----------------|American basswood |TIAM |Spinulose woodfern |DRCA11

 |Eastern hemlock |TSCA |Wild sarsaparilla |ARNU2

 |Eastern hophornbeam |OSVI |Clayton's sweetroot |OSCL

 |Northern red oak |QURU |American starflower |TRBO2

 |Quaking aspen |POTR5 |Sambucus racemosa |SARAR3

 |Red maple |ACRU |Var. racemosa |

 |Sugar maple |ACSA3 |Violet |VIOLA

 |White ash |FRAM2 |Canada beadruby |MACA4

 |Yellow birch |BEAL2 |Claspleaf |STAM2

 | | | twistedstalk |

 | | |Sugar maple |ACSA3

 | | | |

39A: | | | |

 Betsy Bay---------------|Balsam fir |ABBA |Vaccinium |VACCI

 |Bigtooth aspen |POGR4 |Blackberry |RUBUS

 |Eastern hemlock |TSCA |Eastern hemlock |TSCA

 |Eastern white pine |PIST |American hazelnut |COAM3

 |Jack pine |PIBA2 |Common ninebark |PHOP

 |Northern whitecedar |THOC2-1 | |

 |Paper birch |BEPA | |

 |Quaking aspen |POTR5 | |

 |Red maple |ACRU | |

 |Yellow birch |BEAL2 | |

 | | | |

 Burt--------------------|Balsam fir |ABBA |Woodsorrel |OXALI

 |Black spruce |PIMA |Northern dewberry |RUFL

 |Eastern arborvitae |THOC2 |Sphagnum moss |SPHAG*

 |Eastern hemlock |TSCA |Horsetail |EQUIS

 |Quaking aspen |POTRT |Speckled alder |ALINR

 |Red maple |ACRU |Goldthread |COPTI

 | | |Bunchberry dogwood |COCA13

 | | |Sedge |CAREX

 | | |Canada mayflower |MACA4

 | | | |

 Deford------------------|Balsam fir |ABBA |Red maple |ACRU

 |Black ash |FRNI |Sedge |CAREX

 |Eastern arborvitae |THOC2 |Bunchberry dogwood |COCA13

 |Quaking aspen |POTRT |Sphagnum moss |SPHAG*

 |Red maple |ACRU |Northern whitecedar |THOC2

 |White spruce |PIGL | |

 | | | |

47A: | | | |

 Zeba--------------------|Balsam fir |ABBA |Sedge |CAREX

 |Bigtooth aspen |POGR4 |Threeleaf goldthread|COTR2

 |Eastern hemlock |TSCA |Yellow bluebeadlily |CLBO3

 |Paper birch |BEPA |Spinulose woodfern |DRCA11

 |Quaking aspen |POTR5 |Bunchberry dogwood |COCA13

 |Red maple |ACRU |Yellow birch |BEAL2

 |Sugar maple |ACSA3 |Canada beadruby |MACA4

 |White spruce |PIGL |White baneberry |ACAL*

 |Yellow birch |BEAL2 |Wild sarsaparilla |ARNU2

 | | |Shining clubmoss |HULU2

 | | |Mountain woodsorrel |OXMO

 | | |American starflower |TRBO2

 | | |Red maple |ACRU

 | | |Balsam fir |ABBA

 | | | |
Keweenaw County Area, Michigan 255

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

47A: | | | |

 Jacobsville-------------|Balsam fir |ABBA |Sphagnum moss |SPHAG*

 |Eastern hemlock |TSCA |Wild sarsaparilla |ARNU2

 |Quaking aspen |POTR5 |Cinnamon fern |OSCI

 |Red maple |ACRU |Sedge |CAREX

 |Yellow birch |BEAL2 |Streptopus |STLAR

 | | |Lanceolatus var. |

 | | |Roseus |

 | | |Red maple |ACRU

 | | |Northern whitecedar |THOC2-1

 | | |Common ladyfern |ATFI

 | | |Balsam fir |ABBA

 | | | |

51C: | | | |

 Arcadian----------------|American basswood |TIAM |Sambucus racemosa |SARAR3

 |Eastern hemlock |TSCA |Var. racemosa |

 |Eastern hophornbeam |OSVI |Spinulose woodfern |DRCA11

 |Northern red oak |QURU |Wild sarsaparilla |ARNU2

 |Quaking aspen |POTR5 |Clayton's sweetroot |OSCL

 |Red maple |ACRU |American starflower |TRBO2

 |Sugar maple |ACSA3 |Violet |VIOLA

 |White ash |FRAM2 |Canada beadruby |MACA4

 |Yellow birch |BEAL2 |Claspleaf |STAM2

 | | | twistedstalk |

 | | |Sugar maple |ACSA3

 | | | |

 Nipissing---------------|Balsam fir |ABBA |Mapleleaf viburnum |VIAC

 |Northern whitecedar |THOC2-1 |Thimbleberry |RUPA

 |Paper birch |BEPA |Wild sarsaparilla |ARNU2

 |Quaking aspen |POTR5 |Bigleaf aster |ASMA2

 |White spruce |PIGL | |

 | | | |

 Rock outcrop. | | | |

 | | | |

51E: | | | |

 Arcadian----------------|American basswood |TIAM |Spinulose woodfern |DRCA11

 |Eastern hemlock |TSCA |Wild sarsaparilla |ARNU2

 |Eastern hophornbeam |OSVI |Clayton's sweetroot |OSCL

 |Northern red oak |QURU |American starflower |TRBO2

 |Quaking aspen |POTR5 |Sambucus racemosa |SARAR3

 |Red maple |ACRU |Var. racemosa |

 |Sugar maple |ACSA3 |Violet |VIOLA

 |White ash |FRAM2 |Canada beadruby |MACA4

 |Yellow birch |BEAL2 |Claspleaf |STAM2

 | | | twistedstalk |

 | | |Sugar maple |ACSA3

 | | | |

 Nipissing---------------|Balsam fir |ABBA |Bigleaf aster |ASMA2

 |Northern whitecedar |THOC2-1 |Wild sarsaparilla |ARNU2

 |Paper birch |BEPA |Mapleleaf viburnum |VIAC

 |Quaking aspen |POTR5 |Thimbleberry |RUPA

 |White spruce |PIGL | |

 | | | |

 Rock outcrop. | | | |

 | | | |
256 Soil Survey of

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

52C: | | | |

 Arcadian----------------|American basswood |TIAM |Sugar maple |ACSA3

 |Eastern hemlock |TSCA |Claspleaf |STAM2

 |Eastern hophornbeam |OSVI | twistedstalk |

 |Northern red oak |QURU |Canada beadruby |MACA4

 |Quaking aspen |POTR5 |Violet |VIOLA

 |Red maple |ACRU |American starflower |TRBO2

 |Sugar maple |ACSA3 |Clayton's sweetroot |OSCL

 |White ash |FRAM2 |Wild sarsaparilla |ARNU2

 |Yellow birch |BEAL2 |Spinulose woodfern |DRCA11

 | | |Sambucus racemosa |SARAR3

 | | |Var. racemosa |

 | | | |

 Dishno------------------|Balsam fir |ABBA |Balsam fir |ABBA

 |Eastern hemlock |TSCA |Red maple |ACRU

 |Eastern white pine |PIST |Northern red oak |QURU

 |Quaking aspen |POTRT |Wild sarsaparilla |ARNU2

 |Red maple |ACRU |Violet |VIOLA

 |Sugar maple |ACSA3 |Brackenfern |PTAQ

 |Yellow birch |BEAL2 |Yellow beadlily |CLBO3

 | | |American fly |LOCA7

 | | |Honeysuckle |

 | | | twistedstalk |STREP3

 | | |Spinulose shield |DRSP4

 | | | fern |

 | | |Sugar maple |ACSA3

 | | |Bedstraw |GALIU

 | | |Thimbleberry |RUPA

 | | |Large leaved aster |ASMA2

 | | |Yellow birch |BEAL2

 | | |Northern whitecedar |THOC2-1

 | | | |

 Rock outcrop. | | | |

 | | | |

52E: | | | |

 Arcadian----------------|American basswood |TIAM |Canada beadruby |MACA4

 |Eastern hemlock |TSCA |Claspleaf |STAM2

 |Eastern hophornbeam |OSVI | twistedstalk |

 |Northern red oak |QURU |Sugar maple |ACSA3

 |Quaking aspen |POTR5 |Wild sarsaparilla |ARNU2

 |Red maple |ACRU |Violet |VIOLA

 |Sugar maple |ACSA3 |Sambucus racemosa |SARAR3

 |White ash |FRAM2 |Var. racemosa |

 |Yellow birch |BEAL2 |American starflower |TRBO2

 | | |Spinulose woodfern |DRCA11

 | | |Clayton's sweetroot |OSCL

 | | | |
Keweenaw County Area, Michigan 257

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

52E: | | | |

 Dishno------------------|Balsam fir |ABBA |Bedstraw |GALIU

 |Eastern hemlock |TSCA |Yellow beadlily |CLBO3

 |Eastern white pine |PIST |Brackenfern |PTAQ

 |Quaking aspen |POTRT |Spinulose shield |DRSP4

 |Red maple |ACRU | fern |

 |Sugar maple |ACSA3 |Violet |VIOLA

 |Yellow birch |BEAL2 |Northern red oak |QURU

 | | |Large leaved aster |ASMA2

 | | |Sugar maple |ACSA3

 | | |Balsam fir |ABBA

 | | |Twistedstalk |STREP3

 | | |Northern whitecedar |THOC2

 | | |Yellow birch |BEAL2

 | | |Red maple |ACRU

 | | |Wild sarsaparilla |ARNU2

 | | |American fly |LOCA7

 | | |Honeysuckle |

 | | | |

 Rock outcrop. | | | |

 | | | |

53E: | | | |

 Arcadian----------------|American basswood |TIAM |Claspleaf |STAM2

 |Eastern hemlock |TSCA | twistedstalk |

 |Eastern hophornbeam |OSVI |Violet |VIOLA

 |Northern red oak |QURU |Sugar maple |ACSA3

 |Quaking aspen |POTR5 |Wild sarsaparilla |ARNU2

 |Red maple |ACRU |Sambucus racemosa |SARAR3

 |Sugar maple |ACSA3 |Var. racemosa |

 |White ash |FRAM2 |American starflower |TRBO2

 |Yellow birch |BEAL2 |Clayton's sweetroot |OSCL

 | | |Canada beadruby |MACA4

 | | |Spinulose woodfern |DRCA11

 | | | |

 Michigamme--------------|Balsam fir |ABBA |Canada beadruby |MACA4

 |Bigtooth aspen |POGR4 |Sugar maple |ACSA3

 |Black cherry |PRSE2 |Sedge |CAREX

 |Eastern hemlock |TSCA |Yellow bluebeadlily |CLBO3

 |Red maple |ACRU |Spinulose woodfern |DRCA11

 |Sugar maple |ACSA3 |American fly |LOCA7

 |White spruce |PIGL | honeysuckle |

 |Yellow birch |BEAL2 |Shining clubmoss |HULU2

 | | |Hairy Solomon's seal|POPU4

 | | |Yellow birch |BEAL2

 | | |Sambucus racemosa |SARAR3

 | | |Var. racemosa |

 | | |Balsam fir |ABBA

 | | | |

 Rock outcrop. | | | |

 | | | |

53F: | | | |

 Arcadian----------------|American basswood |TIAM |Sugar maple |ACSA3

 |Eastern hemlock |TSCA |Claspleaf |STAM2

 |Eastern hophornbeam |OSVI | twistedstalk |

 |Northern red oak |QURU |Violet |VIOLA

 |Quaking aspen |POTR5 |Sambucus racemosa |SARAR3

 |Red maple |ACRU |Var. racemosa |

 |Sugar maple |ACSA3 |Canada beadruby |MACA4

 |White ash |FRAM2 |Spinulose woodfern |DRCA11

 |Yellow birch |BEAL2 |Wild sarsaparilla |ARNU2

 | | |Clayton's sweetroot |OSCL

 | | |American starflower |TRBO2

 | | | |
258 Soil Survey of

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

53F: | | | |

 Michigamme--------------|Balsam fir |ABBA |Sedge |CAREX

 |Bigtooth aspen |POGR4 |Yellow bluebeadlily |CLBO3

 |Black cherry |PRSE2 |Spinulose woodfern |DRCA11

 |Eastern hemlock |TSCA |American fly |LOCA7

 |Red maple |ACRU | honeysuckle |

 |Sugar maple |ACSA3 |Shining clubmoss |HULU2

 |White spruce |PIGL |Hairy Solomon's seal|POPU4

 |Yellow birch |BEAL2 |Yellow birch |BEAL2

 | | |Balsam fir |ABBA

 | | |Sambucus racemosa |SARAR3

 | | |Var. racemosa |

 | | |Sugar maple |ACSA3

 | | |Canada beadruby |MACA4

 | | | |

 Rock outcrop. | | | |

 | | | |

55B: | | | |

 Chocolay----------------|Sugar maple |ACSA3 |Sedge |CAREX

 | | |Shining clubmoss |HULU2

 | | |Ground pine |LYOB

 | | |Oakfern |GYDR

 | | |Spinulose shield |DRSP4

 | | | fern |

 | | |Sugar maple |ACSA3

 | | |Yellow beadlily |CLBO3

 | | |Canada mayflower |MACA4

 | | |Twistedstalk |STAM2

 | | |Hairy Solomon's seal|POPU4

 | | |Starflower |TRBO2

 | | | |

100B: | | | |

 Waiska------------------|American basswood |TIAM |Starflower |TRBO2

 |Balsam fir |ABBA |Large leaved aster |ASMA2

 |Eastern hemlock |TSCA |Wild sarsaparilla |ARNU2

 |Paper birch |BEPA |Brackenfern |PTAQ

 |Quaking aspen |POTRT |Ground pine |LYOB

 |Sugar maple |ACSA3 |Thimbleberry |RUPA

 |Yellow birch |BEAL2 |Clubmoss |LYCOP6

 | | |Yellow beadlily |CLBO3

 | | |Violet |VIOLA

 | | |Twistedstalk |STREP3

 | | |Sugar maple |ACSA3

 | | | |

100D: | | | |

 Waiska------------------|American basswood |TIAM |Yellow beadlily |CLBO3

 |Balsam fir |ABBA |Twistedstalk |STREP3

 |Eastern hemlock |TSCA |Violet |VIOLA

 |Paper birch |BEPA |Thimbleberry |RUPA

 |Quaking aspen |POTRT |Clubmoss |LYCOP6

 |Sugar maple |ACSA3 |Starflower |TRBO2

 |Yellow birch |BEAL2 |Sugar maple |ACSA3

 | | |Ground pine |LYOB

 | | |Brackenfern |PTAQ

 | | |Wild sarsaparilla |ARNU2

 | | |Large leaved aster |ASMA2

 | | | |
Keweenaw County Area, Michigan 259

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

102C: | | | |

 Waiska------------------|American basswood |TIAM |Sugar maple |ACSA3

 |Balsam fir |ABBA |Violet |VIOLA

 |Eastern hemlock |TSCA |Thimbleberry |RUPA

 |Paper birch |BEPA |Ground pine |LYOB

 |Quaking aspen |POTRT |Twistedstalk |STREP3

 |Sugar maple |ACSA3 |Yellow beadlily |CLBO3

 |Yellow birch |BEAL2 |Clubmoss |LYCOP6

 | | |Starflower |TRBO2

 | | |Large leaved aster |ASMA2

 | | |Wild sarsaparilla |ARNU2

 | | |Brackenfern |PTAQ

 | | | |

 Garlic------------------|Eastern hemlock |TSCA |Spinulose woodfern |DRCA11

 |Eastern white pine |PIST |Wild sarsaparilla |ARNU2

 |Paper birch |BEPA |Sugar maple |ACSA3

 |Quaking aspen |POTRT |Shining clubmoss |HULU2

 |Red maple |ACRU |Wintergreen |GAPR2

 |Red pine |PIRE |Twistedstalk |STAM2

 |Sugar maple |ACSA3 |Bunchberry dogwood |COCA13

 |Yellow birch |BEAL2 |Yellow beadlily |CLBO3

 | | |Ground pine |LYOB

 | | |American starflower |TRBO2

 | | |Canada mayflower |MACA4

 | | |Partridgeberry |MIRE

 | | | |

102E: | | | |

 Waiska------------------|American basswood |TIAM |Twistedstalk |STREP3

 |Balsam fir |ABBA |Thimbleberry |RUPA

 |Eastern hemlock |TSCA |Yellow beadlily |CLBO3

 |Paper birch |BEPA |Clubmoss |LYCOP6

 |Quaking aspen |POTRT |Starflower |TRBO2

 |Sugar maple |ACSA3 |Large leaved aster |ASMA2

 |Yellow birch |BEAL2 |Wild sarsaparilla |ARNU2

 | | |Brackenfern |PTAQ

 | | |Ground pine |LYOB

 | | |Sugar maple |ACSA3

 | | |Violet |VIOLA

 | | | |

 Garlic------------------|Eastern hemlock |TSCA |Canada mayflower |MACA4

 |Eastern white pine |PIST |Yellow beadlily |CLBO3

 |Paper birch |BEPA |Wild sarsaparilla |ARNU2

 |Quaking aspen |POTRT |Spinulose woodfern |DRCA11

 |Red maple |ACRU |Wintergreen |GAPR2

 |Red pine |PIRE |Shining clubmoss |HULU2

 |Sugar maple |ACSA3 |Bunchberry dogwood |COCA13

 |Yellow birch |BEAL2 |Partridgeberry |MIRE

 | | |Twistedstalk |STAM2

 | | |American starflower |TRBO2

 | | |Ground pine |LYOB

 | | |Sugar maple |ACSA3

 | | | |

102F: | | | |

 Waiska------------------|American basswood |TIAM |Violet |VIOLA

 |Balsam fir |ABBA |Thimbleberry |RUPA

 |Eastern hemlock |TSCA |Twistedstalk |STREP3

 |Paper birch |BEPA |Clubmoss |LYCOP6

 |Quaking aspen |POTRT |Large leaved aster |ASMA2

 |Sugar maple |ACSA3 |Wild sarsaparilla |ARNU2

 |Yellow birch |BEAL2 |Brackenfern |PTAQ

 | | |Ground pine |LYOB

 | | |Sugar maple |ACSA3

 | | |Yellow beadlily |CLBO3

 | | |Starflower |TRBO2

 | | | |
260 Soil Survey of

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

102F: | | | |

 Garlic------------------|Eastern hemlock |TSCA |Sugar maple |ACSA3

 |Eastern white pine |PIST |Wild sarsaparilla |ARNU2

 |Paper birch |BEPA |Spinulose woodfern |DRCA11

 |Quaking aspen |POTRT |Yellow beadlily |CLBO3

 |Red maple |ACRU |Ground pine |LYOB

 |Red pine |PIRE |American starflower |TRBO2

 |Sugar maple |ACSA3 |Bunchberry dogwood |COCA13

 |Yellow birch |BEAL2 |Wintergreen |GAPR2

 | | |Shining clubmoss |HULU2

 | | |Canada mayflower |MACA4

 | | |Partridgeberry |MIRE

 | | |Twistedstalk |STAM2

 | | | |

110B: | | | |

 Shelldrake--------------|Jack pine |PIBA2 |Shining club moss |HULU2

 |Red pine |PIRE |Wintergreen |PYROL

 | | |Lowbush blueberry |VAAN

 | | |Wood sorrel |OXMO

 | | |Brackenfern |PTERI

 | | |Sedge |CAREX

 | | |Wild lily-of-the- |MACA4

 | | | valley |

 | | |Starflower |TRIEN

 | | |Twinflower |LINNA

 | | |Hairgrass |DESCH

 | | |Spinulose shield |DRSP4

 | | | fern |

 | | |Goldthread |COPTI

 | | |Blueberry |VACCI

 | | | |

 Croswell----------------|Bigtooth aspen |POGR4 |Trailing arbutus |EPRE2

 |Black cherry |PRSE2 |Swordfern |DRSE*

 |Eastern white pine |PIST |Wintergreen |GAPR2

 |Jack pine |PIBA2 |Northern twinflower |LIBO3

 |Northern red oak |QURU |Pin cherry |PRPE2

 |Paper birch |BEPA |Brackenfern |PTERI

 |Quaking aspen |POTRT |Thimbleberry |RUPA

 |Red maple |ACRU |Starflower |TRIEN

 |Red pine |PIRE |Blueberry |VACCI

 | | | |

111B: | | | |

 Deer Park---------------|American beech |FAGR |Eastern teaberry |GAPR2

 |Black cherry |PRSE2 |Vaccinium |VACCI

 |Eastern white pine |PIST |Brackenfern |PTERI

 |Jack pine |PIBA2 |Sweet fern |COPE80

 |Northern red oak |QURU |Kinnikinnick |ARUV

 |Paper birch |BEPA | |

 |Quaking aspen |POTR5 | |

 |Red pine |PIRE | |

 | | | |

111D: | | | |

 Deer Park---------------|American beech |FAGR |Brackenfern |PTERI

 |Black cherry |PRSE2 |Sweet fern |COPE80

 |Eastern white pine |PIST |Kinnikinnick |ARUV

 |Jack pine |PIBA2 |Eastern teaberry |GAPR2

 |Northern red oak |QURU |Vaccinium |VACCI

 |Paper birch |BEPA | |

 |Quaking aspen |POTR5 | |

 |Red pine |PIRE | |

 | | | |
Keweenaw County Area, Michigan 261

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

111E: | | | |

 Deer Park---------------|American beech |FAGR |Vaccinium |VACCI

 |Black cherry |PRSE2 |Sweet fern |COPE80

 |Eastern white pine |PIST |Kinnikinnick |ARUV

 |Jack pine |PIBA2 |Eastern teaberry |GAPR2

 |Northern red oak |QURU |Brackenfern |PTERI

 |Paper birch |BEPA | |

 |Quaking aspen |POTR5 | |

 |Red pine |PIRE | |

 | | | |

111F: | | | |

 Deer Park---------------|American beech |FAGR |Eastern teaberry |GAPR2

 |Black cherry |PRSE2 |Kinnikinnick |ARUV

 |Eastern white pine |PIST |Sweet fern |COPE80

 |Jack pine |PIBA2 |Brackenfern |PTERI

 |Northern red oak |QURU |Vaccinium |VACCI

 |Paper birch |BEPA | |

 |Quaking aspen |POTR5 | |

 |Red pine |PIRE | |

 | | | |

112C: | | | |

 Deer Park---------------|American beech |FAGR |Kinnikinnick |ARUV

 |Black cherry |PRSE2 |Vaccinium |VACCI

 |Eastern white pine |PIST |Brackenfern |PTERI

 |Jack pine |PIBA2 |Sweet fern |COPE80

 |Northern red oak |QURU |Eastern teaberry |GAPR2

 |Paper birch |BEPA | |

 |Quaking aspen |POTR5 | |

 |Red pine |PIRE | |

 | | | |

 Croswell----------------|Bigtooth aspen |POGR4 |Blueberry |VACCI

 |Black cherry |PRSE2 |Starflower |TRIEN

 |Eastern white pine |PIST |Thimbleberry |RUPA

 |Jack pine |PIBA2 |Brackenfern |PTERI

 |Northern red oak |QURU |Pin cherry |PRPE2

 |Paper birch |BEPA |Trailing arbutus |EPRE2

 |Quaking aspen |POTRT |Wintergreen |GAPR2

 |Red maple |ACRU |Northern twinflower |LIBO3

 |Red pine |PIRE |Swordfern |DRSE*

 | | | |

113C: | | | |

 Rubicon-----------------|Bigtooth aspen |POGR4 |American witchhazel |HAVI4

 |Eastern white pine |PIST |Canada beadruby |MACA4

 |Jack pine |PIBA2 |Western brackenfern |PTAQ

 |Northern red oak |QURU |American starflower |TRBO2

 |Paper birch |BEPA |American beech |FAGR

 |Quaking aspen |POTR5 |Beaked hazelnut |COCO6

 |Red maple |ACRU |Sedge |CAREX

 |Red pine |PIRE |American hornbeam |CACA18

 | | |Bigleaf aster |ASMA2

 | | |Wild sarsaparilla |ARNU2

 | | |Sugar maple |ACSA3

 | | | |

 Croswell----------------|Bigtooth aspen |POGR4 |Blueberry |VACCI

 |Black cherry |PRSE2 |Starflower |TRIEN

 |Eastern white pine |PIST |Thimbleberry |RUPA

 |Jack pine |PIBA2 |Brackenfern |PTERI

 |Northern red oak |QURU |Northern twinflower |LIBO3

 |Paper birch |BEPA |Wintergreen |GAPR2

 |Quaking aspen |POTRT |Swordfern |DRSE*

 |Red maple |ACRU |Trailing arbutus |EPRE2

 |Red pine |PIRE |Pin cherry |PRPE2

 | | | |
262 Soil Survey of

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

120B: | | | |

 Garlic------------------|Eastern hemlock |TSCA |Ground pine |LYOB

 |Eastern white pine |PIST |Sugar maple |ACSA3

 |Paper birch |BEPA |Wild sarsaparilla |ARNU2

 |Quaking aspen |POTRT |Spinulose woodfern |DRCA11

 |Red maple |ACRU |Wintergreen |GAPR2

 |Red pine |PIRE |Shining clubmoss |HULU2

 |Sugar maple |ACSA3 |Canada mayflower |MACA4

 |Yellow birch |BEAL2 |Partridgeberry |MIRE

 | | |Twistedstalk |STAM2

 | | |American starflower |TRBO2

 | | |Yellow beadlily |CLBO3

 | | |Bunchberry dogwood |COCA13

 | | | |

120D: | | | |

 Garlic------------------|Eastern hemlock |TSCA |Sugar maple |ACSA3

 |Eastern white pine |PIST |Wild sarsaparilla |ARNU2

 |Paper birch |BEPA |Spinulose woodfern |DRCA11

 |Quaking aspen |POTRT |Wintergreen |GAPR2

 |Red maple |ACRU |Shining clubmoss |HULU2

 |Red pine |PIRE |Canada mayflower |MACA4

 |Sugar maple |ACSA3 |Partridgeberry |MIRE

 |Yellow birch |BEAL2 |Twistedstalk |STAM2

 | | |American starflower |TRBO2

 | | |Ground pine |LYOB

 | | |Bunchberry dogwood |COCA13

 | | |Yellow beadlily |CLBO3

 | | | |

120E: | | | |

 Garlic------------------|Eastern hemlock |TSCA |Bunchberry dogwood |COCA13

 |Eastern white pine |PIST |Spinulose woodfern |DRCA11

 |Paper birch |BEPA |Wintergreen |GAPR2

 |Quaking aspen |POTRT |Canada mayflower |MACA4

 |Red maple |ACRU |Sugar maple |ACSA3

 |Red pine |PIRE |Wild sarsaparilla |ARNU2

 |Sugar maple |ACSA3 |Ground pine |LYOB

 |Yellow birch |BEAL2 |Yellow beadlily |CLBO3

 | | |Shining clubmoss |HULU2

 | | |Partridgeberry |MIRE

 | | |Twistedstalk |STAM2

 | | |American starflower |TRBO2

 | | | |

125A: | | | |

 Croswell----------------|Bigtooth aspen |POGR4 |Thimbleberry |RUPA

 |Black cherry |PRSE2 |Wintergreen |GAPR2

 |Eastern white pine |PIST |Northern twinflower |LIBO3

 |Jack pine |PIBA2 |Pin cherry |PRPE2

 |Northern red oak |QURU |Blueberry |VACCI

 |Paper birch |BEPA |Starflower |TRIEN

 |Quaking aspen |POTRT |Trailing arbutus |EPRE2

 |Red maple |ACRU |Brackenfern |PTERI

 |Red pine |PIRE |Swordfern |DRSE*

 | | | |

 Au Gres-----------------|Balsam fir |ABBA |Common ninebark |PHOP

 |Bigtooth aspen |POGR4 |Blackberry |RUBUS

 |Eastern hemlock |TSCA |Eastern hemlock |TSCA

 |Eastern white pine |PIST |American hazelnut |COAM3

 |Jack pine |PIBA2 |Vaccinium |VACCI

 |Northern whitecedar |THOC2-1 | |

 |Paper birch |BEPA | |

 |Quaking aspen |POTR5 | |

 |Red maple |ACRU | |

 |Yellow birch |BEAL2 | |

 | | | |
Keweenaw County Area, Michigan 263

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

126B: | | | |

 Au Gres-----------------|Balsam fir |ABBA |Blackberry |RUBUS

 |Bigtooth aspen |POGR4 |Eastern hemlock |TSCA

 |Eastern hemlock |TSCA |American hazelnut |COAM3

 |Eastern white pine |PIST |Common ninebark |PHOP

 |Jack pine |PIBA2 |Vaccinium |VACCI

 |Northern whitecedar |THOC2-1 | |

 |Paper birch |BEPA | |

 |Quaking aspen |POTR5 | |

 |Red maple |ACRU | |

 |Yellow birch |BEAL2 | |

 | | | |

 Deford------------------|Balsam fir |ABBA |Red maple |ACRU

 |Black ash |FRNI |Sedge |CAREX

 |Eastern arborvitae |THOC2 |Bunchberry dogwood |COCA13

 |Quaking aspen |POTRT |Sphagnum moss |SPHAG*

 |Red maple |ACRU |Northern whitecedar |THOC2

 |White spruce |PIGL | |

 | | | |

 Croswell----------------|Bigtooth aspen |POGR4 |Trailing arbutus |EPRE2

 |Black cherry |PRSE2 |Swordfern |DRSE*

 |Eastern white pine |PIST |Wintergreen |GAPR2

 |Jack pine |PIBA2 |Northern twinflower |LIBO3

 |Northern red oak |QURU |Pin cherry |PRPE2

 |Paper birch |BEPA |Brackenfern |PTERI

 |Quaking aspen |POTRT |Thimbleberry |RUPA

 |Red maple |ACRU |Starflower |TRIEN

 |Red pine |PIRE |Blueberry |VACCI

 | | | |

127A: | | | |

 Au Gres-----------------|Balsam fir |ABBA |Blackberry |RUBUS

 |Bigtooth aspen |POGR4 |Vaccinium |VACCI

 |Eastern hemlock |TSCA |Common ninebark |PHOP

 |Eastern white pine |PIST |American hazelnut |COAM3

 |Jack pine |PIBA2 |Eastern hemlock |TSCA

 |Northern whitecedar |THOC2-1 | |

 |Paper birch |BEPA | |

 |Quaking aspen |POTR5 | |

 |Red maple |ACRU | |

 |Yellow birch |BEAL2 | |

 | | | |

 Kinross-----------------|Balsam fir |ABBA |Balsam fir |ABBA

 |Black spruce |PIMA |Jack pine |PIBA2

 |Eastern white pine |PIST |Vaccinium |VACCI

 |Jack pine |PIBA2 |Speckled alder |ALINR

 |Northern whitecedar |THOC2-1 |Northern whitecedar |THOC2-1

 |Paper birch |BEPA |Eastern hemlock |TSCA

 |Quaking aspen |POTR5 | |

 |Red maple |ACRU | |

 |Tamarack |LALA | |

 | | | |

130C: | | | |

 Garlic------------------|Eastern hemlock |TSCA |Spinulose woodfern |DRCA11

 |Eastern white pine |PIST |Bunchberry dogwood |COCA13

 |Paper birch |BEPA |Yellow beadlily |CLBO3

 |Quaking aspen |POTRT |Ground pine |LYOB

 |Red maple |ACRU |Sugar maple |ACSA3

 |Red pine |PIRE |Wild sarsaparilla |ARNU2

 |Sugar maple |ACSA3 |Wintergreen |GAPR2

 |Yellow birch |BEAL2 |Shining clubmoss |HULU2

 | | |Canada mayflower |MACA4

 | | |Partridgeberry |MIRE

 | | |Twistedstalk |STAM2

 | | |American starflower |TRBO2

 | | | |
264 Soil Survey of

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

130C: | | | |

 Alcona------------------|American basswood |TIAM |Canada mayflower |MACA4

 |Eastern white pine |PIST |Spinulose woodfern |DRCA11

 |Northern red oak |QURU |Downy yellow violet |VIPU3

 |Red maple |ACRU |Elderberry |SAMBU

 |Red pine |PIRE |Hairy Solomon's seal|POPU4

 |Sugar maple |ACSA3 |Twistedstalk |STAM2

 |Yellow birch |BEAL2 |Starflower |TRIEN

 | | |Sedge |CAREX

 | | | |

130E: | | | |

 Garlic------------------|Eastern hemlock |TSCA |Shining clubmoss |HULU2

 |Eastern white pine |PIST |Wintergreen |GAPR2

 |Paper birch |BEPA |Bunchberry dogwood |COCA13

 |Quaking aspen |POTRT |Yellow beadlily |CLBO3

 |Red maple |ACRU |Ground pine |LYOB

 |Red pine |PIRE |American starflower |TRBO2

 |Sugar maple |ACSA3 |Twistedstalk |STAM2

 |Yellow birch |BEAL2 |Partridgeberry |MIRE

 | | |Canada mayflower |MACA4

 | | |Spinulose woodfern |DRCA11

 | | |Wild sarsaparilla |ARNU2

 | | |Sugar maple |ACSA3

 | | | |

 Alcona------------------|American basswood |TIAM |Sedge |CAREX

 |Eastern white pine |PIST |Hairy Solomon's seal|POPU4

 |Northern red oak |QURU |Canada mayflower |MACA4

 |Red maple |ACRU |Spinulose woodfern |DRCA11

 |Red pine |PIRE |Downy yellow violet |VIPU3

 |Sugar maple |ACSA3 |Elderberry |SAMBU

 |Yellow birch |BEAL2 |Twistedstalk |STAM2

 | | |Starflower |TRIEN

 | | | |

133C: | | | |

 Keweenaw----------------|Balsam fir |ABBA |Yellow bluebeadlily |CLBO3

 |Black cherry |PRSE2 |Spinulose woodfern |DRCA11

 |Eastern hemlock |TSCA |Wild sarsaparilla |ARNU2

 |Eastern white pine |PIST |Shining clubmoss |HULU2

 |Northern red oak |QURU |American starflower |TRBO2

 |Paper birch |BEPA |Sambucus racemosa |SARAR3

 |Quaking aspen |POTR5 |Var. racemosa |

 |Red maple |ACRU |Canada beadruby |MACA4

 |Sugar maple |ACSA3 |Western brackenfern |PTAQ

 |Yellow birch |BEAL2 |Streptopus |STLAR

 | | |Lanceolatus var. |

 | | |Roseus |

 | | |Feather Solomon's |MARAR

 | | | seal |

 | | | |

 Garlic------------------|Eastern hemlock |TSCA |Shining clubmoss |HULU2

 |Eastern white pine |PIST |Bunchberry dogwood |COCA13

 |Paper birch |BEPA |Wintergreen |GAPR2

 |Quaking aspen |POTRT |Spinulose woodfern |DRCA11

 |Red maple |ACRU |Wild sarsaparilla |ARNU2

 |Red pine |PIRE |Sugar maple |ACSA3

 |Sugar maple |ACSA3 |Canada mayflower |MACA4

 |Yellow birch |BEAL2 |Partridgeberry |MIRE

 | | |Twistedstalk |STAM2

 | | |American starflower |TRBO2

 | | |Ground pine |LYOB

 | | |Yellow beadlily |CLBO3

 | | | |
Keweenaw County Area, Michigan 265

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

133E: | | | |

 Keweenaw----------------|Balsam fir |ABBA |Shining clubmoss |HULU2

 |Black cherry |PRSE2 |Yellow bluebeadlily |CLBO3

 |Eastern hemlock |TSCA |Spinulose woodfern |DRCA11

 |Eastern white pine |PIST |Wild sarsaparilla |ARNU2

 |Northern red oak |QURU |American starflower |TRBO2

 |Paper birch |BEPA |Sambucus racemosa |SARAR3

 |Quaking aspen |POTR5 |Var. racemosa |

 |Red maple |ACRU |Canada beadruby |MACA4

 |Sugar maple |ACSA3 |Western brackenfern |PTAQ

 |Yellow birch |BEAL2 |Streptopus |STLAR

 | | |Lanceolatus var. |

 | | |Roseus |

 | | |Feather Solomon's |MARAR

 | | | seal |

 | | | |

 Garlic------------------|Eastern hemlock |TSCA |Sugar maple |ACSA3

 |Eastern white pine |PIST |Wintergreen |GAPR2

 |Paper birch |BEPA |Ground pine |LYOB

 |Quaking aspen |POTRT |Canada mayflower |MACA4

 |Red maple |ACRU |Partridgeberry |MIRE

 |Red pine |PIRE |Wild sarsaparilla |ARNU2

 |Sugar maple |ACSA3 |Twistedstalk |STAM2

 |Yellow birch |BEAL2 |American starflower |TRBO2

 | | |Yellow beadlily |CLBO3

 | | |Bunchberry dogwood |COCA13

 | | |Spinulose woodfern |DRCA11

 | | |Shining clubmoss |HULU2

 | | | |

133F: | | | |

 Keweenaw----------------|Balsam fir |ABBA |Yellow bluebeadlily |CLBO3

 |Black cherry |PRSE2 |Shining clubmoss |HULU2

 |Eastern hemlock |TSCA |Spinulose woodfern |DRCA11

 |Eastern white pine |PIST |Wild sarsaparilla |ARNU2

 |Northern red oak |QURU |American starflower |TRBO2

 |Paper birch |BEPA |Sambucus racemosa |SARAR3

 |Quaking aspen |POTR5 |Var. racemosa |

 |Red maple |ACRU |Canada beadruby |MACA4

 |Sugar maple |ACSA3 |Western brackenfern |PTAQ

 |Yellow birch |BEAL2 |Streptopus |STLAR

 | | |Lanceolatus var. |

 | | |Roseus |

 | | |Feather Solomon's |MARAR

 | | | seal |

 | | | |

 Garlic------------------|Eastern hemlock |TSCA |Sugar maple |ACSA3

 |Eastern white pine |PIST |Wild sarsaparilla |ARNU2

 |Paper birch |BEPA |Spinulose woodfern |DRCA11

 |Quaking aspen |POTRT |Wintergreen |GAPR2

 |Red maple |ACRU |Shining clubmoss |HULU2

 |Red pine |PIRE |Canada mayflower |MACA4

 |Sugar maple |ACSA3 |Partridgeberry |MIRE

 |Yellow birch |BEAL2 |Ground pine |LYOB

 | | |Yellow beadlily |CLBO3

 | | |Bunchberry dogwood |COCA13

 | | |Twistedstalk |STAM2

 | | |American starflower |TRBO2

 | | | |
266 Soil Survey of

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

136B: | | | |

 Borgstrom---------------|American beech |FAGR |Bunchberry dogwood |COCA13

 |Eastern hemlock |TSCA |Starflower |TRIEN

 |Quaking aspen |POTR5 |Spinulose woodfern |DRCA11

 |Red maple |ACRU |Mountain woodsorrel |OXMO

 |Sugar maple |ACSA3 |Red maple |ACRU

 |Yellow birch |BEAL2 |Sugar maple |ACSA3

 | | | |

 Ingalls-----------------|Balsam fir |ABBA |Sweet fern |COPE80

 |Eastern hemlock |TSCA |American elm |ULAM

 |Jack pine |PIBA2 |Blackberry |RUBUS

 |Northern pin oak |QUEL |Sedge |CAREX

 |Northern whitecedar |THOC2-1 | |

 |Paper birch |BEPA | |

 |Quaking aspen |POTR5 | |

 |Red maple |ACRU | |

 |Sugar maple |ACSA3 | |

 |White ash |FRAM2 | |

 | | | |

142C: | | | |

 Wallace-----------------|Balsam fir |ABBA |Bluebell bellflower |CARO2

 |Eastern hemlock |TSCA |Twinflower |LIBO3

 |Eastern white pine |PIST |Western brackenfern |PTAQ

 |Paper birch |BEPA |Kinnikinnick |ARUV

 |Quaking aspen |POTR5 | |

 |Red maple |ACRU | |

 |Red pine |PIRE | |

 |Sugar maple |ACSA3 | |

 | | | |

 Rubicon-----------------|Bigtooth aspen |POGR4 |Beaked hazelnut |COCO6

 |Eastern white pine |PIST |American beech |FAGR

 |Jack pine |PIBA2 |American witchhazel |HAVI4

 |Northern red oak |QURU |Canada beadruby |MACA4

 |Paper birch |BEPA |Western brackenfern |PTAQ

 |Quaking aspen |POTR5 |American starflower |TRBO2

 |Red maple |ACRU |Sugar maple |ACSA3

 |Red pine |PIRE |Sedge |CAREX

 | | |American hornbeam |CACA18

 | | |Bigleaf aster |ASMA2

 | | |Wild sarsaparilla |ARNU2

 | | | |

142F: | | | |

 Wallace-----------------|Balsam fir |ABBA |Twinflower |LIBO3

 |Eastern hemlock |TSCA |Kinnikinnick |ARUV

 |Eastern white pine |PIST |Bluebell bellflower |CARO2

 |Paper birch |BEPA |Western brackenfern |PTAQ

 |Quaking aspen |POTR5 | |

 |Red maple |ACRU | |

 |Red pine |PIRE | |

 |Sugar maple |ACSA3 | |

 | | | |

 Rubicon-----------------|Bigtooth aspen |POGR4 |Wild sarsaparilla |ARNU2

 |Eastern white pine |PIST |Bigleaf aster |ASMA2

 |Jack pine |PIBA2 |American starflower |TRBO2

 |Northern red oak |QURU |American hornbeam |CACA18

 |Paper birch |BEPA |Sugar maple |ACSA3

 |Quaking aspen |POTR5 |Western brackenfern |PTAQ

 |Red maple |ACRU |Canada beadruby |MACA4

 |Red pine |PIRE |American witchhazel |HAVI4

 | | |American beech |FAGR

 | | |Beaked hazelnut |COCO6

 | | |Sedge |CAREX

 | | | |
Keweenaw County Area, Michigan 267

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

155C: | | | |

 Montreal----------------|American basswood |TIAM |Violet |VIOLA

 |Eastern hemlock |TSCA |Canada beadruby |MACA4

 |Eastern hophornbeam |OSVI |Claspleaf |STAM2

 |Northern red oak |QURU | twistedstalk |

 |Quaking aspen |POTR5 |Sugar maple |ACSA3

 |Red maple |ACRU |Clayton's sweetroot |OSCL

 |Sugar maple |ACSA3 |Sambucus racemosa |SARAR3

 |Yellow birch |BEAL2 |Var. racemosa |

 | | |American starflower |TRBO2

 | | |Spinulose woodfern |DRCA11

 | | |Wild sarsaparilla |ARNU2

 | | | |

 Paavola-----------------|American basswood |TIAM |Spinulose woodfern |DRCA11

 |Eastern hemlock |TSCA |Clayton's sweetroot |OSCL

 |Eastern hophornbeam |OSVI |Sambucus racemosa |SARAR3

 |Northern red oak |QURU |Var. racemosa |

 |Quaking aspen |POTR5 |Wild sarsaparilla |ARNU2

 |Red maple |ACRU |American starflower |TRBO2

 |Sugar maple |ACSA3 |Sugar maple |ACSA3

 |Yellow birch |BEAL2 |Claspleaf |STAM2

 | | | twistedstalk |

 | | |Canada beadruby |MACA4

 | | |Violet |VIOLA

 | | | |

 Waiska------------------|American basswood |TIAM |Thimbleberry |RUPA

 |Balsam fir |ABBA |Yellow beadlily |CLBO3

 |Eastern hemlock |TSCA |Starflower |TRBO2

 |Paper birch |BEPA |Large leaved aster |ASMA2

 |Quaking aspen |POTRT |Wild sarsaparilla |ARNU2

 |Sugar maple |ACSA3 |Violet |VIOLA

 |Yellow birch |BEAL2 |Sugar maple |ACSA3

 | | |Twistedstalk |STREP3

 | | |Ground pine |LYOB

 | | |Brackenfern |PTAQ

 | | |Clubmoss |LYCOP6

 | | | |

155E: | | | |

 Montreal----------------|American basswood |TIAM |Sugar maple |ACSA3

 |Eastern hemlock |TSCA |Claspleaf |STAM2

 |Eastern hophornbeam |OSVI | twistedstalk |

 |Northern red oak |QURU |Canada beadruby |MACA4

 |Quaking aspen |POTR5 |Violet |VIOLA

 |Red maple |ACRU |Sambucus racemosa |SARAR3

 |Sugar maple |ACSA3 |Var. racemosa |

 |Yellow birch |BEAL2 |American starflower |TRBO2

 | | |Clayton's sweetroot |OSCL

 | | |Wild sarsaparilla |ARNU2

 | | |Spinulose woodfern |DRCA11

 | | | |

 Paavola-----------------|American basswood |TIAM |Spinulose woodfern |DRCA11

 |Eastern hemlock |TSCA |Wild sarsaparilla |ARNU2

 |Eastern hophornbeam |OSVI |Clayton's sweetroot |OSCL

 |Northern red oak |QURU |American starflower |TRBO2

 |Quaking aspen |POTR5 |Sambucus racemosa |SARAR3

 |Red maple |ACRU |Var. racemosa |

 |Sugar maple |ACSA3 |Violet |VIOLA

 |Yellow birch |BEAL2 |Canada beadruby |MACA4

 | | |Claspleaf |STAM2

 | | | twistedstalk |

 | | |Sugar maple |ACSA3

 | | | |
268 Soil Survey of

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

155E: | | | |

 Waiska------------------|American basswood |TIAM |Yellow beadlily |CLBO3

 |Balsam fir |ABBA |Wild sarsaparilla |ARNU2

 |Eastern hemlock |TSCA |Twistedstalk |STREP3

 |Paper birch |BEPA |Violet |VIOLA

 |Quaking aspen |POTRT |Thimbleberry |RUPA

 |Sugar maple |ACSA3 |Clubmoss |LYCOP6

 |Yellow birch |BEAL2 |Starflower |TRBO2

 | | |Large leaved aster |ASMA2

 | | |Sugar maple |ACSA3

 | | |Brackenfern |PTAQ

 | | |Ground pine |LYOB

 | | | |

158A: | | | |

 Arnheim-----------------|American elm |ULAM |Speckled alder |ALINR

 |Balsam fir |ABBA |Sphagnum moss |SPHAG*

 |Black spruce |PIMA |Sedge |CAREX

 |Northern whitecedar |THOC2-1 |Cinnamon fern |OSCI

 |Paper birch |BEPA |Jewelweed |IMCA

 |Quaking aspen |POTR5 |Mint |MENTH

 |Red maple |ACRU |Nettle |URTIC

 |Tamarack |LALA |Balsam fir |ABBA

 |White spruce |PIGL |Common ladyfern |ATFI

 | | |Willow |SALIX

 | | |Red maple |ACRU

 | | | |

 Sturgeon----------------|American basswood |TIAM |Sedge |CAREX

 |American elm |ULAM |Spinulose woodfern |DRCA11

 |Balsam fir |ABBA |Yellow birch |BEAL2

 |Eastern hemlock |TSCA |Sugar maple |ACSA3

 |Northern whitecedar |THOC2-1 |Canada beadruby |MACA4

 |Quaking aspen |POTR5 |Common ladyfern |ATFI

 |Red maple |ACRU |Willow |SALIX

 |Sugar maple |ACSA3 |Red maple |ACRU

 |White spruce |PIGL |Redosier dogwood |COSES

 |Yellow birch |BEAL2 |Clayton's sweetroot |OSCL

 | | |White spruce |PIGL

 | | | |

 Pelkie------------------|American basswood |TIAM |Streptopus |STLAR

 |American elm |ULAM |Lanceolatus var. |

 |Red maple |ACRU |Roseus |

 |Sugar maple |ACSA3 |Canada beadruby |MACA4

 |White spruce |PIGL |Common ladyfern |ATFI

 |Yellow birch |BEAL2 |Violet |VIOLA

 | | |American starflower |TRBO2

 | | |Sugar maple |ACSA3

 | | |Sedge |CAREX

 | | |Spinulose woodfern |DRCA11

 | | |Clayton's sweetroot |OSCL

 | | |Hairy Solomon's seal|POPU4

 | | | |

161F: | | | |

 Trimountain-------------|American basswood |TIAM |Spinulose woodfern |DRCA11

 |Eastern hemlock |TSCA |Wild sarsaparilla |ARNU2

 |Eastern hophornbeam |OSVI |Clayton's sweetroot |OSCL

 |Northern red oak |QURU |Sambucus racemosa |SARAR3

 |Quaking aspen |POTR5 |Var. racemosa |

 |Red maple |ACRU |Violet |VIOLA

 |Sugar maple |ACSA3 |Canada beadruby |MACA4

 |Yellow birch |BEAL2 |Claspleaf |STAM2

 | | | twistedstalk |

 | | |Sugar maple |ACSA3

 | | | |
Keweenaw County Area, Michigan 269

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

161F: | | | |

 Lac La Belle------------|American basswood |TIAM |Spinulose woodfern |DRCA11

 |Eastern hemlock |TSCA |Wild sarsaparilla |ARNU2

 |Eastern hophornbeam |OSVI |Clayton's sweetroot |OSCL

 |Northern red oak |QURU |American starflower |TRBO2

 |Quaking aspen |POTR5 |Sambucus racemosa |SARAR3

 |Red maple |ACRU |Var. racemosa |

 |Sugar maple |ACSA3 |Violet |VIOLA

 | | |Canada beadruby |MACA4

 | | |Claspleaf |STAM2

 | | | twistedstalk |

 | | |Sugar maple |ACSA3

 | | | |

 Waiska------------------|American basswood |TIAM |Thimbleberry |RUPA

 |Balsam fir |ABBA |Wild sarsaparilla |ARNU2

 |Eastern hemlock |TSCA |Twistedstalk |STREP3

 |Paper birch |BEPA |Sugar maple |ACSA3

 |Quaking aspen |POTRT |Ground pine |LYOB

 |Sugar maple |ACSA3 |Brackenfern |PTAQ

 |Yellow birch |BEAL2 |Large leaved aster |ASMA2

 | | |Starflower |TRBO2

 | | |Violet |VIOLA

 | | |Clubmoss |LYCOP6

 | | |Yellow beadlily |CLBO3

 | | | |

162F: | | | |

 Trimountain-------------|American basswood |TIAM |Violet |VIOLA

 |Eastern hemlock |TSCA |Claspleaf |STAM2

 |Eastern hophornbeam |OSVI | twistedstalk |

 |Northern red oak |QURU |Sugar maple |ACSA3

 |Quaking aspen |POTR5 |Canada beadruby |MACA4

 |Red maple |ACRU |Spinulose woodfern |DRCA11

 |Sugar maple |ACSA3 |Wild sarsaparilla |ARNU2

 |Yellow birch |BEAL2 |Clayton's sweetroot |OSCL

 | | |Sambucus racemosa |SARAR3

 | | |Var. racemosa |

 | | | |

 Lac La Belle------------|American basswood |TIAM |Wild sarsaparilla |ARNU2

 |Eastern hemlock |TSCA |Clayton's sweetroot |OSCL

 |Eastern hophornbeam |OSVI |American starflower |TRBO2

 |Northern red oak |QURU |Sambucus racemosa |SARAR3

 |Quaking aspen |POTR5 |Var. racemosa |

 |Red maple |ACRU |Violet |VIOLA

 |Sugar maple |ACSA3 |Sugar maple |ACSA3

 | | |Claspleaf |STAM2

 | | | twistedstalk |

 | | |Canada beadruby |MACA4

 | | |Spinulose woodfern |DRCA11

 | | | |

 Michigamme--------------|Balsam fir |ABBA |Canada beadruby |MACA4

 |Bigtooth aspen |POGR4 |Sugar maple |ACSA3

 |Black cherry |PRSE2 |Sedge |CAREX

 |Eastern hemlock |TSCA |Yellow bluebeadlily |CLBO3

 |Red maple |ACRU |Spinulose woodfern |DRCA11

 |Sugar maple |ACSA3 |American fly |LOCA7

 |White spruce |PIGL | honeysuckle |

 |Yellow birch |BEAL2 |Shining clubmoss |HULU2

 | | |Hairy Solomon's seal|POPU4

 | | |Yellow birch |BEAL2

 | | |Sambucus racemosa |SARAR3

 | | |Var. racemosa |

 | | |Balsam fir |ABBA

 | | | |
270 Soil Survey of

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

166B: | | | |

 Gratiot-----------------|Balsam fir |ABBA |Mountain woodsorrel |OXMO

 |Bigtooth aspen |POGR4 |Shining clubmoss |HULU2

 |Eastern hemlock |TSCA |Threeleaf goldthread|COTR2

 |Paper birch |BEPA |Wild sarsaparilla |ARNU2

 |Quaking aspen |POTR5 |Spinulose woodfern |DRCA11

 |Red maple |ACRU |Yellow bluebeadlily |CLBO3

 |White spruce |PIGL |Sedge |CAREX

 |Yellow birch |BEAL2 |Canada beadruby |MACA4

 | | |Bunchberry dogwood |COCA13

 | | |Hairy Solomon's seal|POPU4

 | | |American starflower |TRBO2

 | | |Red maple |ACRU

 | | |Sambucus racemosa |SARAR3

 | | |Var. racemosa |

 | | |Common ladyfern |ATFI

 | | |Balsam fir |ABBA

 | | | |

 Sabattis----------------|Balsam fir |ABBA |Balsam fir |ABBA

 |Black ash |FRNI |American elm |ULAM

 |Black spruce |PIMA |Bunchberry dogwood |COCA13

 |Northern whitecedar |THOC2-1 |Northern whitecedar |THOC2-1

 |Quaking aspen |POTR5 |Idaho goldthread |COOC

 |Red maple |ACRU |Eastern hemlock |TSCA

 |Tamarack |LALA |Sedge |CAREX

 |White spruce |PIGL |Speckled alder |ALINR

 |Yellow birch |BEAL2 |American starflower |TRBO2

 | | | |

173C: | | | |

 Montreal----------------|American basswood |TIAM |Claspleaf |STAM2

 |Eastern hemlock |TSCA | twistedstalk |

 |Eastern hophornbeam |OSVI |Sambucus racemosa |SARAR3

 |Northern red oak |QURU |Var. racemosa |

 |Quaking aspen |POTR5 |Sugar maple |ACSA3

 |Red maple |ACRU |Violet |VIOLA

 |Sugar maple |ACSA3 |Spinulose woodfern |DRCA11

 |Yellow birch |BEAL2 |Wild sarsaparilla |ARNU2

 | | |Clayton's sweetroot |OSCL

 | | |American starflower |TRBO2

 | | |Canada beadruby |MACA4

 | | | |

 Paavola-----------------|American basswood |TIAM |Clayton's sweetroot |OSCL

 |Eastern hemlock |TSCA |American starflower |TRBO2

 |Eastern hophornbeam |OSVI |Sambucus racemosa |SARAR3

 |Northern red oak |QURU |Var. racemosa |

 |Quaking aspen |POTR5 |Violet |VIOLA

 |Red maple |ACRU |Canada beadruby |MACA4

 |Sugar maple |ACSA3 |Spinulose woodfern |DRCA11

 |Yellow birch |BEAL2 |Sugar maple |ACSA3

 | | |Wild sarsaparilla |ARNU2

 | | |Claspleaf |STAM2

 | | | twistedstalk |

 | | | |
Keweenaw County Area, Michigan 271

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

173C: | | | |

 Dishno------------------|Balsam fir |ABBA |Bedstraw |GALIU

 |Eastern hemlock |TSCA |American fly |LOCA7

 |Eastern white pine |PIST | honeysuckle |

 |Quaking aspen |POTRT |Yellow beadlily |CLBO3

 |Red maple |ACRU |Brackenfern |PTAQ

 |Sugar maple |ACSA3 |Sugar maple |ACSA3

 |Yellow birch |BEAL2 |Balsam fir |ABBA

 | | |Red maple |ACRU

 | | |Northern red oak |QURU

 | | |Yellow birch |BEAL2

 | | |Spinulose shield |DRSP4

 | | | fern |

 | | |Violet |VIOLA

 | | |Wild sarsaparilla |ARNU2

 | | |Large leaved aster |ASMA2

 | | |Northern whitecedar |THOC2

 | | |Twistedstalk |STREP3

 | | | |

173E: | | | |

 Montreal----------------|American basswood |TIAM |Canada beadruby |MACA4

 |Eastern hemlock |TSCA |Claspleaf |STAM2

 |Eastern hophornbeam |OSVI | twistedstalk |

 |Northern red oak |QURU |Violet |VIOLA

 |Quaking aspen |POTR5 |Sugar maple |ACSA3

 |Red maple |ACRU |Spinulose woodfern |DRCA11

 |Sugar maple |ACSA3 |Sambucus racemosa |SARAR3

 |Yellow birch |BEAL2 |Var. racemosa |

 | | |American starflower |TRBO2

 | | |Clayton's sweetroot |OSCL

 | | |Wild sarsaparilla |ARNU2

 | | | |

 Paavola-----------------|American basswood |TIAM |Sugar maple |ACSA3

 |Eastern hemlock |TSCA |Claspleaf |STAM2

 |Eastern hophornbeam |OSVI | twistedstalk |

 |Northern red oak |QURU |Canada beadruby |MACA4

 |Quaking aspen |POTR5 |Violet |VIOLA

 |Red maple |ACRU |Sambucus racemosa |SARAR3

 |Sugar maple |ACSA3 |Var. racemosa |

 |Yellow birch |BEAL2 |Clayton's sweetroot |OSCL

 | | |Wild sarsaparilla |ARNU2

 | | |American starflower |TRBO2

 | | |Spinulose woodfern |DRCA11

 | | | |

 Dishno------------------|Balsam fir |ABBA |Sugar maple |ACSA3

 |Eastern hemlock |TSCA |Balsam fir |ABBA

 |Eastern white pine |PIST |Red maple |ACRU

 |Quaking aspen |POTRT |Northern red oak |QURU

 |Red maple |ACRU |Bedstraw |GALIU

 |Sugar maple |ACSA3 |Yellow beadlily |CLBO3

 |Yellow birch |BEAL2 |Brackenfern |PTAQ

 | | |Violet |VIOLA

 | | |Wild sarsaparilla |ARNU2

 | | |Large leaved aster |ASMA2

 | | |American fly |LOCA7

 | | | honeysuckle |

 | | |Twistedstalk |STREP3

 | | |Northern whitecedar |THOC2

 | | |Spinulose shield |DRSP4

 | | | fern |

 | | |Yellow birch |BEAL2

 | | | |
272 Soil Survey of

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

174B: | | | |

 Montreal----------------|American basswood |TIAM |Canada beadruby |MACA4

 |Eastern hemlock |TSCA |Violet |VIOLA

 |Eastern hophornbeam |OSVI |Sambucus racemosa |SARAR3

 |Northern red oak |QURU |Var. racemosa |

 |Quaking aspen |POTR5 |American starflower |TRBO2

 |Red maple |ACRU |Clayton's sweetroot |OSCL

 |Sugar maple |ACSA3 |Wild sarsaparilla |ARNU2

 |Yellow birch |BEAL2 |Spinulose woodfern |DRCA11

 | | |Sugar maple |ACSA3

 | | |Claspleaf |STAM2

 | | | twistedstalk |

 | | | |

 Dishno------------------|Balsam fir |ABBA |Yellow beadlily |CLBO3

 |Eastern hemlock |TSCA |Sugar maple |ACSA3

 |Eastern white pine |PIST |Spinulose shield |DRSP4

 |Quaking aspen |POTRT | fern |

 |Red maple |ACRU |Violet |VIOLA

 |Sugar maple |ACSA3 |Wild sarsaparilla |ARNU2

 |Yellow birch |BEAL2 |Large leaved aster |ASMA2

 | | |American fly |LOCA7

 | | | honeysuckle |

 | | |Twistedstalk |STREP3

 | | |Bedstraw |GALIU

 | | |Brackenfern |PTAQ

 | | |Balsam fir |ABBA

 | | |Red maple |ACRU

 | | |Northern red oak |QURU

 | | |Yellow birch |BEAL2

 | | |Northern whitecedar |THOC2

 | | | |

 Gratiot-----------------|Balsam fir |ABBA |Shining clubmoss |HULU2

 |Bigtooth aspen |POGR4 |Bunchberry dogwood |COCA13

 |Eastern hemlock |TSCA |Wild sarsaparilla |ARNU2

 |Paper birch |BEPA |Spinulose woodfern |DRCA11

 |Quaking aspen |POTR5 |Yellow bluebeadlily |CLBO3

 |Red maple |ACRU |Hairy Solomon's seal|POPU4

 |White spruce |PIGL |Canada beadruby |MACA4

 |Yellow birch |BEAL2 |American starflower |TRBO2

 | | |Sedge |CAREX

 | | |Red maple |ACRU

 | | |Sambucus racemosa |SARAR3

 | | |Var. racemosa |

 | | |Common ladyfern |ATFI

 | | |Balsam fir |ABBA

 | | |Threeleaf goldthread|COTR2

 | | |Mountain woodsorrel |OXMO

 | | | |

177A: | | | |

 Assinins----------------|American basswood |TIAM |Drooping woodreed |CILA2

 |Balsam fir |ABBA |Sugar maple |ACSA3

 |Bigtooth aspen |POGR4 |Canada beadruby |MACA4

 |Eastern hemlock |TSCA |Balsam fir |ABBA

 |Quaking aspen |POTR5 |Violet |VIOLA

 |Red maple |ACRU |Red maple |ACRU

 |Sugar maple |ACSA3 |Woodfern |DRYOP

 |White spruce |PIGL |Eastern hemlock |TSCA

 |Yellow birch |BEAL2 |American starflower |TRBO2

 | | |Clubmoss |LYCOP2

 | | |Spinulose woodfern |DRCA11

 | | |Sedge |CAREX

 | | | |
Keweenaw County Area, Michigan 273

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

183C: | | | |

 Munising----------------|Balsam fir |ABBA |Interrupted fern |OSCL2

 |Eastern hemlock |TSCA |Oakfern |GYDR

 |Paper birch |BEPA |Canada yew |TACA7

 |Quaking aspen |POTR5 |Violet |VIOLA

 |Red maple |ACRU |Starflower |TRIEN

 |Sugar maple |ACSA3 |Twistedstalk |STAM2

 |White spruce |PIGL |Shining clubmoss |HULU2

 |Yellow birch |BEAL2 |Canada mayflower |MACA4

 | | |Spinulose woodfern |DRCA11

 | | |Red elderberry |SACA11

 | | |Sedge |CAREX

 | | |Sugar maple |ACSA3

 | | | |

 Abbaye------------------|Balsam fir |ABBA |Feather Solomon's |MARAR

 |Eastern hemlock |TSCA | seal |

 |Paper birch |BEPA |Streptopus |STLAR

 |Quaking aspen |POTR5 |Lanceolatus var. |

 |Red maple |ACRU |Roseus |

 |Sugar maple |ACSA3 |Yellow birch |BEAL2

 |Yellow birch |BEAL2 |Sugar maple |ACSA3

 | | |Canada beadruby |MACA4

 | | |Balsam fir |ABBA

 | | |Sambucus racemosa |SARAR3

 | | |Var. racemosa |

 | | |Hairy Solomon's seal|POPU4

 | | |Shining clubmoss |HULU2

 | | |Spinulose woodfern |DRCA11

 | | |Yellow bluebeadlily |CLBO3

 | | |American starflower |TRBO2

 | | |Sedge |CAREX

 | | | |

 Yalmer------------------|American beech |FAGR |Sedge |CAREX

 |Balsam fir |ABBA |Spinulose woodfern |DRCA11

 |Eastern hemlock |TSCA |Northern maidenhair |ADPE

 |Quaking aspen |POTR5 |Canadian white |VICA4

 |Red maple |ACRU | violet |

 |Sugar maple |ACSA3 |Wild sarsaparilla |ARNU2

 |Yellow birch |BEAL2 |Sugar maple |ACSA3

 | | |Trillium |TRILL

 | | |Hairy Solomon's seal|POPU4

 | | |Red elderberry |SACA11

 | | |Twistedstalk |STAM2

 | | |False Solomon's seal|SMILA

 | | |Sweet cicely |OSCL

 | | | |

183E: | | | |

 Munising----------------|Balsam fir |ABBA |Shining clubmoss |HULU2

 |Eastern hemlock |TSCA |Canada mayflower |MACA4

 |Paper birch |BEPA |Spinulose woodfern |DRCA11

 |Quaking aspen |POTR5 |Sedge |CAREX

 |Red maple |ACRU |Sugar maple |ACSA3

 |Sugar maple |ACSA3 |Red elderberry |SACA11

 |White spruce |PIGL |Twistedstalk |STAM2

 |Yellow birch |BEAL2 |Starflower |TRIEN

 | | |Canada yew |TACA7

 | | |Violet |VIOLA

 | | |Interrupted fern |OSCL2

 | | |Oakfern |GYDR

 | | | |
274 Soil Survey of

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

183E: | | | |

 Abbaye------------------|Balsam fir |ABBA |Feather Solomon's |MARAR

 |Eastern hemlock |TSCA | seal |

 |Paper birch |BEPA |Streptopus |STLAR

 |Quaking aspen |POTR5 |Lanceolatus var. |

 |Red maple |ACRU |Roseus |

 |Sugar maple |ACSA3 |Sedge |CAREX

 |Yellow birch |BEAL2 |Yellow bluebeadlily |CLBO3

 | | |Spinulose woodfern |DRCA11

 | | |Shining clubmoss |HULU2

 | | |Hairy Solomon's seal|POPU4

 | | |Yellow birch |BEAL2

 | | |Sugar maple |ACSA3

 | | |Canada beadruby |MACA4

 | | |Balsam fir |ABBA

 | | |Sambucus racemosa |SARAR3

 | | |Var. racemosa |

 | | |American starflower |TRBO2

 | | | |

 Yalmer------------------|American beech |FAGR |Red elderberry |SACA11

 |Balsam fir |ABBA |Hairy Solomon's seal|POPU4

 |Eastern hemlock |TSCA |Spinulose woodfern |DRCA11

 |Quaking aspen |POTR5 |Sedge |CAREX

 |Red maple |ACRU |Sugar maple |ACSA3

 |Sugar maple |ACSA3 |Trillium |TRILL

 |Yellow birch |BEAL2 |Twistedstalk |STAM2

 | | |False Solomon's seal|SMILA

 | | |Sweet cicely |OSCL

 | | |Northern maidenhair |ADPE

 | | |Wild sarsaparilla |ARNU2

 | | |Canadian white |VICA4

 | | | violet |

 | | | |

184C: | | | |

 Munising----------------|Balsam fir |ABBA |Twistedstalk |STAM2

 |Eastern hemlock |TSCA |Spinulose woodfern |DRCA11

 |Paper birch |BEPA |Interrupted fern |OSCL2

 |Quaking aspen |POTR5 |Oakfern |GYDR

 |Red maple |ACRU |Sugar maple |ACSA3

 |Sugar maple |ACSA3 |Sedge |CAREX

 |White spruce |PIGL |Canada mayflower |MACA4

 |Yellow birch |BEAL2 |Canada yew |TACA7

 | | |Violet |VIOLA

 | | |Starflower |TRIEN

 | | |Red elderberry |SACA11

 | | |Shining clubmoss |HULU2

 | | | |

 Yalmer------------------|American beech |FAGR |Red elderberry |SACA11

 |Balsam fir |ABBA |Hairy Solomon's seal|POPU4

 |Eastern hemlock |TSCA |Spinulose woodfern |DRCA11

 |Quaking aspen |POTR5 |Sedge |CAREX

 |Red maple |ACRU |Sugar maple |ACSA3

 |Sugar maple |ACSA3 |Canadian white |VICA4

 |Yellow birch |BEAL2 | violet |

 | | |Twistedstalk |STAM2

 | | |Trillium |TRILL

 | | |False Solomon's seal|SMILA

 | | |Sweet cicely |OSCL

 | | |Wild sarsaparilla |ARNU2

 | | |Northern maidenhair |ADPE

 | | | |
Keweenaw County Area, Michigan 275

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

184E: | | | |

 Munising----------------|Balsam fir |ABBA |Shining clubmoss |HULU2

 |Eastern hemlock |TSCA |Interrupted fern |OSCL2

 |Paper birch |BEPA |Oakfern |GYDR

 |Quaking aspen |POTR5 |Sedge |CAREX

 |Red maple |ACRU |Spinulose woodfern |DRCA11

 |Sugar maple |ACSA3 |Canada mayflower |MACA4

 |White spruce |PIGL |Canada yew |TACA7

 |Yellow birch |BEAL2 |Violet |VIOLA

 | | |Starflower |TRIEN

 | | |Twistedstalk |STAM2

 | | |Red elderberry |SACA11

 | | |Sugar maple |ACSA3

 | | | |

 Yalmer------------------|American beech |FAGR |Trillium |TRILL

 |Balsam fir |ABBA |Hairy Solomon's seal|POPU4

 |Eastern hemlock |TSCA |Spinulose woodfern |DRCA11

 |Quaking aspen |POTR5 |Sedge |CAREX

 |Red maple |ACRU |Sugar maple |ACSA3

 |Sugar maple |ACSA3 |Canadian white |VICA4

 |Yellow birch |BEAL2 | violet |

 | | |Twistedstalk |STAM2

 | | |False Solomon's seal|SMILA

 | | |Sweet cicely |OSCL

 | | |Wild sarsaparilla |ARNU2

 | | |Northern maidenhair |ADPE

 | | |Red elderberry |SACA11

 | | | |

185B: | | | |

 Munising----------------|Balsam fir |ABBA |Sugar maple |ACSA3

 |Eastern hemlock |TSCA |Sedge |CAREX

 |Paper birch |BEPA |Spinulose woodfern |DRCA11

 |Quaking aspen |POTR5 |Canada mayflower |MACA4

 |Red maple |ACRU |Shining clubmoss |HULU2

 |Sugar maple |ACSA3 |Red elderberry |SACA11

 |White spruce |PIGL |Twistedstalk |STAM2

 |Yellow birch |BEAL2 |Starflower |TRIEN

 | | |Violet |VIOLA

 | | |Canada yew |TACA7

 | | |Oakfern |GYDR

 | | |Interrupted fern |OSCL2

 | | | |

 Skanee------------------|Balsam fir |ABBA |Feather Solomon's |MARAR

 |Eastern hemlock |TSCA | seal |

 |Northern whitecedar |THOC2-1 |American starflower |TRBO2

 |Paper birch |BEPA |Blackberry |RUBUS

 |Quaking aspen |POTR5 |Wild sarsaparilla |ARNU2

 |Red maple |ACRU |Clubmoss |LYCOP2

 |Sugar maple |ACSA3 |Bunchberry dogwood |COCA13

 |Yellow birch |BEAL2 |Sugar maple |ACSA3

 | | |Austrian woodfern |DRAU4*

 | | |Canada yew |TACA7

 | | |Violet |VIOLA

 | | |Canada beadruby |MACA4

 | | | |
276 Soil Survey of

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

185C: | | | |

 Munising----------------|Balsam fir |ABBA |Canada mayflower |MACA4

 |Eastern hemlock |TSCA |Shining clubmoss |HULU2

 |Paper birch |BEPA |Red elderberry |SACA11

 |Quaking aspen |POTR5 |Twistedstalk |STAM2

 |Red maple |ACRU |Starflower |TRIEN

 |Sugar maple |ACSA3 |Sedge |CAREX

 |White spruce |PIGL |Spinulose woodfern |DRCA11

 |Yellow birch |BEAL2 |Oakfern |GYDR

 | | |Interrupted fern |OSCL2

 | | |Canada yew |TACA7

 | | |Violet |VIOLA

 | | |Sugar maple |ACSA3

 | | | |

 Skanee------------------|Balsam fir |ABBA |Canada beadruby |MACA4

 |Eastern hemlock |TSCA |Sugar maple |ACSA3

 |Northern whitecedar |THOC2-1 |Bunchberry dogwood |COCA13

 |Paper birch |BEPA |Feather Solomon's |MARAR

 |Quaking aspen |POTR5 | seal |

 |Red maple |ACRU |Violet |VIOLA

 |Sugar maple |ACSA3 |Canada yew |TACA7

 |Yellow birch |BEAL2 |Austrian woodfern |DRAU4*

 | | |American starflower |TRBO2

 | | |Clubmoss |LYCOP2

 | | |Blackberry |RUBUS

 | | |Wild sarsaparilla |ARNU2

 | | | |

187A: | | | |

 Skanee------------------|Balsam fir |ABBA |Wild sarsaparilla |ARNU2

 |Eastern hemlock |TSCA |Clubmoss |LYCOP2

 |Northern whitecedar |THOC2-1 |Canada beadruby |MACA4

 |Paper birch |BEPA |Violet |VIOLA

 |Quaking aspen |POTR5 |Canada yew |TACA7

 |Red maple |ACRU |Sugar maple |ACSA3

 |Sugar maple |ACSA3 |Feather Solomon's |MARAR

 |Yellow birch |BEAL2 | seal |

 | | |Blackberry |RUBUS

 | | |Bunchberry dogwood |COCA13

 | | |American starflower |TRBO2

 | | |Austrian woodfern |DRAU4*

 | | | |

 Gay---------------------|Balsam fir |ABBA |Red maple |ACRU

 |Eastern hemlock |TSCA |Willow |SALIX

 |Northern whitecedar |THOC2-1 |Northern whitecedar |THOC2-1

 |Paper birch |BEPA |Common ladyfern |ATFI

 |Quaking aspen |POTR5 |American elm |ULAM

 |Red maple |ACRU |Balsam fir |ABBA

 |White spruce |PIGL |Eastern hemlock |TSCA

 |Yellow birch |BEAL2 |American starflower |TRBO2

 | | |Bunchberry dogwood |COCA13

 | | |Canada beadruby |MACA4

 | | |Spinulose woodfern |DRCA11

 | | |Sedge |CAREX

 | | |Speckled alder |ALINR

 | | | |

192B: | | | |

 Nipissing---------------|Balsam fir |ABBA |Wild sarsaparilla |ARNU2

 |Northern whitecedar |THOC2-1 |Mapleleaf viburnum |VIAC

 |Paper birch |BEPA |Thimbleberry |RUPA

 |Quaking aspen |POTR5 |Bigleaf aster |ASMA2

 |White spruce |PIGL | |

 | | | |
Keweenaw County Area, Michigan 277

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

192B: | | | |

 Arcadian----------------|American basswood |TIAM |Wild sarsaparilla |ARNU2

 |Eastern hemlock |TSCA |Spinulose woodfern |DRCA11

 |Eastern hophornbeam |OSVI |American starflower |TRBO2

 |Northern red oak |QURU |Violet |VIOLA

 |Quaking aspen |POTR5 |Canada beadruby |MACA4

 |Red maple |ACRU |Clayton's sweetroot |OSCL

 |Sugar maple |ACSA3 |Claspleaf |STAM2

 |White ash |FRAM2 | twistedstalk |

 |Yellow birch |BEAL2 |Sambucus racemosa |SARAR3

 | | |Var. racemosa |

 | | |Sugar maple |ACSA3

 | | | |

 Rock outcrop. | | | |

 | | | |

194B: | | | |

 Copper Harbor-----------|American basswood |TIAM | --- |

 |Balsam fir |ABBA | |

 |Eastern hemlock |TSCA | |

 |Paper birch |BEPA | |

 |Quaking aspen |POTRT | |

 |Sugar maple |ACSA3 | |

 |Yellow birch |BEAL2 | |

 | | | |

195B: | | | |

 Copper Harbor-----------|American basswood |TIAM | --- |

 |Balsam fir |ABBA | |

 |Eastern hemlock |TSCA | |

 |Paper birch |BEPA | |

 |Quaking aspen |POTRT | |

 |Sugar maple |ACSA3 | |

 |Yellow birch |BEAL2 | |

 | | | |

 Bete Grise--------------|American basswood |TIAM |Large leaved aster |ASMA2

 |Balsam fir |ABBA |Violet |VIOLA

 |Eastern hemlock |TSCA |Lily-of-the-valley |COMA3

 |Paper birch |BEPA |Bedstraw |GALIU

 |Quaking aspen |POTRT |Paper birch |BEPA

 |Sugar maple |ACSA3 |Red maple |ACRU

 |Yellow birch |BEAL2 |Balsam fir |ABBA

 | | |Quaking aspen |POTR5

 | | |Brackenfern |PTAQ

 | | |Northern whitecedar |THOC2

 | | |Bunchberry dogwood |COCA13

 | | |Thimbleberry |RUPA

 | | |Starflower |TRBO2

 | | |White spruce |PIGL

 | | | |

196B: | | | |

 Bete Grise--------------|American basswood |TIAM |Balsam fir |ABBA

 |Balsam fir |ABBA |Red maple |ACRU

 |Eastern hemlock |TSCA |Paper birch |BEPA

 |Paper birch |BEPA |Quaking aspen |POTR5

 |Quaking aspen |POTRT |Northern whitecedar |THOC2

 |Sugar maple |ACSA3 |White spruce |PIGL

 |Yellow birch |BEAL2 |Bunchberry dogwood |COCA13

 | | |Lily-of-the-valley |COMA3

 | | |Thimbleberry |RUPA

 | | |Brackenfern |PTAQ

 | | |Starflower |TRBO2

 | | |Bedstraw |GALIU

 | | |Large leaved aster |ASMA2

 | | |Violet |VIOLA

 | | | |
278 Soil Survey of

Table 7.--Plant Communities on Selected Soils--Continued

_____________________________________________________________________________________

 | | | |

 Map symbol and | Common trees | Symbol | Characteristic | Symbol

 soil name | | | vegetation |

 | | | | _____________________________________________________________________________________

 | | | |

196B: | | | |

 Tawas-------------------|Balsam fir |ABBA |Northern whitecedar |THOC2-1

 |Balsam poplar |POBA2 |Brackenfern |PTERI

 |Black ash |FRNI |Quaking aspen |POTR5

 |Eastern arborvitae |THOC2 |Balsam poplar |POBA2

 |Eastern hemlock |TSCA |Tamarack |LALA

 |Red maple |ACRU |Eastern teaberry |GAPR2

 | | |Sedge |CAREX

 | | |Bluejoint |CACA4

 | | |Speckled alder |ALINR

 | | |Northern maidenhair |ADPE

 | | |Purple pitcherplant |SAPU4

 | | |American elm |ULAM

 | | | | _____________________________________________________________________________________
Table 8.--Windbreaks and Environmental Plantings (Absence of an entry indicates that trees generally do not grow to the given height) _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | 2: | | | |  Lupton. | | | |  | | | |  Tawas-------------------|Common ninebark, |Nannyberry, southern|Black spruce, | ---  | redosier dogwood, | arrowwood | eastern arborvitae,|  | silky dogwood | | green ash |  | | | | 3: | | | |  Dawson. | | | |  | | | |  Loxley------------------|Common ninebark, |American |Northern whitecedar |Siberian crabapple,  | gray dogwood, silky| cranberrybush, | | Norway spruce,  | dogwood | common lilac, | | eastern white pine, | | nannyberry | | green ash  | | | | 6. | | | |  Skandia-Burt | | | |  | | | | 10. | | | |  Cathro-Sabattis | | | |  | | | | 13: | | | |  Tawas-------------------|Common ninebark, |Nannyberry, southern|Black spruce, | ---  | redosier dogwood, | arrowwood | eastern arborvitae,|  | silky dogwood | | green ash |  | | | |  Deford------------------|American |Common lilac, Amur |White spruce, Norway|Eastern white pine,  | cranberrybush, | maple, eastern | spruce | green ash  | common ninebark, | arborvitae, | |  | silky dogwood | nannyberry | |  | | | | 15B: | | | |  Dawson. | | | |  | | | |  Croswell----------------|Siberian peashrub, |Amur maple, common |Eastern redcedar, |Eastern white pine  | manyflower | lilac | jack pine, red pine|  | cotoneaster | | |  | | | | 20E. | | | |  Rock outcrop | | | |  | | | | 21G. | | | |  Rock outcrop-Arcadian | | | |  | | | | 
Table 8.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 39A: | | | |  Betsy Bay---------------|Common ninebark-----|American |White spruce--------|Manchurian  | | cranberrybush, Amur| | crabapple, Norway  | | maple, nannyberry | | spruce, jack pine,  | | | | eastern white pine | | | | green ash  | | | |  Burt. | | | |  | | | |  Deford------------------|American |Common lilac, Amur |White spruce, Norway|Eastern white pine,  | cranberrybush, | maple, eastern | spruce | green ash  | common ninebark, | arborvitae, | |  | silky dogwood | nannyberry | |  | | | | 47A. | | | |  Zeba-Jacobsville | | | |  | | | | 51C, 51E. | | | |  Arcadian-Nipissing-Rock | | | |  outcrop | | | |  | | | | 52C, 52E. | | | |  Arcadian-Dishno-Rock | | | |  outcrop | | | |  | | | | 53E, 53F. | | | |  Arcadian-Michigamme- | | | |  Rock outcrop | | | |  | | | | 55B. | | | |  Chocolay | | | |  | | | | 100B: | | | |  Waiska------------------|Peking cotoneaster, |Eastern redcedar----|Austrian pine, jack | ---  | Siberian peashrub, | | pine, eastern white|  | common lilac, | | pine |  | silver buffaloberry| | |  | | | | 100D: | | | |  Waiska------------------|Peking cotoneaster, |Eastern redcedar----|Austrian pine, jack | ---  | Siberian peashrub, | | pine, eastern white|  | common lilac, | | pine |  | silver buffaloberry| | |  | | | | 
Table 8.--Windbreaks and Environmental Plantings--Continued _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | 102C: | | | |  Waiska------------------|Peking cotoneaster, |Eastern redcedar----|Austrian pine, jack | ---  | Siberian peashrub, | | pine, eastern white|  | common lilac, | | pine |  | silver buffaloberry| | |  | | | |  Garlic------------------|Siberian peashrub, |Eastern redcedar----|Jack pine, red pine,| ---  | barberry, common | | eastern white pine |  | lilac, silver | | |  | buffaloberry, | | |  | smooth sumac, | | |  | staghorn sumac | | |  | | | | 102E: | | | |  Waiska------------------|Peking cotoneaster, |Eastern redcedar----|Austrian pine, jack | ---  | Siberian peashrub, | | pine, eastern white|  | common lilac, | | pine |  | silver buffaloberry| | |  | | | |  Garlic------------------|Siberian peashrub, |Eastern redcedar----|Jack pine, red pine,| ---  | barberry, common | | eastern white pine |  | lilac, silver | | |  | buffaloberry, | | |  | smooth sumac, | | |  | staghorn sumac | | |  | | | | 102F: | | | |  Waiska------------------|Peking cotoneaster, |Eastern redcedar----|Austrian pine, jack | ---  | Siberian peashrub, | | pine, eastern white|  | common lilac, | | pine |  | silver buffaloberry| | |  | | | |  Garlic------------------|Siberian peashrub, |Eastern redcedar----|Jack pine, red pine,| ---  | barberry, common | | eastern white pine |  | lilac, silver | | |  | buffaloberry, | | |  | smooth sumac, | | |  | staghorn sumac | | |  | | | | 110B: | | | |  Shelldrake. | | | |  | | | |  Croswell----------------|Siberian peashrub, |Amur maple, common |Eastern redcedar, |Eastern white pine  | manyflower | lilac | jack pine, red pine|  | cotoneaster | | |  | | | | 
Table 8.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 111B, 111D, 111E, 111F. | | | |  Deer Park | | | |  | | | | 112C: | | | |  Deer Park. | | | |  | | | |  Croswell----------------|Siberian peashrub, |Amur maple, common |Eastern redcedar, |Eastern white pine  | manyflower | lilac | jack pine, red pine|  | cotoneaster | | |  | | | | 113C: | | | |  Rubicon-----------------|Peking cotoneaster, |Eastern redcedar----|Jack pine, red pine,| ---  | Siberian peashrub, | | eastern white pine |  | common lilac, | | |  | silver | | |  | buffaloberry, | | |  | staghorn sumac | | |  | | | |  Croswell----------------|Siberian peashrub, |Amur maple, common |Eastern redcedar, |Eastern white pine  | manyflower | lilac | jack pine, red pine|  | cotoneaster | | |  | | | | 120B: | | | |  Garlic------------------|Siberian peashrub, |Eastern redcedar----|Jack pine, red pine,| ---  | barberry, common | | eastern white pine |  | lilac, silver | | |  | buffaloberry, | | |  | smooth sumac, | | |  | staghorn sumac | | |  | | | | 120D: | | | |  Garlic------------------|Siberian peashrub, |Eastern redcedar----|Jack pine, red pine,| ---  | barberry, common | | eastern white pine |  | lilac, silver | | |  | buffaloberry, | | |  | smooth sumac, | | |  | staghorn sumac | | |  | | | | 120E: | | | |  Garlic------------------|Siberian peashrub, |Eastern redcedar----|Jack pine, red pine,| ---  | barberry, common | | eastern white pine |  | lilac, silver | | |  | buffaloberry, | | |  | smooth sumac, | | |  | staghorn sumac | | |  | | | | 
Table 8.--Windbreaks and Environmental Plantings--Continued _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | 125A: | | | |  Croswell----------------|Siberian peashrub, |Amur maple, common |Eastern redcedar, |Eastern white pine  | manyflower | lilac | jack pine, red pine|  | cotoneaster | | |  | | | |  Au Gres-----------------|Common ninebark-----|American |White spruce--------|Manchurian  | | cranberrybush, Amur| | crabapple, Norway  | | maple, nannyberry | | spruce, jack pine,  | | | | eastern white pine, | | | | green ash  | | | | 126B: | | | |  Au Gres-----------------|Common ninebark-----|American |White spruce--------|Manchurian  | | cranberrybush, Amur| | crabapple, Norway  | | maple, nannyberry | | spruce, jack pine,  | | | | eastern white pine, | | | | green ash  | | | |  Deford------------------|American |Common lilac, Amur |White spruce, Norway|Eastern white pine,  | cranberrybush, | maple, eastern | spruce | green ash  | common ninebark, | arborvitae, | |  | silky dogwood | nannyberry | |  | | | |  Croswell----------------|Siberian peashrub, |Amur maple, common |Eastern redcedar, |Eastern white pine  | manyflower | lilac | jack pine, red pine|  | cotoneaster | | |  | | | | 127A: | | | |  Au Gres-----------------|Common ninebark-----|American |White spruce--------|Manchurian  | | cranberrybush, Amur| | crabapple, Norway  | | maple, nannyberry | | spruce, jack pine,  | | | | eastern white pine, | | | | green ash  | | | |  Kinross. | | | |  | | | | 130C: | | | |  Garlic------------------|Siberian peashrub, |Eastern redcedar----|Jack pine, red pine,| ---  | barberry, common | | eastern white pine |  | lilac, silver | | |  | buffaloberry, | | |  | smooth sumac, | | |  | staghorn sumac | | |  | | | | 
Table 8.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 130C: | | | |  Alcona------------------|American |Common lilac, |Manchurian |Eastern white pine,  | cranberrybush, | nannyberry, | crabapple, white | red pine  | Siberian peashrub, | southern arrowwood | spruce, Norway |  | silky dogwood | | spruce |  | | | | 130E: | | | |  Garlic------------------|Siberian peashrub, |Eastern redcedar----|Jack pine, red pine,| ---  | barberry, common | | eastern white pine |  | lilac, silver | | |  | buffaloberry, | | |  | smooth sumac, | | |  | staghorn sumac | | |  | | | |  Alcona------------------|American |Common lilac, |Manchurian |Eastern white pine,  | cranberrybush, | nannyberry, | crabapple, white | red pine  | Siberian peashrub, | southern arrowwood | spruce, Norway |  | silky dogwood | | spruce |  | | | | 133C: | | | |  Keweenaw----------------|Manyflower |Siberian peashrub, |White spruce--------|Norway spruce,  | cotoneaster | common lilac, Amur | | Siberian crabapple | | maple | | eastern white pine | | | | jack pine, red pin | | | |  Garlic------------------|Siberian peashrub, |Eastern redcedar----|Jack pine, red pine,| ---  | barberry, common | | eastern white pine |  | lilac, silver | | |  | buffaloberry, | | |  | smooth sumac, | | |  | staghorn sumac | | |  | | | | 133E: | | | |  Keweenaw----------------|Manyflower |Siberian peashrub, |White spruce--------|Norway spruce,  | cotoneaster | common lilac, Amur | | Siberian crabapple | | maple | | eastern white pine | | | | jack pine, red pin | | | |  Garlic------------------|Siberian peashrub, |Eastern redcedar----|Jack pine, red pine,| ---  | barberry, common | | eastern white pine |  | lilac, silver | | |  | buffaloberry, | | |  | smooth sumac, | | |  | staghorn sumac | | |  | | | | 
Table 8.--Windbreaks and Environmental Plantings--Continued _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | 133F: | | | |  Keweenaw----------------|Manyflower |Siberian peashrub, |White spruce--------|Norway spruce,  | cotoneaster | common lilac, Amur | | Siberian crabapple, | | maple | | eastern white pine, | | | | jack pine, red pine | | | |  Garlic------------------|Siberian peashrub, |Eastern redcedar----|Jack pine, red pine,| ---  | barberry, common | | eastern white pine |  | lilac, silver | | |  | buffaloberry, | | |  | smooth sumac, | | |  | staghorn sumac | | |  | | | | 136B: | | | |  Borgstrom. | | | |  | | | |  Ingalls-----------------|American |Common lilac, |Manchurian |Eastern white pine,  | cranberrybush, | northern whitecedar| crabapple, white | green ash  | Roselow sargent | | spruce, Norway |  | crabapple, Siberian| | spruce |  | peashrub, common | | |  | ninebark | | |  | | | | 142C: | | | |  Wallace-----------------|Common lilac, common|Amur privet, |Siberian crabapple, |Eastern white pine,  | ninebark, silky | Siberian peashrub, | white spruce, red | green ash  | dogwood | nannyberry, | pine |  | | northern whitecedar| |  | | | |  Rubicon-----------------|Peking cotoneaster, |Eastern redcedar----|Jack pine, red pine,| ---  | Siberian peashrub, | | eastern white pine |  | common lilac, | | |  | silver | | |  | buffaloberry, | | |  | staghorn sumac | | |  | | | | 142F: | | | |  Wallace-----------------|Common lilac, common|Amur privet, |Siberian crabapple, |Eastern white pine,  | ninebark, silky | Siberian peashrub, | white spruce, red | green ash  | dogwood | nannyberry, | pine |  | | northern whitecedar| |  | | | |  Rubicon-----------------|Peking cotoneaster, |Eastern redcedar----|Jack pine, red pine,| ---  | Siberian peashrub, | | eastern white pine |  | common lilac, | | |  | silver | | |  | buffaloberry, | | |  | staghorn sumac | | |  | | | | 
Table 8.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 155C: | | | |  Montreal. | | | |  | | | |  Paavola. | | | |  | | | |  Waiska------------------|Peking cotoneaster, |Eastern redcedar----|Austrian pine, jack | ---  | Siberian peashrub, | | pine, eastern white|  | common lilac, | | pine |  | silver buffaloberry| | |  | | | | 155E: | | | |  Montreal. | | | |  | | | |  Paavola. | | | |  | | | |  Waiska------------------|Peking cotoneaster, |Eastern redcedar----|Austrian pine, jack | ---  | Siberian peashrub, | | pine, eastern white|  | common lilac, | | pine |  | silver buffaloberry| | |  | | | | 158A: | | | |  Arnheim. | | | |  | | | |  Sturgeon----------------|Silky dogwood-------|American |White spruce--------|Manchurian  | | cranberrybush, | | crabapple, Norway  | | nannyberry, | | spruce, eastern  | | northern | | white pine, green  | | whitecedar, | | ash, red maple  | | southern arrowwood | |  | | | |  Pelkie------------------|Common ninebark, |American |White spruce--------|Norway spruce,  | silky dogwood | cranberrybush, | | Siberian crabapple | | common lilac, | | red pine, eastern  | | northern whitecedar| | white pine, green  | | | | ash  | | | | 161F: | | | |  Trimountain. | | | |  | | | |  Lac La Belle. | | | |  | | | |  Waiska------------------|Peking cotoneaster, |Eastern redcedar----|Austrian pine, jack | ---  | Siberian peashrub, | | pine, eastern white|  | common lilac, | | pine |  | silver buffaloberry| | |  | | | | 
Table 8.--Windbreaks and Environmental Plantings--Continued _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | 162F. | | | |  Trimountain-Lac La | | | |  Belle-Michigamme | | | |  | | | | 166B. | | | |  Gratiot-Sabattis | | | |  | | | | 173C, 173E. | | | |  Montreal-Paavola-Dishno | | | |  | | | | 174B. | | | |  Montreal-Dishno-Gratiot | | | |  | | | | 177A: | | | |  Assinins----------------|Sargent crabapple, |American |Northern whitecedar,|Norway spruce,  | silky dogwood | cranberrybush, | white spruce | Siberian crabapple, | | common lilac, | | eastern white pine, | | nannyberry | | green ash, red  | | | | maple  | | | | 183C: | | | |  Munising----------------|Common ninebark, |American |White spruce, | ---  | redosier dogwood, | cranberrybush, | eastern redcedar, |  | silky dogwood | common lilac, Amur | Norway spruce, |  | | maple, eastern | eastern white pine |  | | arborvitae, | |  | | nannyberry | |  | | | |  Abbaye------------------|American |Amur maple, Roselow |White spruce, Norway|Eastern white pine,  | cranberrybush, | sargent crabapple, | spruce | green ash, red pine | Siberian peashrub, | northern whitecedar| |  | common lilac, gray | | |  | dogwood | | |  | | | |  Yalmer------------------|Common ninebark, |American |White spruce, | ---  | redosier dogwood, | cranberrybush, | eastern redcedar, |  | silky dogwood | common lilac, Amur | Norway spruce, |  | | maple, eastern | eastern white pine |  | | arborvitae, | |  | | nannyberry | |  | | | | 183E: | | | |  Munising----------------|Common ninebark, |American |White spruce, | ---  | redosier dogwood, | cranberrybush, | eastern redcedar, |  | silky dogwood | common lilac, Amur | Norway spruce, |  | | maple, eastern | eastern white pine |  | | arborvitae, | |  | | nannyberry | |  | | | | 
Table 8.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 183E: | | | |  Abbaye------------------|American |Amur maple, Roselow |White spruce, Norway|Eastern white pine,  | cranberrybush, | sargent crabapple, | spruce | green ash, red pin | Siberian peashrub, | northern whitecedar| |  | common lilac, gray | | |  | dogwood | | |  | | | |  Yalmer------------------|Common ninebark, |American |White spruce, | ---  | redosier dogwood, | cranberrybush, | eastern redcedar, |  | silky dogwood | common lilac, Amur | Norway spruce, |  | | maple, eastern | eastern white pine |  | | arborvitae, | |  | | nannyberry | |  | | | | 184C: | | | |  Munising----------------|Common ninebark, |American |White spruce, | ---  | redosier dogwood, | cranberrybush, | eastern redcedar, |  | silky dogwood | common lilac, Amur | Norway spruce, |  | | maple, eastern | eastern white pine |  | | arborvitae, | |  | | nannyberry | |  | | | |  Yalmer------------------|Common ninebark, |American |White spruce, | ---  | redosier dogwood, | cranberrybush, | eastern redcedar, |  | silky dogwood | common lilac, Amur | Norway spruce, |  | | maple, eastern | eastern white pine |  | | arborvitae, | |  | | nannyberry | |  | | | | 184E: | | | |  Munising----------------|Common ninebark, |American |White spruce, | ---  | redosier dogwood, | cranberrybush, | eastern redcedar, |  | silky dogwood | common lilac, Amur | Norway spruce, |  | | maple, eastern | eastern white pine |  | | arborvitae, | |  | | nannyberry | |  | | | |  Yalmer------------------|Common ninebark, |American |White spruce, | ---  | redosier dogwood, | cranberrybush, | eastern redcedar, |  | silky dogwood | common lilac, Amur | Norway spruce, |  | | maple, eastern | eastern white pine |  | | arborvitae, | |  | | nannyberry | |  | | | | 
Table 8.--Windbreaks and Environmental Plantings--Continued _____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |___________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 _____________________________________________________________________________________________________________ | | | | 185B: | | | |  Munising----------------|Common ninebark, |American |White spruce, | ---  | redosier dogwood, | cranberrybush, | eastern redcedar, |  | silky dogwood | common lilac, Amur | Norway spruce, |  | | maple, eastern | eastern white pine |  | | arborvitae, | |  | | nannyberry | |  | | | |  Skanee------------------|Roselow sargent |American |Siberian crabapple, |Eastern white pine,  | crabapple, silky | cranberrybush, | white spruce, | green ash, red  | dogwood | common lilac, | Norway spruce | maple  | | nannyberry, | |  | | northern whitecedar| |  | | | | 185C: | | | |  Munising----------------|Common ninebark, |American |White spruce, | ---  | redosier dogwood, | cranberrybush, | eastern redcedar, |  | silky dogwood | common lilac, Amur | Norway spruce, |  | | maple, eastern | eastern white pine |  | | arborvitae, | |  | | nannyberry | |  | | | |  Skanee------------------|Roselow sargent |American |Siberian crabapple, |Eastern white pine,  | crabapple, silky | cranberrybush, | white spruce, | green ash, red  | dogwood | common lilac, | Norway spruce | maple  | | nannyberry, | |  | | northern whitecedar| |  | | | | 187A: | | | |  Skanee------------------|Roselow sargent |American |Siberian crabapple, |Eastern white pine,  | crabapple, silky | cranberrybush, | white spruce, | green ash, red  | dogwood | common lilac, | Norway spruce | maple  | | nannyberry, | |  | | northern whitecedar| |  | | | |  Gay---------------------|Siberian peashrub, |American |White spruce--------|Norway spruce,  | common ninebark, | cranberrybush, | | eastern white pine, | redosier dogwood, | common lilac, | | green ash, red  | silky dogwood | northern whitecedar| | maple  | | | | 192B. | | | |  Nipissing-Arcadian-Rock | | | |  outcrop | | | |  | | | | 
Table 8.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 194B: | | | |  Copper Harbor-----------|Peking cotoneaster, |Eastern redcedar----|Austrian pine, jack | ---  | Siberian peashrub, | | pine, eastern white|  | common lilac, | | pine |  | silver buffaloberry| | |  | | | | 195B: | | | |  Copper Harbor-----------|Peking cotoneaster, |Eastern redcedar----|Austrian pine, jack | ---  | Siberian peashrub, | | pine, eastern white|  | common lilac, | | pine |  | silver buffaloberry| | |  | | | |  Bete Grise--------------|Peking cotoneaster, |Eastern redcedar----|Austrian pine, jack | ---  | Siberian peashrub, | | pine, eastern white|  | common lilac, | | pine |  | silver buffaloberry| | |  | | | | 196B: | | | |  Bete Grise--------------|Peking cotoneaster, |Eastern redcedar----|Austrian pine, jack | ---  | Siberian peashrub, | | pine, eastern white|  | common lilac, | | pine |  | silver buffaloberry| | |  | | | |  Tawas-------------------|Common ninebark, |Nannyberry, southern|Black spruce, | ---  | redosier dogwood, | arrowwood | eastern arborvitae,|  | silky dogwood | | green ash |  | | | | 301. | | | |  Udorthents-Udipsamments | | | |  | | | | 302. | | | |  Histosols and Aquents | | | |  | | | | 303. | | | |  Aquents and Dumps, stamp| | | |  sand | | | |  | | | | 310. | | | |  Dumps, mine | | | |  | | | | 311. | | | |  Dumps, stamp sand | | | |  | | | | 312. | | | |  Pits | | | |  | | | | 
Table 8.--Windbreaks and Environmental Plantings--Continued ____________________________________________________________________________________________________________

 | Trees having predicted 20-year average height, in feet, of-- Map symbol |__________________________________________________________________________________ and soil name | <8 | 8-15 | 16-25 | 26-35 ____________________________________________________________________________________________________________ | | | | 313. | | | |  Dumps, sawdust | | | |  | | | | W. | | | |  Water | | | |  | | | | ____________________________________________________________________________________________________________
292 Soil Survey of

Table 9a.--Recreational Development

(The information in this table indicates the dominant soil condition but does not eliminate the

 need for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The

 larger the value, the greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further explanation of ratings in this

 table)

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

2: | | | | | |

 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 |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Tawas---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

3: | | | | | |

 Dawson--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 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

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

6: | | | | | |

 Skandia-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Burt----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

10: | | | | | |

 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 |

 | Organic matter |1.00 | Organic matter |1.00 | Organic matter |1.00

 | content | | content | | content |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Sabattis------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |
Keweenaw County Area, Michigan 293

Table 9a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

13: | | | | | |

 Tawas---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Deford--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Ponding |1.00 | saturated zone | | Ponding |1.00

 | | | | | |

15B: | | | | | |

 Dawson--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Croswell------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |0.19 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Slope |0.12

 | | | | | |

20E: | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

21G: | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | | |

39A: | | | | | |

 Betsy Bay-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Burt----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Deford--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Ponding |1.00 | saturated zone | | Ponding |1.00

 | | | | | |

47A: | | | | | |

 Zeba----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Slow water |0.99 | Slow water |0.99 | Slow water |0.99

 | movement | | movement | | movement |

 | | | | | |

 Jacobsville---------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |
294 Soil Survey of

Table 9a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

51C: | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | | Slope |1.00

 | | | | | |

 Nipissing-----------|Not limited | |Not limited | |Very limited |

 | | | | | Slope |1.00

 | | | | | Depth to bedrock |0.01

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

51E: | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Slope |1.00

 | Slope |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | | | | | |

 Nipissing-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Depth to bedrock |0.01

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

52C: | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | | Slope |1.00

 | | | | | |

 Dishno--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Slope |1.00

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

52E: | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Slope |1.00

 | Slope |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | | | | | |

 Dishno--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

53E: | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Slope |1.00

 | Slope |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | | | | | |

 Michigamme----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Depth to bedrock |0.46

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |
Keweenaw County Area, Michigan 295

Table 9a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

53F: | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | | |

 Michigamme----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Depth to bedrock |0.46

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

55B: | | | | | |

 Chocolay------------|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 |0.99

 | | | | | Slope |0.88

 | | | | | |

100B: | | | | | |

 Waiska--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | |

100D: | | | | | |

 Waiska--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.63 | Slope |0.63 | Slope |1.00

 | | | | | |

102C: | | | | | |

 Waiska--------------|Not limited | |Not limited | |Very limited |

 | | | | | Slope |1.00

 | | | | | |

 Garlic--------------|Not limited | |Not limited | |Very limited |

 | | | | | Slope |1.00

 | | | | | |

102E: | | | | | |

 Waiska--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Garlic--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

102F: | | | | | |

 Waiska--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Garlic--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

110B: | | | | | |

 Shelldrake----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.88

 | | | | | |

 Croswell------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |0.19 | Slope |0.50

 | saturated zone | | saturated zone | | Depth to |0.39

 | | | | | saturated zone |

 | | | | | |

111B: | | | | | |

 Deer Park-----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | |
296 Soil Survey of

Table 9a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

111D: | | | | | |

 Deer Park-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.63 | Slope |0.63 | Slope |1.00

 | | | | | |

111E: | | | | | |

 Deer Park-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

111F: | | | | | |

 Deer Park-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

112C: | | | | | |

 Deer Park-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.01 | Slope |0.01 | Slope |1.00

 | | | | | |

 Croswell------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |0.19 | Slope |0.50

 | saturated zone | | saturated zone | | Depth to |0.39

 | | | | | saturated zone |

 | | | | | |

113C: | | | | | |

 Rubicon-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.01 | Slope |0.01 | Slope |1.00

 | | | | | |

 Croswell------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |0.19 | Slope |0.50

 | saturated zone | | saturated zone | | Depth to |0.39

 | | | | | saturated zone |

 | | | | | |

120B: | | | | | |

 Garlic--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | |

120D: | | | | | |

 Garlic--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.63 | Slope |0.63 | Slope |1.00

 | | | | | |

120E: | | | | | |

 Garlic--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

125A: | | | | | |

 Croswell------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |0.19 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 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 |

 | | | | | Slope |0.12

 | | | | | |

126B: | | | | | |

 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 |

 | | | | | |
Keweenaw County Area, Michigan 297

Table 9a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

126B: | | | | | |

 Deford--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Ponding |1.00 | saturated zone | | Ponding |1.00

 | | | | | |

 Croswell------------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |0.19 | Slope |0.88

 | saturated zone | | saturated zone | | Depth to |0.39

 | | | | | saturated zone |

 | | | | | |

127A: | | | | | |

 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 |

 | | | | | |

 Kinross-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

130C: | | | | | |

 Garlic--------------|Not limited | |Not limited | |Very limited |

 | | | | | Slope |1.00

 | | | | | |

 Alcona--------------|Not limited | |Not limited | |Very limited |

 | | | | | Slope |1.00

 | | | | | |

130E: | | | | | |

 Garlic--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Alcona--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

133C: | | | | | |

 Keweenaw------------|Not limited | |Not limited | |Very limited |

 | | | | | Slope |1.00

 | | | | | |

 Garlic--------------|Not limited | |Not limited | |Very limited |

 | | | | | Slope |1.00

 | | | | | |

133E: | | | | | |

 Keweenaw------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Garlic--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

133F: | | | | | |

 Keweenaw------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Garlic--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |
298 Soil Survey of

Table 9a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

136B: | | | | | |

 Borgstrom-----------|Very limited | |Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan | | pan |

 | Depth to |0.39 | Depth to |0.19 | Slope |0.50

 | saturated zone | | saturated zone | | Depth to |0.39

 | | | | | saturated zone |

 | | | | | |

 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 |

 | Slow water |0.04 | Slow water |0.04 | Slow water |0.04

 | movement | | movement | | movement |

 | | | | | |

142C: | | | | | |

 Wallace-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Depth to cemented|0.97 | Depth to cemented|0.97 | Slope |1.00

 | pan | | pan | | Depth to cemented|0.97

 | Slope |0.01 | Slope |0.01 | pan |

 | | | | | |

 Rubicon-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.01 | Slope |0.01 | Slope |1.00

 | | | | | |

142F: | | | | | |

 Wallace-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to cemented|0.97 | Depth to cemented|0.97 | Depth to cemented|0.97

 | pan | | pan | | pan |

 | | | | | |

 Rubicon-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

155C: | | | | | |

 Montreal------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Slow water |1.00 | Slow water |1.00 | Slow water |1.00

 | movement | | movement | | movement |

 | Depth to cemented|0.71 | Depth to cemented|0.71 | Slope |1.00

 | pan | | pan | | Depth to cemented|0.71

 | | | | | pan |

 | | | | | |

 Paavola-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Slope |1.00

 | | | | | Depth to bedrock |0.84

 | | | | | |

 Waiska--------------|Not limited | |Not limited | |Very limited |

 | | | | | Slope |1.00

 | | | | | |
Keweenaw County Area, Michigan 299

Table 9a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

155E: | | | | | |

 Montreal------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Slow water |1.00 | Slow water |1.00 | Slope |1.00

 | movement | | movement | | Slow water |1.00

 | Slope |1.00 | Slope |1.00 | movement |

 | Depth to cemented|0.71 | Depth to cemented|0.71 | Depth to cemented|0.71

 | pan | | pan | | pan |

 | | | | | |

 Paavola-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to cemented|0.84 | Depth to cemented|0.84 | Depth to cemented|0.84

 | pan | | pan | | pan |

 | | | | | |

 Waiska--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

158A: | | | | | |

 Arnheim-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Flooding |1.00 | saturated zone | | Flooding |1.00

 | Ponding |1.00 | Flooding |0.40 | Ponding |1.00

 | | | | | |

 Sturgeon------------|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 |0.60

 | | | | | |

 Pelkie--------------|Very limited | |Somewhat limited | |Somewhat limited |

 | Flooding |1.00 | Depth to |0.19 | Flooding |0.60

 | Depth to |0.39 | saturated zone | | Depth to |0.39

 | saturated zone | | | | saturated zone |

 | | | | | Slope |0.12

 | | | | | |

161F: | | | | | |

 Trimountain---------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to cemented|1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan | | pan |

 | | | | | |

 Lac La Belle--------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to cemented|0.06 | Depth to cemented|0.06 | Depth to cemented|0.06

 | pan | | pan | | pan |

 | | | | | |

 Waiska--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

162F: | | | | | |

 Trimountain---------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to cemented|1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan | | pan |

 | | | | | |
300 Soil Survey of

Table 9a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

162F: | | | | | |

 Lac La Belle--------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to cemented|0.06 | Depth to cemented|0.06 | Depth to cemented|0.06

 | pan | | pan | | pan |

 | | | | | |

 Michigamme----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Depth to bedrock |0.46

 | | | | | |

166B: | | | | | |

 Gratiot-------------|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 cemented|1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan | | pan |

 | | | | | Slope |0.12

 | | | | | |

 Sabattis------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

173C: | | | | | |

 Montreal------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Slow water |1.00 | Slow water |1.00 | Slow water |1.00

 | movement | | movement | | movement |

 | Depth to cemented|0.71 | Depth to cemented|0.71 | Slope |1.00

 | pan | | pan | | Depth to cemented|0.71

 | | | | | pan |

 | | | | | |

 Paavola-------------|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 cemented|0.84 | Depth to cemented|0.84 | Slope |1.00

 | pan | | pan | | Depth to cemented|0.84

 | | | | | pan |

 | | | | | |

 Dishno--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Slope |1.00

 | | | | | |

173E: | | | | | |

 Montreal------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Slow water |1.00 | Slow water |1.00 | Slope |1.00

 | movement | | movement | | Slow water |1.00

 | Slope |1.00 | Slope |1.00 | movement |

 | Depth to cemented|0.71 | Depth to cemented|0.71 | Depth to cemented|0.71

 | pan | | pan | | pan |

 | | | | | |

 Paavola-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Depth to bedrock |0.84

 | | | | | |
Keweenaw County Area, Michigan 301

Table 9a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

173E: | | | | | |

 Dishno--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

174B: | | | | | |

 Montreal------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Slow water |1.00 | Slow water |1.00 | Slow water |1.00

 | movement | | movement | | movement |

 | Depth to cemented|0.71 | Depth to cemented|0.71 | Slope |1.00

 | pan | | pan | | Depth to cemented|0.71

 | | | | | pan |

 | | | | | |

 Dishno--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Slope |1.00

 | | | | | |

 Gratiot-------------|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 cemented|1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan | | pan |

 | | | | | |

177A: | | | | | |

 Assinins------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

183C: | | | | | |

 Munising------------|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 cemented|1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan | | pan |

 | | | | | Slope |1.00

 | | | | | |

 Abbaye--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Slope |1.00

 | | | | | Depth to bedrock |0.46

 | | | | | |

 Yalmer--------------|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 cemented|0.65 | Depth to cemented|0.65 | Slope |1.00

 | pan | | pan | | Depth to cemented|0.64

 | | | | | pan |

 | | | | | |
302 Soil Survey of

Table 9a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

183E: | | | | | |

 Munising------------|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 cemented|1.00 | Depth to cemented|1.00 | Slope |1.00

 | pan | | pan | | Depth to cemented|1.00

 | Slope |1.00 | Slope |1.00 | pan |

 | | | | | |

 Abbaye--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Depth to bedrock |0.46

 | | | | | |

 Yalmer--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to cemented|0.65 | Depth to cemented|0.65 | Depth to cemented|0.64

 | pan | | pan | | pan |

 | | | | | |

184C: | | | | | |

 Munising------------|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 cemented|1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan | | pan |

 | | | | | Slope |1.00

 | | | | | |

 Yalmer--------------|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 cemented|0.65 | Depth to cemented|0.65 | Slope |1.00

 | pan | | pan | | Depth to cemented|0.64

 | | | | | pan |

 | | | | | |

184E: | | | | | |

 Munising------------|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 cemented|1.00 | Depth to cemented|1.00 | Slope |1.00

 | pan | | pan | | Depth to cemented|1.00

 | Slope |1.00 | Slope |1.00 | pan |

 | | | | | |

 Yalmer--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to cemented|0.65 | Depth to cemented|0.65 | Depth to cemented|0.64

 | pan | | pan | | pan |

 | | | | | |

185B: | | | | | |

 Munising------------|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 cemented|1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan | | pan |

 | | | | | Slope |0.50

 | | | | | |
Keweenaw County Area, Michigan 303

Table 9a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

185B: | | | | | |

 Skanee--------------|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 cemented|1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan | | pan |

 | Slow water |1.00 | Slow water |1.00 | Slow water |1.00

 | movement | | movement | | movement |

 | | | | | Slope |0.12

 | | | | | |

185C: | | | | | |

 Munising------------|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 cemented|1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan | | pan |

 | Slope |0.16 | Slope |0.16 | Slope |1.00

 | | | | | |

 Skanee--------------|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 cemented|1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan | | pan |

 | Slow water |1.00 | Slow water |1.00 | Slow water |1.00

 | movement | | movement | | movement |

 | | | | | Slope |0.88

 | | | | | |

187A: | | | | | |

 Skanee--------------|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 cemented|1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan | | pan |

 | Slow water |1.00 | Slow water |1.00 | Slow water |1.00

 | movement | | movement | | movement |

 | | | | | Slope |0.12

 | | | | | |

 Gay-----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

192B: | | | | | |

 Nipissing-----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | Depth to bedrock |0.01

 | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | | Slope |0.50

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

194B: | | | | | |

 Copper Harbor-------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |0.19 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Slope |0.12

 | | | | | |
304 Soil Survey of

Table 9a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

195B: | | | | | |

 Copper Harbor-------|Somewhat limited | |Somewhat limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |0.19 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Slope |0.12

 | | | | | |

 Bete Grise----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

196B: | | | | | |

 Bete Grise----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Tawas---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

301: | | | | | |

 Udorthents----------|Not limited | |Not limited | |Very limited |

 | | | | | Slope |1.00

 | | | | | Large stones |0.01

 | | | | | |

 Udipsamments--------|Very limited | |Very limited | |Very limited |

 | Too sandy |1.00 | Too sandy |1.00 | Too sandy |1.00

 | | | | | Slope |1.00

 | | | | | |

302: | | | | | |

 Histosols-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Ponding |1.00 | saturated zone | | Organic matter |1.00

 | Organic matter |1.00 | Organic matter |1.00 | content |

 | content | | content | | Ponding |1.00

 | | | | | |

 Aquents-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Ponding |1.00 | saturated zone | | Ponding |1.00

 | Slow water |0.60 | Slow water |0.60 | Slow water |0.60

 | movement | | movement | | movement |

 | | | | | Gravel content |0.20

 | | | | | |

303: | | | | | |

 Aquents-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Ponding |1.00 | saturated zone | | Ponding |1.00

 | Slow water |0.60 | Slow water |0.60 | Slow water |0.60

 | movement | | movement | | movement |

 | | | | | Gravel content |0.20

 | | | | | |

 Dumps, stamp sand---|Not rated | |Not rated | |Not rated |

 | | | | | |

310: | | | | | |

 Dumps, mine---------|Not rated | |Not rated | |Not rated |

 | | | | | |
Keweenaw County Area, Michigan 305

Table 9a.--Recreational Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Camp areas | Picnic areas | Playgrounds

 and soil name | | |

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

311: | | | | | |

 Dumps, stamp sand---|Not rated | |Not rated | |Not rated |

 | | | | | |

312: | | | | | |

 Pits----------------|Not rated | |Not rated | |Not rated |

 | | | | | |

313: | | | | | |

 Dumps, sawdust------|Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
306 Soil Survey of

Table 9b.--Recreational Development

(The information in this table indicates the dominant soil condition but

 does not eliminate the need for onsite investigation. The numbers in

 the value columns range from 0.01 to 1.00. The larger the value, the

 greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further

 explanation of ratings in this table)

_________________________________________________________________________

 | |

 Map symbol | Paths and trails | Golf fairways

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

2: | | | |

 Lupton--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | | | |

 Tawas---------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | | | |

3: | | | |

 Dawson--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | | | |

 Loxley--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Too acid |1.00

 | | | Ponding |1.00

 | | | |

6: | | | |

 Skandia-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | | | Depth to bedrock |0.01

 | | | |

 Burt----------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to bedrock |1.00

 | saturated zone | | Depth to |1.00

 | Ponding |1.00 | saturated zone |

 | | | Ponding |1.00

 | | | Droughty |0.91

 | | | |

10: | | | |

 Cathro--------------|Very limited | |Very limited |

 | Depth to |1.00 | Organic matter |1.00

 | saturated zone | | content |

 | Organic matter |1.00 | Depth to |1.00

 | content | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | | | |

 Sabattis------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | | | |
Keweenaw County Area, Michigan 307

Table 9b.--Recreational Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Paths and trails | Golf fairways

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

13: | | | |

 Tawas---------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | | | |

 Deford--------------|Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00

 | Ponding |1.00 | saturated zone |

 | | | |

15B: | | | |

 Dawson--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | | | |

 Croswell------------|Not limited | |Somewhat limited |

 | | | Droughty |0.44

 | | | Depth to |0.19

 | | | saturated zone |

 | | | |

20E: | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

21G: | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

 Arcadian------------|Very limited | |Very limited |

 | Slope |1.00 | Depth to bedrock |1.00

 | | | Slope |1.00

 | | | Droughty |1.00

 | | | |

39A: | | | |

 Betsy Bay-----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Droughty |0.20

 | | | |

 Burt----------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to bedrock |1.00

 | saturated zone | | Depth to |1.00

 | Ponding |1.00 | saturated zone |

 | | | Ponding |1.00

 | | | Droughty |0.91

 | | | |

 Deford--------------|Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00

 | Ponding |1.00 | saturated zone |

 | | | |

47A: | | | |

 Zeba----------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Depth to bedrock |0.71

 | | | |
308 Soil Survey of

Table 9b.--Recreational Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Paths and trails | Golf fairways

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

47A: | | | |

 Jacobsville---------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | | | Depth to bedrock |0.97

 | | | |

51C: | | | |

 Arcadian------------|Not limited | |Very limited |

 | | | Depth to bedrock |1.00

 | | | Droughty |1.00

 | | | |

 Nipissing-----------|Not limited | |Somewhat limited |

 | | | Droughty |0.42

 | | | Depth to bedrock |0.01

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

51E: | | | |

 Arcadian------------|Somewhat limited | |Very limited |

 | Slope |0.82 | Depth to bedrock |1.00

 | | | Slope |1.00

 | | | Droughty |1.00

 | | | |

 Nipissing-----------|Somewhat limited | |Very limited |

 | Slope |0.82 | Slope |1.00

 | | | Droughty |0.42

 | | | Depth to bedrock |0.01

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

52C: | | | |

 Arcadian------------|Not limited | |Very limited |

 | | | Depth to bedrock |1.00

 | | | Droughty |1.00

 | | | |

 Dishno--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

52E: | | | |

 Arcadian------------|Somewhat limited | |Very limited |

 | Slope |0.82 | Depth to bedrock |1.00

 | | | Slope |1.00

 | | | Droughty |1.00

 | | | |

 Dishno--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |0.82 | Slope |1.00

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

53E: | | | |

 Arcadian------------|Somewhat limited | |Very limited |

 | Slope |0.82 | Depth to bedrock |1.00

 | | | Slope |1.00

 | | | Droughty |1.00

 | | | |
Keweenaw County Area, Michigan 309

Table 9b.--Recreational Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Paths and trails | Golf fairways

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

53E: | | | |

 Michigamme----------|Somewhat limited | |Very limited |

 | Slope |0.82 | Slope |1.00

 | | | Depth to bedrock |0.46

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

53F: | | | |

 Arcadian------------|Very limited | |Very limited |

 | Slope |1.00 | Depth to bedrock |1.00

 | | | Slope |1.00

 | | | Droughty |1.00

 | | | |

 Michigamme----------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | Depth to bedrock |0.46

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

55B: | | | |

 Chocolay------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Depth to bedrock |0.99

 | | | Droughty |0.99

 | | | |

100B: | | | |

 Waiska--------------|Not limited | |Very limited |

 | | | Droughty |1.00

 | | | |

100D: | | | |

 Waiska--------------|Not limited | |Very limited |

 | | | Droughty |1.00

 | | | Slope |0.63

 | | | |

102C: | | | |

 Waiska--------------|Not limited | |Very limited |

 | | | Droughty |1.00

 | | | |

 Garlic--------------|Not limited | |Somewhat limited |

 | | | Droughty |0.40

 | | | |

102E: | | | |

 Waiska--------------|Somewhat limited | |Very limited |

 | Slope |0.82 | Slope |1.00

 | | | Droughty |1.00

 | | | |

 Garlic--------------|Somewhat limited | |Very limited |

 | Slope |0.82 | Slope |1.00

 | | | Droughty |0.40

 | | | |

102F: | | | |

 Waiska--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | Droughty |1.00

 | | | |

 Garlic--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | Droughty |0.40

 | | | |
310 Soil Survey of

Table 9b.--Recreational Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Paths and trails | Golf fairways

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

110B: | | | |

 Shelldrake----------|Not limited | |Very limited |

 | | | Droughty |1.00

 | | | |

 Croswell------------|Not limited | |Somewhat limited |

 | | | Droughty |0.44

 | | | Depth to |0.19

 | | | saturated zone |

 | | | |

111B: | | | |

 Deer Park-----------|Not limited | |Somewhat limited |

 | | | Droughty |0.18

 | | | |

111D: | | | |

 Deer Park-----------|Not limited | |Somewhat limited |

 | | | Slope |0.63

 | | | Droughty |0.18

 | | | |

111E: | | | |

 Deer Park-----------|Somewhat limited | |Very limited |

 | Slope |0.82 | Slope |1.00

 | | | Droughty |0.18

 | | | |

111F: | | | |

 Deer Park-----------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | Droughty |0.18

 | | | |

112C: | | | |

 Deer Park-----------|Not limited | |Somewhat limited |

 | | | Droughty |0.18

 | | | Slope |0.01

 | | | |

 Croswell------------|Not limited | |Somewhat limited |

 | | | Droughty |0.44

 | | | Depth to |0.19

 | | | saturated zone |

 | | | |

113C: | | | |

 Rubicon-------------|Not limited | |Somewhat limited |

 | | | Droughty |0.45

 | | | Slope |0.01

 | | | |

 Croswell------------|Not limited | |Somewhat limited |

 | | | Droughty |0.44

 | | | Depth to |0.19

 | | | saturated zone |

 | | | |

120B: | | | |

 Garlic--------------|Not limited | |Somewhat limited |

 | | | Droughty |0.40

 | | | |

120D: | | | |

 Garlic--------------|Not limited | |Somewhat limited |

 | | | Slope |0.63

 | | | Droughty |0.40

 | | | |
Keweenaw County Area, Michigan 311

Table 9b.--Recreational Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Paths and trails | Golf fairways

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

120E: | | | |

 Garlic--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | Droughty |0.40

 | | | |

125A: | | | |

 Croswell------------|Not limited | |Somewhat limited |

 | | | Droughty |0.44

 | | | Depth to |0.19

 | | | saturated zone |

 | | | |

 Au Gres-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | |

126B: | | | |

 Au Gres-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | |

 Deford--------------|Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00

 | Ponding |1.00 | saturated zone |

 | | | |

 Croswell------------|Not limited | |Somewhat limited |

 | | | Droughty |0.44

 | | | Depth to |0.19

 | | | saturated zone |

 | | | |

127A: | | | |

 Au Gres-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | |

 Kinross-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | | | |

130C: | | | |

 Garlic--------------|Not limited | |Somewhat limited |

 | | | Droughty |0.40

 | | | |

 Alcona--------------|Not limited | |Not limited |

 | | | |

130E: | | | |

 Garlic--------------|Somewhat limited | |Very limited |

 | Slope |0.82 | Slope |1.00

 | | | Droughty |0.40

 | | | |

 Alcona--------------|Somewhat limited | |Very limited |

 | Slope |0.82 | Slope |1.00

 | | | |

133C: | | | |

 Keweenaw------------|Not limited | |Not limited |

 | | | |

 Garlic--------------|Not limited | |Somewhat limited |

 | | | Droughty |0.40

 | | | |
312 Soil Survey of

Table 9b.--Recreational Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Paths and trails | Golf fairways

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

133E: | | | |

 Keweenaw------------|Somewhat limited | |Very limited |

 | Slope |0.82 | Slope |1.00

 | | | |

 Garlic--------------|Somewhat limited | |Very limited |

 | Slope |0.82 | Slope |1.00

 | | | Droughty |0.40

 | | | |

133F: | | | |

 Keweenaw------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | |

 Garlic--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | Droughty |0.40

 | | | |

136B: | | | |

 Borgstrom-----------|Not limited | |Very limited |

 | | | Depth to cemented|1.00

 | | | pan |

 | | | Droughty |1.00

 | | | Depth to |0.19

 | | | saturated zone |

 | | | |

 Ingalls-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | |

142C: | | | |

 Wallace-------------|Not limited | |Somewhat limited |

 | | | Depth to cemented|0.97

 | | | pan |

 | | | Droughty |0.45

 | | | Slope |0.01

 | | | |

 Rubicon-------------|Not limited | |Somewhat limited |

 | | | Droughty |0.45

 | | | Slope |0.01

 | | | |

142F: | | | |

 Wallace-------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | Depth to cemented|0.97

 | | | pan |

 | | | Droughty |0.45

 | | | |

 Rubicon-------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | Droughty |0.45

 | | | |

155C: | | | |

 Montreal------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Depth to cemented|0.71

 | | | pan |

 | | | Droughty |0.15

 | | | |
Keweenaw County Area, Michigan 313

Table 9b.--Recreational Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Paths and trails | Golf fairways

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

155C: | | | |

 Paavola-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Droughty |1.00

 | | | Depth to bedrock |0.84

 | | | |

 Waiska--------------|Not limited | |Very limited |

 | | | Droughty |1.00

 | | | |

155E: | | | |

 Montreal------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |0.82 | Slope |1.00

 | | | Depth to cemented|0.71

 | | | pan |

 | | | Droughty |0.15

 | | | |

 Paavola-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |0.82 | Slope |1.00

 | | | Droughty |1.00

 | | | Depth to cemented|0.84

 | | | pan |

 | | | |

 Waiska--------------|Somewhat limited | |Very limited |

 | Slope |0.82 | Slope |1.00

 | | | Droughty |1.00

 | | | |

158A: | | | |

 Arnheim-------------|Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Flooding |1.00

 | Ponding |1.00 | Depth to |1.00

 | Flooding |0.40 | saturated zone |

 | | | |

 Sturgeon------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Flooding |0.60

 | | | |

 Pelkie--------------|Not limited | |Somewhat limited |

 | | | Flooding |0.60

 | | | Depth to |0.19

 | | | saturated zone |

 | | | |

161F: | | | |

 Trimountain---------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | Depth to cemented|1.00

 | | | pan |

 | | | Droughty |0.51

 | | | |

 Lac La Belle--------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | Droughty |1.00

 | | | Depth to cemented|0.06

 | | | pan |

 | | | |
314 Soil Survey of

Table 9b.--Recreational Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Paths and trails | Golf fairways

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

161F: | | | |

 Waiska--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | Droughty |1.00

 | | | |

162F: | | | |

 Trimountain---------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | Depth to cemented|1.00

 | | | pan |

 | | | Droughty |0.51

 | | | |

 Lac La Belle--------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | Droughty |1.00

 | | | Depth to cemented|0.06

 | | | pan |

 | | | |

 Michigamme----------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | Depth to bedrock |0.46

 | | | |

166B: | | | |

 Gratiot-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00

 | saturated zone | | pan |

 | | | Depth to |1.00

 | | | saturated zone |

 | | | Droughty |1.00

 | | | |

 Sabattis------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | | | |

173C: | | | |

 Montreal------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Depth to cemented|0.71

 | | | pan |

 | | | Droughty |0.15

 | | | |

 Paavola-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Droughty |1.00

 | | | Depth to cemented|0.84

 | | | pan |

 | | | |

 Dishno--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | |
Keweenaw County Area, Michigan 315

Table 9b.--Recreational Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Paths and trails | Golf fairways

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

173E: | | | |

 Montreal------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |0.82 | Slope |1.00

 | | | Depth to cemented|0.71

 | | | pan |

 | | | Droughty |0.15

 | | | |

 Paavola-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |0.82 | Slope |1.00

 | | | Droughty |1.00

 | | | Depth to bedrock |0.84

 | | | |

 Dishno--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |0.82 | Slope |1.00

 | | | |

174B: | | | |

 Montreal------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Depth to cemented|0.71

 | | | pan |

 | | | Droughty |0.15

 | | | |

 Dishno--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | |

 Gratiot-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00

 | saturated zone | | pan |

 | | | Depth to |1.00

 | | | saturated zone |

 | | | Droughty |1.00

 | | | |

177A: | | | |

 Assinins------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | |

183C: | | | |

 Munising------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00

 | saturated zone | | pan |

 | | | Depth to |1.00

 | | | saturated zone |

 | | | |

 Abbaye--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Depth to bedrock |0.46

 | | | |
316 Soil Survey of

Table 9b.--Recreational Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Paths and trails | Golf fairways

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

183C: | | | |

 Yalmer--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Depth to cemented|0.64

 | | | pan |

 | | | Droughty |0.33

 | | | |

183E: | | | |

 Munising------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00

 | saturated zone | | pan |

 | Slope |0.82 | Depth to |1.00

 | | | saturated zone |

 | | | Slope |1.00

 | | | |

 Abbaye--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |0.82 | Slope |1.00

 | | | Depth to bedrock |0.46

 | | | |

 Yalmer--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |0.82 | Slope |1.00

 | | | Depth to cemented|0.64

 | | | pan |

 | | | Droughty |0.33

 | | | |

184C: | | | |

 Munising------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00

 | saturated zone | | pan |

 | | | Depth to |1.00

 | | | saturated zone |

 | | | |

 Yalmer--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Depth to cemented|0.64

 | | | pan |

 | | | Droughty |0.33

 | | | |

184E: | | | |

 Munising------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00

 | saturated zone | | pan |

 | Slope |0.82 | Depth to |1.00

 | | | saturated zone |

 | | | Slope |1.00

 | | | |

 Yalmer--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |0.82 | Slope |1.00

 | | | Depth to cemented|0.64

 | | | pan |

 | | | Droughty |0.33

 | | | |
Keweenaw County Area, Michigan 317

Table 9b.--Recreational Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Paths and trails | Golf fairways

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

185B: | | | |

 Munising------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00

 | saturated zone | | pan |

 | | | Depth to |1.00

 | | | saturated zone |

 | | | |

 Skanee--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00

 | saturated zone | | pan |

 | | | Depth to |1.00

 | | | saturated zone |

 | | | Droughty |1.00

 | | | |

185C: | | | |

 Munising------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00

 | saturated zone | | pan |

 | | | Depth to |1.00

 | | | saturated zone |

 | | | Slope |0.16

 | | | |

 Skanee--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00

 | saturated zone | | pan |

 | | | Depth to |1.00

 | | | saturated zone |

 | | | Droughty |1.00

 | | | |

187A: | | | |

 Skanee--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00

 | saturated zone | | pan |

 | | | Depth to |1.00

 | | | saturated zone |

 | | | Droughty |1.00

 | | | |

 Gay-----------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | | | |

192B: | | | |

 Nipissing-----------|Not limited | |Somewhat limited |

 | | | Droughty |0.42

 | | | Depth to bedrock |0.01

 | | | |

 Arcadian------------|Not limited | |Very limited |

 | | | Depth to bedrock |1.00

 | | | Droughty |1.00

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

194B: | | | |

 Copper Harbor-------|Not limited | |Somewhat limited |

 | | | Depth to |0.19

 | | | saturated zone |

 | | | Droughty |0.07

 | | | |
318 Soil Survey of

Table 9b.--Recreational Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Paths and trails | Golf fairways

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

195B: | | | |

 Copper Harbor-------|Not limited | |Somewhat limited |

 | | | Depth to |0.19

 | | | saturated zone |

 | | | Droughty |0.07

 | | | |

 Bete Grise----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Droughty |0.94

 | | | |

196B: | | | |

 Bete Grise----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Droughty |0.94

 | | | |

 Tawas---------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | | | |

301: | | | |

 Udorthents----------|Not limited | |Somewhat limited |

 | | | Large stones |0.01

 | | | |

 Udipsamments--------|Very limited | |Somewhat limited |

 | Too sandy |1.00 | Droughty |0.69

 | | | Too sandy |0.50

 | | | |

302: | | | |

 Histosols-----------|Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Organic matter |1.00

 | Organic matter |1.00 | content |

 | content | | Depth to |1.00

 | Ponding |1.00 | saturated zone |

 | | | |

 Aquents-------------|Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00

 | Ponding |1.00 | saturated zone |

 | | | |

303: | | | |

 Aquents-------------|Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00

 | Ponding |1.00 | saturated zone |

 | | | |

 Dumps, stamp sand---|Not rated | |Not rated |

 | | | |

310: | | | |

 Dumps, mine---------|Not rated | |Not rated |

 | | | |

311: | | | |

 Dumps, stamp sand---|Not rated | |Not rated |

 | | | |

312: | | | |

 Pits----------------|Not rated | |Not rated |

 | | | |
Keweenaw County Area, Michigan 319

Table 9b.--Recreational Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Paths and trails | Golf fairways

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

313: | | | |

 Dumps, sawdust------|Not rated | |Not rated |

 | | | |

W: | | | |

 Water---------------|Not rated | |Not rated |

 | | | | _________________________________________________________________________
320 Soil Survey of

Table 10.--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 | | | Wild | | | | | | |

 and soil name | Grain |Grasses | herba- |Hardwood| Conif- |Wetland |Shallow |Openland|Woodland|Wetland

 |and seed| and | ceous | trees | erous | plants | water |wildlife|wildlife|wildlife

 | crops |legumes | plants | | plants | | areas | | | _____________________________________________________________________________________________________________

 | | | | | | | | | |

2: | | | | | | | | | |

 Lupton------------|Very |Poor |Very |Poor |Poor |Good |Good |Poor |Very |Good.

 | poor. | | poor. | | | | | | poor. |

 | | | | | | | | | |

 Tawas-------------|Very |Poor |Very |Poor |Poor |Good |Good |Poor |Very |Good.

 | poor. | | poor. | | | | | | poor. |

 | | | | | | | | | |

3: | | | | | | | | | |

 Dawson------------|Very |Very |Very |Poor |Poor |Good |Good |Poor |Very |Good.

 | poor. | poor. | poor. | | | | | | poor. |

 | | | | | | | | | |

 Loxley------------|Very |Very |Very |Poor |Poor |Good |Good |Poor |Poor |Very

 | poor. | poor. | poor. | | | | | | | poor.

 | | | | | | | | | |

6: | | | | | | | | | |

 Skandia-----------|Very |Very |Poor |Poor |Poor |Good |Good |Poor |Very |Good.

 | poor. | poor. | | | | | | | poor. |

 | | | | | | | | | |

 Burt--------------|Very |Very |Poor |Poor |Poor |Good |Poor |Poor |Very |Good.

 | poor. | poor. | | | | | | | poor. |

 | | | | | | | | | |

10: | | | | | | | | | |

 Cathro------------|Very |Poor |Very |Poor |Poor |Good |Good |Poor |Very |Good.

 | poor. | | poor. | | | | | | poor. |

 | | | | | | | | | |

 Sabattis----------|Very |Poor |Very |Poor |Poor |Good |Good |Poor |Very |Good.

 | poor. | | poor. | | | | | | poor. |

 | | | | | | | | | |

13: | | | | | | | | | |

 Tawas-------------|Very |Poor |Very |Poor |Poor |Good |Good |Poor |Very |Good.

 | poor. | | poor. | | | | | | poor. |

 | | | | | | | | | |

 Deford------------|Very |Poor |Very |Poor |Poor |Good |Good |Poor |Very |Good.

 | poor. | | poor. | | | | | | poor. |

 | | | | | | | | | |

15B: | | | | | | | | | |

 Dawson------------|Very |Very |Poor |Poor |Very |Good |Good |Poor |Very |Very

 | poor. | poor. | | | poor. | | | | poor. | poor.

 | | | | | | | | | |

 Croswell----------|Poor |Poor |Good |Fair |Good |Poor |Very |Fair |Fair |Very

 | | | | | | | poor. | | | poor.

 | | | | | | | | | |

20E. | | | | | | | | | |

 Rock outcrop | | | | | | | | | |

 | | | | | | | | | |

21G: | | | | | | | | | |

 Rock outcrop. | | | | | | | | | |

 | | | | | | | | | |

 Arcadian----------|Very |Very |Very |Poor |Fair |Very |Very |Very |Poor |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

39A: | | | | | | | | | |

 Betsy Bay---------|Fair |Poor |Good |Fair |Good |Poor |Fair |Poor |Fair |Fair.

 | | | | | | | | | |

 Burt--------------|Very |Very |Fair |Fair |Fair |Fair |Fair |Poor |Poor |Fair.

 | poor. | poor. | | | | | | | |

 | | | | | | | | | |
Keweenaw County Area, Michigan 321

Table 10.--Wildlife Habitat--Continued

_____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- _________________________________________________________________________________________

 Map symbol | | | Wild | | | | | | |

 and soil name | Grain |Grasses | herba- |Hardwood| Conif- |Wetland |Shallow |Openland|Woodland|Wetland

 |and seed| and | ceous | trees | erous | plants | water |wildlife|wildlife|wildlife

 | crops |legumes | plants | | plants | | areas | | | _____________________________________________________________________________________________________________

 | | | | | | | | | |

39A: | | | | | | | | | |

 Deford------------|Very |Poor |Very |Poor |Poor |Fair |Good |Poor |Very |Fair.

 | poor. | | poor. | | | | | | poor. |

 | | | | | | | | | |

47A: | | | | | | | | | |

 Zeba--------------|Poor |Fair |Good |Good |Good |Fair |Fair |Fair |Good |Fair.

 | | | | | | | | | |

 Jacobsville-------|Very |Poor |Fair |Fair |Fair |Fair |Fair |Poor |Fair |Fair.

 | poor. | | | | | | | | |

 | | | | | | | | | |

51C: | | | | | | | | | |

 Arcadian----------|Very |Very |Very |Fair |Fair |Very |Very |Very |Fair |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

 Nipissing---------|Very |Very |Very |Good |Good |Very |Very |Very |Good |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

 Rock outcrop. | | | | | | | | | |

 | | | | | | | | | |

51E: | | | | | | | | | |

 Arcadian----------|Very |Very |Very |Fair |Fair |Very |Very |Very |Good |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

 Nipissing---------|Very |Very |Very |Good |Good |Very |Very |Very |Fair |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

 Rock outcrop. | | | | | | | | | |

 | | | | | | | | | |

52C: | | | | | | | | | |

 Arcadian----------|Very |Very |Very |Fair |Fair |Very |Very |Very |Fair |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

 Dishno------------|Very |Very |Very |Good |Good |Very |Very |Very |Good |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

 Rock outcrop. | | | | | | | | | |

 | | | | | | | | | |

52E: | | | | | | | | | |

 Arcadian----------|Very |Very |Very |Poor |Fair |Very |Very |Very |Poor |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

 Dishno------------|Very |Very |Very |Good |Good |Very |Very |Very |Good |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

 Rock outcrop. | | | | | | | | | |

 | | | | | | | | | |

53E: | | | | | | | | | |

 Arcadian----------|Very |Very |Very |Poor |Fair |Very |Very |Very |Poor |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

 Michigamme--------|Very |Very |Very |Fair |Good |Very |Very |Very |Fair |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

 Rock outcrop. | | | | | | | | | |

 | | | | | | | | | |

53F: | | | | | | | | | |

 Arcadian----------|Very |Very |Very |Poor |Fair |Very |Very |Very |Poor |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |
322 Soil Survey of

Table 10.--Wildlife Habitat--Continued

_____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- _________________________________________________________________________________________

 Map symbol | | | Wild | | | | | | |

 and soil name | Grain |Grasses | herba- |Hardwood| Conif- |Wetland |Shallow |Openland|Woodland|Wetland

 |and seed| and | ceous | trees | erous | plants | water |wildlife|wildlife|wildlife

 | crops |legumes | plants | | plants | | areas | | | _____________________________________________________________________________________________________________

 | | | | | | | | | |

53F: | | | | | | | | | |

 Michigamme--------|Very |Very |Very |Good |Good |Very |Very |Very |Good |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

 Rock outcrop. | | | | | | | | | |

 | | | | | | | | | |

55B: | | | | | | | | | |

 Chocolay----------|Poor |Poor |Fair |Fair |Fair |Poor |Poor |Fair |Fair |Fair.

 | | | | | | | | | |

100B: | | | | | | | | | |

 Waiska------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Fair |Poor |Very

 | | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

100D: | | | | | | | | | |

 Waiska------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Fair |Poor |Very

 | | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

102C: | | | | | | | | | |

 Waiska------------|Poor |Poor |Fair |Poor |Poor |Very |Very |Fair |Poor |Very

 | | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

 Garlic------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Fair |Poor |Very

 | | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

102E: | | | | | | | | | |

 Waiska------------|Very |Poor |Fair |Poor |Fair |Very |Very |Poor |Poor |Very

 | poor. | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

 Garlic------------|Very |Poor |Fair |Poor |Fair |Very |Very |Poor |Poor |Very

 | poor. | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

102F: | | | | | | | | | |

 Waiska------------|Very |Poor |Fair |Poor |Fair |Very |Very |Poor |Poor |Very

 | poor. | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

 Garlic------------|Very |Poor |Fair |Poor |Fair |Very |Very |Poor |Poor |Very

 | poor. | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

110B: | | | | | | | | | |

 Shelldrake--------|Poor |Poor |Poor |Fair |Fair |Very |Very |Poor |Fair |Very

 | | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

 Croswell----------|Poor |Poor |Good |Fair |Poor |Very |Very |Poor |Very |Very

 | | | | | | poor. | poor. | | poor. | poor.

 | | | | | | | | | |

111B: | | | | | | | | | |

 Deer Park---------|Very |Very |Poor |Poor |Poor |Very |Very |Very |Very |Very

 | poor. | poor. | | | | poor. | poor. | poor. | poor. | poor.

 | | | | | | | | | |

111D: | | | | | | | | | |

 Deer Park---------|Very |Very |Poor |Poor |Poor |Very |Very |Very |Very |Very

 | poor. | poor. | | | | poor. | poor. | poor. | poor. | poor.

 | | | | | | | | | |

111E: | | | | | | | | | |

 Deer Park---------|Very |Very |Poor |Poor |Poor |Very |Very |Poor |Very |Very

 | poor. | poor. | | | | poor. | poor. | | poor. | poor.

 | | | | | | | | | |

111F: | | | | | | | | | |

 Deer Park---------|Very |Very |Poor |Poor |Poor |Very |Very |Very |Very |Very

 | poor. | poor. | | | | poor. | poor. | poor. | poor. | poor.

 | | | | | | | | | |
Keweenaw County Area, Michigan 323

Table 10.--Wildlife Habitat--Continued

_____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- _________________________________________________________________________________________

 Map symbol | | | Wild | | | | | | |

 and soil name | Grain |Grasses | herba- |Hardwood| Conif- |Wetland |Shallow |Openland|Woodland|Wetland

 |and seed| and | ceous | trees | erous | plants | water |wildlife|wildlife|wildlife

 | crops |legumes | plants | | plants | | areas | | | _____________________________________________________________________________________________________________

 | | | | | | | | | |

112C: | | | | | | | | | |

 Deer Park---------|Very |Very |Poor |Poor |Poor |Very |Very |Poor |Fair |Very

 | poor. | poor. | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

 Croswell----------|Poor |Poor |Good |Fair |Good |Very |Very |Fair |Fair |Poor.

 | | | | | | poor. | poor. | | |

 | | | | | | | | | |

113C: | | | | | | | | | |

 Rubicon-----------|Very |Very |Poor |Fair |Fair |Very |Very |Poor |Fair |Very

 | poor. | poor. | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

 Croswell----------|Poor |Poor |Good |Fair |Good |Very |Very |Fair |Fair |Very

 | | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

120B: | | | | | | | | | |

 Garlic------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Fair |Poor |Very

 | | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

120D: | | | | | | | | | |

 Garlic------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Fair |Poor |Very

 | | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

120E: | | | | | | | | | |

 Garlic------------|Very |Poor |Fair |Poor |Fair |Very |Very |Poor |Poor |Very

 | poor. | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

125A: | | | | | | | | | |

 Croswell----------|Poor |Poor |Good |Fair |Good |Poor |Very |Fair |Fair |Very

 | | | | | | | poor. | | | poor.

 | | | | | | | | | |

 Au Gres-----------|Poor |Poor |Good |Good |Fair |Poor |Poor |Fair |Fair |Poor.

 | | | | | | | | | |

126B: | | | | | | | | | |

 Au Gres-----------|Poor |Poor |Good |Fair |Good |Poor |Poor |Fair |Fair |Poor.

 | | | | | | | | | |

 Deford------------|Very |Poor |Poor |Poor |Poor |Fair |Good |Poor |Very |Fair.

 | poor. | | | | | | | | poor. |

 | | | | | | | | | |

 Croswell----------|Poor |Poor |Fair |Fair |Good |Poor |Very |Fair |Fair |Very

 | | | | | | | poor. | | | poor.

 | | | | | | | | | |

127A: | | | | | | | | | |

 Au Gres-----------|Poor |Poor |Good |Fair |Good |Poor |Poor |Fair |Fair |Poor.

 | | | | | | | | | |

 Kinross-----------|Very |Poor |Very |Poor |Poor |Good |Good |Poor |Very |Good.

 | poor. | | poor. | | | | | | poor. |

 | | | | | | | | | |

130C: | | | | | | | | | |

 Garlic------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Fair |Poor |Very

 | | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

 Alcona------------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

130E: | | | | | | | | | |

 Garlic------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Poor |Poor |Very

 | | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

 Alcona------------|Very |Poor |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor. | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |
324 Soil Survey of

Table 10.--Wildlife Habitat--Continued

_____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- _________________________________________________________________________________________

 Map symbol | | | Wild | | | | | | |

 and soil name | Grain |Grasses | herba- |Hardwood| Conif- |Wetland |Shallow |Openland|Woodland|Wetland

 |and seed| and | ceous | trees | erous | plants | water |wildlife|wildlife|wildlife

 | crops |legumes | plants | | plants | | areas | | | _____________________________________________________________________________________________________________

 | | | | | | | | | |

133C: | | | | | | | | | |

 Keweenaw----------|Fair |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

 Garlic------------|Poor |Poor |Fair |Poor |Fair |Very |Very |Fair |Poor |Very

 | | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

133E: | | | | | | | | | |

 Keweenaw----------|Very |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor. | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

 Garlic------------|Very |Poor |Fair |Poor |Fair |Very |Very |Poor |Poor |Very

 | poor. | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

133F: | | | | | | | | | |

 Keweenaw----------|Very |Poor |Good |Good |Good |Very |Very |Fair |Good |Very

 | poor. | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

 Garlic------------|Very |Poor |Fair |Poor |Fair |Very |Very |Poor |Poor |Very

 | poor. | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

136B: | | | | | | | | | |

 Borgstrom---------|Poor |Poor |Good |Fair |Good |Poor |Very |Fair |Fair |Very

 | | | | | | | poor. | | | poor.

 | | | | | | | | | |

 Ingalls-----------|Poor |Fair |Good |Fair |Good |Poor |Poor |Fair |Fair |Poor.

 | | | | | | | | | |

142C: | | | | | | | | | |

 Wallace-----------|Poor |Poor |Good |Fair |Good |Very |Very |Fair |Fair |Very

 | | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

 Rubicon-----------|Very |Very |Fair |Fair |Fair |Very |Very |Poor |Fair |Very

 | poor. | poor. | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

142F: | | | | | | | | | |

 Wallace-----------|Very |Poor |Good |Fair |Good |Very |Very |Fair |Fair |Very

 | poor. | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

 Rubicon-----------|Very |Very |Fair |Fair |Fair |Very |Very |Poor |Fair |Very

 | poor. | poor. | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

155C: | | | | | | | | | |

 Montreal----------|Very |Very |Very |Good |Good |Very |Very |Very |Good |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

 Paavola-----------|Very |Very |Very |Fair |Good |Very |Very |Very |Fair |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

 Waiska------------|Very |Very |Very |Poor |Fair |Very |Very |Very |Poor |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

155E: | | | | | | | | | |

 Montreal----------|Very |Very |Very |Good |Good |Very |Very |Very |Good |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

 Paavola-----------|Very |Very |Very |Fair |Good |Very |Very |Very |Fair |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

 Waiska------------|Very |Very |Very |Poor |Fair |Very |Very |Very |Poor |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |
Keweenaw County Area, Michigan 325

Table 10.--Wildlife Habitat--Continued

_____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- _________________________________________________________________________________________

 Map symbol | | | Wild | | | | | | |

 and soil name | Grain |Grasses | herba- |Hardwood| Conif- |Wetland |Shallow |Openland|Woodland|Wetland

 |and seed| and | ceous | trees | erous | plants | water |wildlife|wildlife|wildlife

 | crops |legumes | plants | | plants | | areas | | | _____________________________________________________________________________________________________________

 | | | | | | | | | |

158A: | | | | | | | | | |

 Arnheim-----------|Very |Fair |Fair |Fair |Fair |Good |Good |Fair |Fair |Good.

 | poor. | | | | | | | | |

 | | | | | | | | | |

 Sturgeon----------|Fair |Fair |Good |Good |Good |Fair |Fair |Fair |Good |Fair.

 | | | | | | | | | |

 Pelkie------------|Poor |Poor |Good |Good |Good |Poor |Very |Fair |Good |Very

 | | | | | | | poor. | | | poor.

 | | | | | | | | | |

161F: | | | | | | | | | |

 Trimountain-------|Very |Very |Very |Good |Good |Very |Very |Very |Good |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

 Lac La Belle------|Very |Very |Very |Very |Poor |Very |Very |Very |Very |Very

 | poor. | poor. | poor. | poor. | | poor. | poor. | poor. | poor. | poor.

 | | | | | | | | | |

 Waiska------------|Very |Very |Very |Poor |Fair |Very |Very |Very |Poor |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

162F: | | | | | | | | | |

 Trimountain-------|Very |Very |Very |Good |Good |Very |Very |Very |Good |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

 Lac La Belle------|Very |Very |Very |Very |Poor |Very |Very |Very |Very |Very

 | poor. | poor. | poor. | poor. | | poor. | poor. | poor. | poor. | poor.

 | | | | | | | | | |

 Michigamme--------|Very |Very |Very |Poor |Fair |Very |Very |Very |Poor |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

166B: | | | | | | | | | |

 Gratiot-----------|Very |Poor |Very |Fair |Good |Poor |Poor |Very |Fair |Poor.

 | poor. | | poor. | | | | | poor. | |

 | | | | | | | | | |

 Sabattis----------|Very |Poor |Very |Poor |Poor |Poor |Poor |Poor |Very |Poor.

 | poor. | | poor. | | | | | | poor. |

 | | | | | | | | | |

173C: | | | | | | | | | |

 Montreal----------|Very |Very |Very |Good |Good |Very |Very |Very |Good |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

 Paavola-----------|Very |Very |Very |Fair |Good |Very |Very |Very |Fair |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

 Dishno------------|Very |Very |Very |Fair |Good |Very |Very |Very |Fair |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

173E: | | | | | | | | | |

 Montreal----------|Very |Very |Very |Good |Good |Very |Very |Very |Good |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

 Paavola-----------|Very |Very |Very |Fair |Good |Very |Very |Very |Fair |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

 Dishno------------|Very |Very |Very |Fair |Good |Very |Very |Very |Fair |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

174B: | | | | | | | | | |

 Montreal----------|Very |Very |Very |Good |Good |Very |Very |Very |Good |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |
326 Soil Survey of

Table 10.--Wildlife Habitat--Continued

_____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- _________________________________________________________________________________________

 Map symbol | | | Wild | | | | | | |

 and soil name | Grain |Grasses | herba- |Hardwood| Conif- |Wetland |Shallow |Openland|Woodland|Wetland

 |and seed| and | ceous | trees | erous | plants | water |wildlife|wildlife|wildlife

 | crops |legumes | plants | | plants | | areas | | | _____________________________________________________________________________________________________________

 | | | | | | | | | |

174B: | | | | | | | | | |

 Dishno------------|Very |Poor |Good |Good |Good |Very |Very |Poor |Good |Very

 | poor. | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

 Gratiot-----------|Very |Very |Very |Fair |Good |Very |Very |Very |Fair |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

177A: | | | | | | | | | |

 Assinins----------|Poor |Poor |Good |Good |Good |Poor |Poor |Fair |Good |Poor.

 | | | | | | | | | |

183C: | | | | | | | | | |

 Munising----------|Poor |Fair |Very |Good |Good |Very |Very |Poor |Good |Very

 | | | poor. | | | poor. | poor. | | | poor.

 | | | | | | | | | |

 Abbaye------------|Poor |Fair |Very |Good |Good |Very |Very |Poor |Good |Very

 | | | poor. | | | poor. | poor. | | | poor.

 | | | | | | | | | |

 Yalmer------------|Poor |Fair |Very |Fair |Good |Very |Very |Poor |Fair |Very

 | | | poor. | | | poor. | poor. | | | poor.

 | | | | | | | | | |

183E: | | | | | | | | | |

 Munising----------|Poor |Fair |Very |Good |Good |Very |Very |Poor |Good |Very

 | | | poor. | | | poor. | poor. | | | poor.

 | | | | | | | | | |

 Abbaye------------|Poor |Fair |Very |Good |Good |Very |Very |Poor |Good |Very

 | | | poor. | | | poor. | poor. | | | poor.

 | | | | | | | | | |

 Yalmer------------|Poor |Fair |Very |Fair |Good |Very |Very |Poor |Fair |Very

 | | | poor. | | | poor. | poor. | | | poor.

 | | | | | | | | | |

184C: | | | | | | | | | |

 Munising----------|Poor |Fair |Very |Good |Good |Very |Very |Poor |Good |Very

 | | | poor. | | | poor. | poor. | | | poor.

 | | | | | | | | | |

 Yalmer------------|Poor |Fair |Very |Fair |Good |Very |Very |Poor |Fair |Very

 | | | poor. | | | poor. | poor. | | | poor.

 | | | | | | | | | |

184E: | | | | | | | | | |

 Munising----------|Poor |Fair |Very |Good |Good |Very |Very |Poor |Good |Very

 | | | poor. | | | poor. | poor. | | | poor.

 | | | | | | | | | |

 Yalmer------------|Poor |Fair |Very |Fair |Good |Very |Very |Poor |Fair |Very

 | | | poor. | | | poor. | poor. | | | poor.

 | | | | | | | | | |

185B: | | | | | | | | | |

 Munising----------|Fair |Good |Good |Good |Good |Very |Very |Good |Good |Very

 | | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

 Skanee------------|Poor |Poor |Good |Fair |Good |Poor |Very |Fair |Fair |Poor.

 | | | | | | | poor. | | |

 | | | | | | | | | |

185C: | | | | | | | | | |

 Munising----------|Poor |Fair |Good |Good |Good |Very |Very |Fair |Good |Very

 | | | | | | poor. | poor. | | | poor.

 | | | | | | | | | |

 Skanee------------|Poor |Fair |Good |Fair |Good |Poor |Poor |Fair |Fair |Poor.

 | | | | | | | | | |

187A: | | | | | | | | | |

 Skanee------------|Poor |Fair |Good |Fair |Good |Fair |Fair |Fair |Fair |Fair.

 | | | | | | | | | |
Keweenaw County Area, Michigan 327

Table 10.--Wildlife Habitat--Continued

_____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- _________________________________________________________________________________________

 Map symbol | | | Wild | | | | | | |

 and soil name | Grain |Grasses | herba- |Hardwood| Conif- |Wetland |Shallow |Openland|Woodland|Wetland

 |and seed| and | ceous | trees | erous | plants | water |wildlife|wildlife|wildlife

 | crops |legumes | plants | | plants | | areas | | | _____________________________________________________________________________________________________________

 | | | | | | | | | |

187A: | | | | | | | | | |

 Gay---------------|Very |Poor |Fair |Fair |Fair |Good |Fair |Poor |Fair |Fair.

 | poor. | | | | | | | | |

 | | | | | | | | | |

192B: | | | | | | | | | |

 Nipissing---------|Very |Very |Very |Good |Good |Very |Very |Very |Good |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

 Arcadian----------|Very |Very |Very |Fair |Fair |Very |Very |Very |Fair |Very

 | poor. | poor. | poor. | | | poor. | poor. | poor. | | poor.

 | | | | | | | | | |

 Rock outcrop. | | | | | | | | | |

 | | | | | | | | | |

194B: | | | | | | | | | |

 Copper Harbor-----|Poor |Poor |Poor |Fair |Good |Poor |Very |Poor |Fair |Very

 | | | | | | | poor. | | | poor.

 | | | | | | | | | |

195B: | | | | | | | | | |

 Copper Harbor-----|Poor |Poor |Poor |Fair |Good |Poor |Very |Poor |Fair |Very

 | | | | | | | poor. | | | poor.

 | | | | | | | | | |

 Bete Grise--------|Poor |Poor |Poor |Fair |Good |Poor |Poor |Poor |Fair |Poor.

 | | | | | | | | | |

196B: | | | | | | | | | |

 Bete Grise--------|Poor |Poor |Poor |Fair |Good |Poor |Poor |Poor |Fair |Poor.

 | | | | | | | | | |

 Tawas-------------|Very |Poor |Very |Poor |Poor |Good |Good |Poor |Very |Good.

 | poor. | | poor. | | | | | | poor. |

 | | | | | | | | | |

301: | | | | | | | | | |

 Udorthents--------|Poor |Poor |Poor |Poor |Poor |Very |Very |Very |Very |Very

 | | | | | | poor. | poor. | poor. | poor. | poor.

 | | | | | | | | | |

 Udipsamments------|Poor |Poor |Poor |Poor |Poor |Very |Very |Very |Very |Very

 | | | | | | poor. | poor. | poor. | poor. | poor.

 | | | | | | | | | |

302: | | | | | | | | | |

 Histosols---------|Very |Very |Very |Very |Very |Good |Good |Very |Very |Good.

 | poor. | poor. | poor. | poor. | poor. | | | poor. | poor. |

 | | | | | | | | | |

 Aquents-----------|Very |Very |Very |Very |Very |Good |Good |Very |Very |Good.

 | poor. | poor. | poor. | poor. | poor. | | | poor. | poor. |

 | | | | | | | | | |

303: | | | | | | | | | |

 Aquents-----------|Very |Very |Very |Very |Very |Good |Good |Very |Very |Good.

 | poor. | poor. | poor. | poor. | poor. | | | poor. | poor. |

 | | | | | | | | | |

 Dumps, stamp sand |Very |Very |Very |Very |Very |Very |Very |Very |Very |Very

 | poor. | poor. | poor. | poor. | poor. | poor. | poor. | poor. | poor. | poor.

 | | | | | | | | | |

310. | | | | | | | | | |

 Dumps, mine | | | | | | | | | |

 | | | | | | | | | |

311: | | | | | | | | | |

 Dumps, stamp sand |Very |Very |Very |Very |Very |Very |Very |Very |Very |Very

 | poor. | poor. | poor. | poor. | poor. | poor. | poor. | poor. | poor. | poor.

 | | | | | | | | | |

312. | | | | | | | | | |

 Pits | | | | | | | | | |

 | | | | | | | | | |
328 Soil Survey of

Table 10.--Wildlife Habitat--Continued

_____________________________________________________________________________________________________________

 | Potential for habitat elements |Potential as habitat for-- _________________________________________________________________________________________

 Map symbol | | | Wild | | | | | | |

 and soil name | Grain |Grasses | herba- |Hardwood| Conif- |Wetland |Shallow |Openland|Woodland|Wetland

 |and seed| and | ceous | trees | erous | plants | water |wildlife|wildlife|wildlife

 | crops |legumes | plants | | plants | | areas | | | _____________________________________________________________________________________________________________

 | | | | | | | | | |

313. | | | | | | | | | |

 Dumps, sawdust | | | | | | | | | |

 | | | | | | | | | |

W. | | | | | | | | | |

 Water | | | | | | | | | |

 | | | | | | | | | | _____________________________________________________________________________________________________________
Keweenaw County Area, Michigan 329

Table 11a.--Building Site Development

(The information in this table indicates the dominant soil condition but does not eliminate the

 need for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The

 larger the value, the greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further explanation of ratings in this

 table)

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

2: | | | | | |

 Lupton--------------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Organic matter |1.00 | Organic matter |1.00 | Organic matter |1.00

 | content | | content | | content |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Tawas---------------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Organic matter |1.00 | Ponding |1.00 | Organic matter |1.00

 | content | | | | content |

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

3: | | | | | |

 Dawson--------------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Organic matter |1.00 | Ponding |1.00 | Organic matter |1.00

 | content | | | | content |

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

 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 |

 | Organic matter |1.00 | Organic matter |1.00 | Organic matter |1.00

 | content | | content | | content |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

6: | | | | | |

 Skandia-------------|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 |

 | Organic matter |1.00 | Organic matter |1.00 | Organic matter |1.00

 | content | | content | | content |

 | Ponding |1.00 | Depth to hard |1.00 | Ponding |1.00

 | Depth to hard |0.01 | bedrock | | Depth to hard |0.01

 | bedrock | | Ponding |1.00 | bedrock |

 | | | | | |

 Burt----------------|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 |1.00 | Depth to hard |1.00 | Depth to hard |1.00

 | bedrock | | bedrock | | bedrock |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |
330 Soil Survey of

Table 11a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

10: | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Organic matter |1.00 | Ponding |1.00 | Organic matter |1.00

 | content | | | | content |

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

 Sabattis------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

13: | | | | | |

 Tawas---------------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Organic matter |1.00 | Ponding |1.00 | Organic matter |1.00

 | content | | | | content |

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

 Deford--------------|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

15B: | | | | | |

 Dawson--------------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Organic matter |1.00 | Ponding |1.00 | Organic matter |1.00

 | content | | | | content |

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

 Croswell------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

20E: | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

21G: | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to hard |1.00 | Depth to hard |1.00 | Depth to hard |1.00

 | bedrock | | bedrock | | bedrock |

 | | | | | |

39A: | | | | | |

 Betsy Bay-----------|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 |0.93 | |

 | | | bedrock | | |

 | | | | | |
Keweenaw County Area, Michigan 331

Table 11a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

39A: | | | | | |

 Burt----------------|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 |1.00 | Depth to hard |1.00 | Depth to hard |1.00

 | bedrock | | bedrock | | bedrock |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

 Deford--------------|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

47A: | | | | | |

 Zeba----------------|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 |0.71 | Depth to hard |1.00 | Depth to hard |0.71

 | bedrock | | bedrock | | bedrock |

 | | | | | |

 Jacobsville---------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Depth to hard |1.00 | Ponding |1.00

 | Depth to hard |0.97 | bedrock | | Depth to hard |0.97

 | bedrock | | Ponding |1.00 | bedrock |

 | | | | | |

51C: | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to hard |1.00 | Depth to hard |1.00 | Depth to hard |1.00

 | bedrock | | bedrock | | bedrock |

 | | | | | Slope |0.88

 | | | | | |

 Nipissing-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Large stones |0.77 | Depth to hard |1.00 | Slope |0.88

 | Depth to hard |0.01 | bedrock | | Large stones |0.77

 | bedrock | | Large stones |0.77 | Depth to hard |0.01

 | | | | | bedrock |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

51E: | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to hard |1.00 | Depth to hard |1.00 | Slope |1.00

 | bedrock | | bedrock | | Depth to hard |1.00

 | Slope |1.00 | Slope |1.00 | bedrock |

 | | | | | |

 Nipissing-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Depth to hard |1.00 | Slope |1.00

 | Large stones |0.77 | bedrock | | Large stones |0.77

 | Depth to hard |0.01 | Slope |1.00 | Depth to hard |0.01

 | bedrock | | Large stones |0.77 | bedrock |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

52C: | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to hard |1.00 | Depth to hard |1.00 | Depth to hard |1.00

 | bedrock | | bedrock | | bedrock |

 | | | | | Slope |0.88

 | | | | | |
332 Soil Survey of

Table 11a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

52C: | | | | | |

 Dishno--------------|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 |0.96 | Slope |0.88

 | | | bedrock | | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

52E: | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to hard |1.00 | Depth to hard |1.00 | Slope |1.00

 | bedrock | | bedrock | | Depth to hard |1.00

 | Slope |1.00 | Slope |1.00 | bedrock |

 | | | | | |

 Dishno--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Slope |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Slope |1.00 | Slope |1.00 | saturated zone |

 | | | Depth to hard |0.96 | |

 | | | bedrock | | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

53E: | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to hard |1.00 | Depth to hard |1.00 | Slope |1.00

 | bedrock | | bedrock | | Depth to hard |1.00

 | Slope |1.00 | Slope |1.00 | bedrock |

 | | | | | |

 Michigamme----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Depth to hard |1.00 | Slope |1.00

 | Depth to hard |0.46 | bedrock | | Depth to hard |0.46

 | bedrock | | Slope |1.00 | bedrock |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

53F: | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to hard |1.00 | Depth to hard |1.00 | Depth to hard |1.00

 | bedrock | | bedrock | | bedrock |

 | | | | | |

 Michigamme----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to hard |0.46 | Depth to hard |1.00 | Depth to hard |0.46

 | bedrock | | bedrock | | bedrock |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

55B: | | | | | |

 Chocolay------------|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 |0.99 | Depth to hard |1.00 | Depth to hard |0.99

 | bedrock | | bedrock | | bedrock |

 | | | | | Slope |0.12

 | | | | | |

100B: | | | | | |

 Waiska--------------|Not limited | |Not limited | |Not limited |

 | | | | | |
Keweenaw County Area, Michigan 333

Table 11a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

100D: | | | | | |

 Waiska--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.63 | Slope |0.63 | Slope |1.00

 | | | | | |

102C: | | | | | |

 Waiska--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.88

 | | | | | |

 Garlic--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.88

 | | | | | |

102E: | | | | | |

 Waiska--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Garlic--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

102F: | | | | | |

 Waiska--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Garlic--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

110B: | | | | | |

 Shelldrake----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.12

 | | | | | |

 Croswell------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

111B: | | | | | |

 Deer Park-----------|Not limited | |Not limited | |Not limited |

 | | | | | |

111D: | | | | | |

 Deer Park-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.63 | Slope |0.63 | Slope |1.00

 | | | | | |

111E: | | | | | |

 Deer Park-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

111F: | | | | | |

 Deer Park-----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

112C: | | | | | |

 Deer Park-----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.01 | Slope |0.01 | Slope |1.00

 | | | | | |

 Croswell------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

113C: | | | | | |

 Rubicon-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.01 | Slope |0.01 | Slope |1.00

 | | | | | |
334 Soil Survey of

Table 11a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

113C: | | | | | |

 Croswell------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

120B: | | | | | |

 Garlic--------------|Not limited | |Not limited | |Not limited |

 | | | | | |

120D: | | | | | |

 Garlic--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.63 | Slope |0.63 | Slope |1.00

 | | | | | |

120E: | | | | | |

 Garlic--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

125A: | | | | | |

 Croswell------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 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 |

 | | | | | |

126B: | | | | | |

 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 |

 | | | | | |

 Deford--------------|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Croswell------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | Slope |0.12

 | | | | | |

127A: | | | | | |

 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 |

 | | | | | |

 Kinross-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

130C: | | | | | |

 Garlic--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.88

 | | | | | |

 Alcona--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.88

 | | | | | |
Keweenaw County Area, Michigan 335

Table 11a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

130E: | | | | | |

 Garlic--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Alcona--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

133C: | | | | | |

 Keweenaw------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.88

 | | | | | |

 Garlic--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.88

 | | | | | |

133E: | | | | | |

 Keweenaw------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Garlic--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

133F: | | | | | |

 Keweenaw------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Garlic--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

136B: | | | | | |

 Borgstrom-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to thin |0.50 | Depth to |1.00 | Depth to thin |1.00

 | cemented pan | | saturated zone | | cemented pan |

 | Depth to |0.39 | Depth to thin |1.00 | Depth to |0.39

 | saturated zone | | cemented pan | | saturated zone |

 | | | | | |

 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 |

 | | | | | |

142C: | | | | | |

 Wallace-------------|Somewhat limited | |Very limited | |Very limited |

 | Depth to thick |0.97 | Depth to thick |1.00 | Slope |1.00

 | cemented pan | | cemented pan | | Depth to thick |0.97

 | Slope |0.01 | Slope |0.01 | cemented pan |

 | | | | | |

 Rubicon-------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.01 | Slope |0.01 | Slope |1.00

 | | | | | |

142F: | | | | | |

 Wallace-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Depth to thick |1.00 | Slope |1.00

 | Depth to thick |0.97 | cemented pan | | Depth to thick |0.97

 | cemented pan | | Slope |1.00 | cemented pan |

 | | | | | |

 Rubicon-------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |
336 Soil Survey of

Table 11a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

155C: | | | | | |

 Montreal------------|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 thick |0.71 | Depth to thick |1.00 | Slope |0.88

 | cemented pan | | cemented pan | | Depth to thick |0.71

 | Large stones |0.03 | Large stones |0.03 | cemented pan |

 | | | | | Large stones |0.03

 | | | | | |

 Paavola-------------|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 |0.84 | Depth to hard |1.00 | Slope |0.88

 | bedrock | | bedrock | | Depth to hard |0.84

 | | | | | bedrock |

 | | | | | |

 Waiska--------------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.88

 | | | | | |

155E: | | | | | |

 Montreal------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Slope |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Slope |1.00 | Depth to thick |1.00 | saturated zone |

 | Depth to thick |0.71 | cemented pan | | Depth to thick |0.71

 | cemented pan | | Slope |1.00 | cemented pan |

 | Large stones |0.03 | Large stones |0.03 | Large stones |0.03

 | | | | | |

 Paavola-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Slope |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Slope |1.00 | Slope |1.00 | saturated zone |

 | | | Depth to thin |0.84 | |

 | | | cemented pan | | |

 | | | | | |

 Waiska--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

158A: | | | | | |

 Arnheim-------------|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Sturgeon------------|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 |

 | | | | | |

 Pelkie--------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Flooding |1.00

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

161F: | | | | | |

 Trimountain---------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to thick |1.00 | Depth to thick |1.00 | Depth to thick |1.00

 | cemented pan | | cemented pan | | cemented pan |

 | | | | | |
Keweenaw County Area, Michigan 337

Table 11a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

161F: | | | | | |

 Lac La Belle--------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to thick |0.06 | Depth to thick |1.00 | Depth to thick |0.06

 | cemented pan | | cemented pan | | cemented pan |

 | | | | | |

 Waiska--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

162F: | | | | | |

 Trimountain---------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to thick |1.00 | Depth to thick |1.00 | Depth to thick |1.00

 | cemented pan | | cemented pan | | cemented pan |

 | | | | | |

 Lac La Belle--------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to thick |0.06 | Depth to thick |1.00 | Depth to thick |0.06

 | cemented pan | | cemented pan | | cemented pan |

 | | | | | |

 Michigamme----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Depth to hard |0.46 | Depth to hard |1.00 | Depth to hard |0.46

 | bedrock | | bedrock | | bedrock |

 | | | | | |

166B: | | | | | |

 Gratiot-------------|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 thin |0.50 | Depth to thin |1.00 | Depth to thin |1.00

 | cemented pan | | cemented pan | | cemented pan |

 | Large stones |0.01 | Large stones |0.01 | Large stones |0.01

 | | | | | |

 Sabattis------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

173C: | | | | | |

 Montreal------------|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 thick |0.71 | Depth to thick |1.00 | Slope |0.88

 | cemented pan | | cemented pan | | Depth to thick |0.71

 | Large stones |0.03 | Large stones |0.03 | cemented pan |

 | | | | | Large stones |0.03

 | | | | | |

 Paavola-------------|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 thin |0.84 | Slope |0.88

 | | | cemented pan | | |

 | | | | | |

 Dishno--------------|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 |0.96 | Slope |0.88

 | | | bedrock | | |

 | | | | | |
338 Soil Survey of

Table 11a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

173E: | | | | | |

 Montreal------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Slope |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Slope |1.00 | Depth to thick |1.00 | saturated zone |

 | Depth to thick |0.71 | cemented pan | | Depth to thick |0.71

 | cemented pan | | Slope |1.00 | cemented pan |

 | Large stones |0.03 | Large stones |0.03 | Large stones |0.03

 | | | | | |

 Paavola-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Slope |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Slope |1.00 | Depth to hard |1.00 | saturated zone |

 | Depth to hard |0.84 | bedrock | | Depth to hard |0.84

 | bedrock | | Slope |1.00 | bedrock |

 | | | | | |

 Dishno--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Slope |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Slope |1.00 | Slope |1.00 | saturated zone |

 | | | Depth to hard |0.96 | |

 | | | bedrock | | |

 | | | | | |

174B: | | | | | |

 Montreal------------|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 thick |0.71 | Depth to thick |1.00 | Depth to thick |0.71

 | cemented pan | | cemented pan | | cemented pan |

 | Large stones |0.03 | Large stones |0.03 | Slope |0.50

 | | | | | Large stones |0.03

 | | | | | |

 Dishno--------------|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 |0.96 | Slope |0.50

 | | | bedrock | | |

 | | | | | |

 Gratiot-------------|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 thin |0.50 | Depth to thin |1.00 | Depth to thin |1.00

 | cemented pan | | cemented pan | | cemented pan |

 | Large stones |0.01 | Large stones |0.01 | Large stones |0.01

 | | | | | |

177A: | | | | | |

 Assinins------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

183C: | | | | | |

 Munising------------|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 thin |0.50 | Depth to thin |1.00 | Depth to thin |1.00

 | cemented pan | | cemented pan | | cemented pan |

 | | | | | Slope |0.88

 | | | | | |
Keweenaw County Area, Michigan 339

Table 11a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

183C: | | | | | |

 Abbaye--------------|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 |0.46 | Depth to hard |1.00 | Slope |0.88

 | bedrock | | bedrock | | Depth to hard |0.46

 | | | | | bedrock |

 | | | | | |

 Yalmer--------------|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 thick |0.65 | Depth to thick |1.00 | Slope |0.88

 | cemented pan | | cemented pan | | Depth to thick |0.65

 | | | | | cemented pan |

 | | | | | |

183E: | | | | | |

 Munising------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Slope |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Slope |1.00 | Depth to thin |1.00 | saturated zone |

 | Depth to thin |0.50 | cemented pan | | Depth to thin |1.00

 | cemented pan | | Slope |1.00 | cemented pan |

 | | | | | |

 Abbaye--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Slope |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Slope |1.00 | Depth to hard |1.00 | saturated zone |

 | Depth to hard |0.46 | bedrock | | Depth to hard |0.46

 | bedrock | | Slope |1.00 | bedrock |

 | | | | | |

 Yalmer--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Slope |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Slope |1.00 | Depth to thick |1.00 | saturated zone |

 | Depth to thick |0.65 | cemented pan | | Depth to thick |0.65

 | cemented pan | | Slope |1.00 | cemented pan |

 | | | | | |

184C: | | | | | |

 Munising------------|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 thin |0.50 | Depth to thin |1.00 | Depth to thin |1.00

 | cemented pan | | cemented pan | | cemented pan |

 | | | | | Slope |0.88

 | | | | | |

 Yalmer--------------|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 thick |0.65 | Depth to thick |1.00 | Slope |0.88

 | cemented pan | | cemented pan | | Depth to thick |0.65

 | | | | | cemented pan |

 | | | | | |

184E: | | | | | |

 Munising------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Slope |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Slope |1.00 | Depth to thin |1.00 | saturated zone |

 | Depth to thin |0.50 | cemented pan | | Depth to thin |1.00

 | cemented pan | | Slope |1.00 | cemented pan |

 | | | | | |
340 Soil Survey of

Table 11a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

184E: | | | | | |

 Yalmer--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Slope |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Slope |1.00 | Depth to thick |1.00 | saturated zone |

 | Depth to thick |0.65 | cemented pan | | Depth to thick |0.65

 | cemented pan | | Slope |1.00 | cemented pan |

 | | | | | |

185B: | | | | | |

 Munising------------|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 thin |0.50 | Depth to thin |1.00 | Depth to thin |1.00

 | cemented pan | | cemented pan | | cemented pan |

 | | | | | |

 Skanee--------------|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 thick |1.00 | Depth to thick |1.00 | Depth to thick |1.00

 | cemented pan | | cemented pan | | cemented pan |

 | | | | | |

185C: | | | | | |

 Munising------------|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 thin |0.50 | Depth to thin |1.00 | Depth to thin |1.00

 | cemented pan | | cemented pan | | cemented pan |

 | Slope |0.16 | Slope |0.16 | Slope |1.00

 | | | | | |

 Skanee--------------|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 thick |1.00 | Depth to thick |1.00 | Depth to thick |1.00

 | cemented pan | | cemented pan | | cemented pan |

 | | | | | Slope |0.12

 | | | | | |

187A: | | | | | |

 Skanee--------------|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 thick |1.00 | Depth to thick |1.00 | Depth to thick |1.00

 | cemented pan | | cemented pan | | cemented pan |

 | | | | | |

 Gay-----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

192B: | | | | | |

 Nipissing-----------|Somewhat limited | |Very limited | |Somewhat limited |

 | Large stones |0.77 | Depth to hard |1.00 | Large stones |0.77

 | Depth to hard |0.01 | bedrock | | Depth to hard |0.01

 | bedrock | | Large stones |0.77 | bedrock |

 | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to hard |1.00 | Depth to hard |1.00 | Depth to hard |1.00

 | bedrock | | bedrock | | bedrock |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |
Keweenaw County Area, Michigan 341

Table 11a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

194B: | | | | | |

 Copper Harbor-------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

195B: | | | | | |

 Copper Harbor-------|Somewhat limited | |Very limited | |Somewhat limited |

 | Depth to |0.39 | Depth to |1.00 | Depth to |0.39

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Bete Grise----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

196B: | | | | | |

 Bete Grise----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Tawas---------------|Very limited | |Very limited | |Very limited |

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Organic matter |1.00 | Ponding |1.00 | Organic matter |1.00

 | content | | | | content |

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

301: | | | | | |

 Udorthents----------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | |

 Udipsamments--------|Not limited | |Not limited | |Somewhat limited |

 | | | | | Slope |0.50

 | | | | | |

302: | | | | | |

 Histosols-----------|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Subsidence |1.00 | Subsidence |1.00 | Subsidence |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Organic matter |1.00 | Organic matter |1.00 | Organic matter |1.00

 | content | | content | | content |

 | | | | | |

 Aquents-------------|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

303: | | | | | |

 Aquents-------------|Very limited | |Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | | | | | |

 Dumps, stamp sand---|Not rated | |Not rated | |Not rated |

 | | | | | |

310: | | | | | |

 Dumps, mine---------|Not rated | |Not rated | |Not rated |

 | | | | | |
342 Soil Survey of

Table 11a.--Building Site Development--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Dwellings without | Dwellings with | Small commercial

 and soil name | basements | basements | buildings

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

311: | | | | | |

 Dumps, stamp sand---|Not rated | |Not rated | |Not rated |

 | | | | | |

312: | | | | | |

 Pits----------------|Not rated | |Not rated | |Not rated |

 | | | | | |

313: | | | | | |

 Dumps, sawdust------|Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
Keweenaw County Area, Michigan 343

Table 11b.--Building Site Development

(The information in this table indicates the dominant soil condition but

 does not eliminate the need for onsite investigation. The numbers

 in the value columns range from 0.01 to 1.00. The larger the value,

 the greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further

 explanation of ratings in this table)

_________________________________________________________________________

 | |

 Map symbol | Local roads and streets | Shallow excavations

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

2: | | | |

 Lupton--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Subsidence |1.00 | Organic matter |1.00

 | Frost action |1.00 | content |

 | Ponding |1.00 | Ponding |1.00

 | | | Cutbanks cave |0.10

 | | | |

 Tawas---------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Subsidence |1.00 | Cutbanks cave |1.00

 | Frost action |1.00 | Ponding |1.00

 | Ponding |1.00 | Organic matter |1.00

 | | | content |

 | | | |

3: | | | |

 Dawson--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Subsidence |1.00 | Cutbanks cave |1.00

 | Frost action |1.00 | Ponding |1.00

 | Ponding |1.00 | Organic matter |1.00

 | | | content |

 | | | |

 Loxley--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Subsidence |1.00 | Organic matter |1.00

 | Frost action |1.00 | content |

 | Ponding |1.00 | Ponding |1.00

 | | | Cutbanks cave |0.10

 | | | |

6: | | | |

 Skandia-------------|Not rated | |Very limited |

 | Not rated; | | Depth to hard |1.00

 | Minerology class| | bedrock |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Subsidence |1.00 | Organic matter |1.00

 | Frost action |1.00 | content |

 | Ponding |1.00 | Ponding |1.00

 | | | Cutbanks cave |0.10

 | | | |

 Burt----------------|Very limited | |Very limited |

 | Depth to hard |1.00 | Depth to hard |1.00

 | bedrock | | bedrock |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | Frost action |0.50 | Cutbanks cave |0.10

 | | | |
344 Soil Survey of

Table 11b.--Building Site Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Local roads and streets | Shallow excavations

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

10: | | | |

 Cathro--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Subsidence |1.00 | Ponding |1.00

 | Frost action |1.00 | Organic matter |1.00

 | Ponding |1.00 | content |

 | | | Cutbanks cave |0.10

 | | | |

 Sabattis------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |1.00 | Ponding |1.00

 | Ponding |1.00 | Cutbanks cave |0.10

 | | | |

13: | | | |

 Tawas---------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Subsidence |1.00 | Cutbanks cave |1.00

 | Frost action |1.00 | Ponding |1.00

 | Ponding |1.00 | Organic matter |1.00

 | | | content |

 | | | |

 Deford--------------|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00

 | | | |

15B: | | | |

 Dawson--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Subsidence |1.00 | Cutbanks cave |1.00

 | Frost action |1.00 | Ponding |1.00

 | Ponding |1.00 | Organic matter |1.00

 | | | content |

 | | | |

 Croswell------------|Somewhat limited | |Very limited |

 | Depth to |0.19 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Cutbanks cave |1.00

 | | | |

20E: | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

21G: | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

 Arcadian------------|Very limited | |Very limited |

 | Depth to hard |1.00 | Depth to hard |1.00

 | bedrock | | bedrock |

 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |0.10

 | | | |
Keweenaw County Area, Michigan 345

Table 11b.--Building Site Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Local roads and streets | Shallow excavations

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

39A: | | | |

 Betsy Bay-----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00

 | | | Depth to hard |0.93

 | | | bedrock |

 | | | |

 Burt----------------|Very limited | |Very limited |

 | Depth to hard |1.00 | Depth to hard |1.00

 | bedrock | | bedrock |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | Frost action |0.50 | Cutbanks cave |0.10

 | | | |

 Deford--------------|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00

 | | | |

47A: | | | |

 Zeba----------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to hard |1.00

 | saturated zone | | bedrock |

 | Frost action |1.00 | Depth to |1.00

 | Depth to hard |0.71 | saturated zone |

 | bedrock | | Cutbanks cave |0.10

 | | | |

 Jacobsville---------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to hard |1.00

 | saturated zone | | bedrock |

 | Frost action |1.00 | Depth to |1.00

 | Ponding |1.00 | saturated zone |

 | Depth to hard |0.97 | Cutbanks cave |1.00

 | bedrock | | Ponding |1.00

 | | | |

51C: | | | |

 Arcadian------------|Very limited | |Very limited |

 | Depth to hard |1.00 | Depth to hard |1.00

 | bedrock | | bedrock |

 | Frost action |0.50 | Cutbanks cave |0.10

 | | | |

 Nipissing-----------|Somewhat limited | |Very limited |

 | Large stones |0.77 | Depth to hard |1.00

 | Frost action |0.50 | bedrock |

 | Depth to hard |0.01 | Large stones |0.77

 | bedrock | | Cutbanks cave |0.10

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

51E: | | | |

 Arcadian------------|Very limited | |Very limited |

 | Depth to hard |1.00 | Depth to hard |1.00

 | bedrock | | bedrock |

 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |0.10

 | | | |
346 Soil Survey of

Table 11b.--Building Site Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Local roads and streets | Shallow excavations

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

51E: | | | |

 Nipissing-----------|Very limited | |Very limited |

 | Slope |1.00 | Depth to hard |1.00

 | Large stones |0.77 | bedrock |

 | Frost action |0.50 | Slope |1.00

 | Depth to hard |0.01 | Large stones |0.77

 | bedrock | | Cutbanks cave |0.10

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

52C: | | | |

 Arcadian------------|Very limited | |Very limited |

 | Depth to hard |1.00 | Depth to hard |1.00

 | bedrock | | bedrock |

 | Frost action |0.50 | Cutbanks cave |0.10

 | | | |

 Dishno--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00

 | | | Depth to hard |0.96

 | | | bedrock |

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

52E: | | | |

 Arcadian------------|Very limited | |Very limited |

 | Depth to hard |1.00 | Depth to hard |1.00

 | bedrock | | bedrock |

 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |0.10

 | | | |

 Dishno--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |1.00 | Cutbanks cave |1.00

 | Frost action |0.50 | Slope |1.00

 | | | Depth to hard |0.96

 | | | bedrock |

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

53E: | | | |

 Arcadian------------|Very limited | |Very limited |

 | Depth to hard |1.00 | Depth to hard |1.00

 | bedrock | | bedrock |

 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |0.10

 | | | |

 Michigamme----------|Very limited | |Very limited |

 | Slope |1.00 | Depth to hard |1.00

 | Frost action |0.50 | bedrock |

 | Depth to hard |0.46 | Cutbanks cave |1.00

 | bedrock | | Slope |1.00

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |
Keweenaw County Area, Michigan 347

Table 11b.--Building Site Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Local roads and streets | Shallow excavations

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

53F: | | | |

 Arcadian------------|Very limited | |Very limited |

 | Depth to hard |1.00 | Depth to hard |1.00

 | bedrock | | bedrock |

 | Slope |1.00 | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |0.10

 | | | |

 Michigamme----------|Very limited | |Very limited |

 | Slope |1.00 | Depth to hard |1.00

 | Frost action |0.50 | bedrock |

 | Depth to hard |0.46 | Slope |1.00

 | bedrock | | Cutbanks cave |1.00

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

55B: | | | |

 Chocolay------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to hard |1.00

 | saturated zone | | bedrock |

 | Depth to hard |0.99 | Depth to |1.00

 | bedrock | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |0.10

 | | | |

100B: | | | |

 Waiska--------------|Not limited | |Very limited |

 | | | Cutbanks cave |1.00

 | | | |

100D: | | | |

 Waiska--------------|Somewhat limited | |Very limited |

 | Slope |0.63 | Cutbanks cave |1.00

 | | | Slope |0.63

 | | | |

102C: | | | |

 Waiska--------------|Not limited | |Very limited |

 | | | Cutbanks cave |1.00

 | | | |

 Garlic--------------|Not limited | |Very limited |

 | | | Cutbanks cave |1.00

 | | | |

102E: | | | |

 Waiska--------------|Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00

 | | | Slope |1.00

 | | | |

 Garlic--------------|Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00

 | | | Slope |1.00

 | | | |

102F: | | | |

 Waiska--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00

 | | | |

 Garlic--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00

 | | | |
348 Soil Survey of

Table 11b.--Building Site Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Local roads and streets | Shallow excavations

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

110B: | | | |

 Shelldrake----------|Not rated | |Very limited |

 | | | Cutbanks cave |1.00

 | | | |

 Croswell------------|Somewhat limited | |Very limited |

 | Depth to |0.19 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Cutbanks cave |1.00

 | | | |

111B: | | | |

 Deer Park-----------|Not limited | |Very limited |

 | | | Cutbanks cave |1.00

 | | | |

111D: | | | |

 Deer Park-----------|Somewhat limited | |Very limited |

 | Slope |0.63 | Cutbanks cave |1.00

 | | | Slope |0.63

 | | | |

111E: | | | |

 Deer Park-----------|Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00

 | | | Slope |1.00

 | | | |

111F: | | | |

 Deer Park-----------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00

 | | | |

112C: | | | |

 Deer Park-----------|Somewhat limited | |Very limited |

 | Slope |0.01 | Cutbanks cave |1.00

 | | | Slope |0.01

 | | | |

 Croswell------------|Somewhat limited | |Very limited |

 | Depth to |0.19 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Cutbanks cave |1.00

 | | | |

113C: | | | |

 Rubicon-------------|Somewhat limited | |Very limited |

 | Slope |0.01 | Cutbanks cave |1.00

 | | | Slope |0.01

 | | | |

 Croswell------------|Somewhat limited | |Very limited |

 | Depth to |0.19 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Cutbanks cave |1.00

 | | | |

120B: | | | |

 Garlic--------------|Not limited | |Very limited |

 | | | Cutbanks cave |1.00

 | | | |

120D: | | | |

 Garlic--------------|Somewhat limited | |Very limited |

 | Slope |0.63 | Cutbanks cave |1.00

 | | | Slope |0.63

 | | | |
Keweenaw County Area, Michigan 349

Table 11b.--Building Site Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Local roads and streets | Shallow excavations

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

120E: | | | |

 Garlic--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00

 | | | |

125A: | | | |

 Croswell------------|Somewhat limited | |Very limited |

 | Depth to |0.19 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Cutbanks cave |1.00

 | | | |

 Au Gres-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00

 | | | |

126B: | | | |

 Au Gres-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00

 | | | |

 Deford--------------|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00

 | | | |

 Croswell------------|Somewhat limited | |Very limited |

 | Depth to |0.19 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Cutbanks cave |1.00

 | | | |

127A: | | | |

 Au Gres-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00

 | | | |

 Kinross-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Cutbanks cave |1.00

 | Frost action |0.50 | Ponding |1.00

 | | | |

130C: | | | |

 Garlic--------------|Not limited | |Very limited |

 | | | Cutbanks cave |1.00

 | | | |

 Alcona--------------|Somewhat limited | |Very limited |

 | Frost action |0.50 | Cutbanks cave |1.00

 | | | |

130E: | | | |

 Garlic--------------|Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00

 | | | Slope |1.00

 | | | |

 Alcona--------------|Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00

 | Frost action |0.50 | Slope |1.00

 | | | |
350 Soil Survey of

Table 11b.--Building Site Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Local roads and streets | Shallow excavations

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

133C: | | | |

 Keweenaw------------|Not limited | |Very limited |

 | | | Cutbanks cave |1.00

 | | | |

 Garlic--------------|Not limited | |Very limited |

 | | | Cutbanks cave |1.00

 | | | |

133E: | | | |

 Keweenaw------------|Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00

 | | | Slope |1.00

 | | | |

 Garlic--------------|Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00

 | | | Slope |1.00

 | | | |

133F: | | | |

 Keweenaw------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00

 | | | |

 Garlic--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00

 | | | |

136B: | | | |

 Borgstrom-----------|Somewhat limited | |Very limited |

 | Depth to thin |1.00 | Depth to thin |1.00

 | cemented pan | | cemented pan |

 | Depth to |0.19 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Cutbanks cave |1.00

 | | | Dense layer |0.50

 | | | |

 Ingalls-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00

 | | | |

142C: | | | |

 Wallace-------------|Somewhat limited | |Very limited |

 | Depth to thick |0.97 | Depth to thick |1.00

 | cemented pan | | cemented pan |

 | Slope |0.01 | Cutbanks cave |1.00

 | | | Dense layer |0.50

 | | | Slope |0.01

 | | | |

 Rubicon-------------|Somewhat limited | |Very limited |

 | Slope |0.01 | Cutbanks cave |1.00

 | | | Slope |0.01

 | | | |

142F: | | | |

 Wallace-------------|Very limited | |Very limited |

 | Slope |1.00 | Depth to thick |1.00

 | Depth to thick |0.97 | cemented pan |

 | cemented pan | | Cutbanks cave |1.00

 | | | Slope |1.00

 | | | Dense layer |0.50

 | | | |
Keweenaw County Area, Michigan 351

Table 11b.--Building Site Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Local roads and streets | Shallow excavations

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

142F: | | | |

 Rubicon-------------|Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00

 | | | Slope |1.00

 | | | |

155C: | | | |

 Montreal------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to thick |1.00

 | saturated zone | | cemented pan |

 | Depth to thick |0.71 | Depth to |1.00

 | cemented pan | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00

 | Large stones |0.03 | Dense layer |0.50

 | | | Large stones |0.03

 | | | |

 Paavola-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to hard |1.00

 | saturated zone | | bedrock |

 | Depth to hard |0.84 | Depth to |1.00

 | bedrock | | saturated zone |

 | | | Cutbanks cave |1.00

 | | | Dense layer |0.50

 | | | |

 Waiska--------------|Not limited | |Very limited |

 | | | Cutbanks cave |1.00

 | | | |

155E: | | | |

 Montreal------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to thick |1.00

 | saturated zone | | cemented pan |

 | Slope |1.00 | Depth to |1.00

 | Depth to thick |0.71 | saturated zone |

 | cemented pan | | Cutbanks cave |1.00

 | Frost action |0.50 | Slope |1.00

 | Large stones |0.03 | Dense layer |0.50

 | | | |

 Paavola-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |1.00 | Cutbanks cave |1.00

 | | | Slope |1.00

 | | | Depth to thin |0.84

 | | | cemented pan |

 | | | Dense layer |0.50

 | | | |

 Waiska--------------|Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00

 | | | Slope |1.00

 | | | |

158A: | | | |

 Arnheim-------------|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |1.00 | Cutbanks cave |1.00

 | Flooding |1.00 | Flooding |0.80

 | | | |
352 Soil Survey of

Table 11b.--Building Site Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Local roads and streets | Shallow excavations

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

158A: | | | |

 Sturgeon------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |1.00 | Cutbanks cave |1.00

 | Flooding |1.00 | Flooding |0.60

 | | | |

 Pelkie--------------|Very limited | |Very limited |

 | Flooding |1.00 | Depth to |1.00

 | Depth to |0.19 | saturated zone |

 | saturated zone | | Cutbanks cave |1.00

 | | | Flooding |0.60

 | | | |

161F: | | | |

 Trimountain---------|Very limited | |Very limited |

 | Slope |1.00 | Depth to thick |1.00

 | Depth to thick |1.00 | cemented pan |

 | cemented pan | | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |1.00

 | | | Dense layer |0.50

 | | | |

 Lac La Belle--------|Very limited | |Very limited |

 | Slope |1.00 | Depth to thick |1.00

 | Depth to thick |0.06 | cemented pan |

 | cemented pan | | Slope |1.00

 | | | Cutbanks cave |1.00

 | | | Dense layer |0.50

 | | | |

 Waiska--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00

 | | | |

162F: | | | |

 Trimountain---------|Very limited | |Very limited |

 | Slope |1.00 | Depth to thick |1.00

 | Depth to thick |1.00 | cemented pan |

 | cemented pan | | Slope |1.00

 | Frost action |0.50 | Cutbanks cave |1.00

 | | | Dense layer |0.50

 | | | |

 Lac La Belle--------|Very limited | |Very limited |

 | Slope |1.00 | Depth to thick |1.00

 | Depth to thick |0.06 | cemented pan |

 | cemented pan | | Slope |1.00

 | | | Cutbanks cave |1.00

 | | | Dense layer |0.50

 | | | |

 Michigamme----------|Very limited | |Very limited |

 | Slope |1.00 | Depth to hard |1.00

 | Frost action |0.50 | bedrock |

 | Depth to hard |0.46 | Slope |1.00

 | bedrock | | Cutbanks cave |1.00

 | | | |
Keweenaw County Area, Michigan 353

Table 11b.--Building Site Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Local roads and streets | Shallow excavations

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

166B: | | | |

 Gratiot-------------|Very limited | |Very limited |

 | Depth to thin |1.00 | Depth to thin |1.00

 | cemented pan | | cemented pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |1.00 | Dense layer |0.50

 | Large stones |0.01 | Cutbanks cave |0.10

 | | | Large stones |0.01

 | | | |

 Sabattis------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |1.00 | Ponding |1.00

 | Ponding |1.00 | Cutbanks cave |0.10

 | | | |

173C: | | | |

 Montreal------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to thick |1.00

 | saturated zone | | cemented pan |

 | Depth to thick |0.71 | Depth to |1.00

 | cemented pan | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00

 | Large stones |0.03 | Dense layer |0.50

 | | | Large stones |0.03

 | | | |

 Paavola-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Cutbanks cave |1.00

 | | | Depth to thin |0.84

 | | | cemented pan |

 | | | Dense layer |0.50

 | | | |

 Dishno--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00

 | | | Depth to hard |0.96

 | | | bedrock |

 | | | |

173E: | | | |

 Montreal------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to thick |1.00

 | saturated zone | | cemented pan |

 | Slope |1.00 | Depth to |1.00

 | Depth to thick |0.71 | saturated zone |

 | cemented pan | | Cutbanks cave |1.00

 | Frost action |0.50 | Slope |1.00

 | Large stones |0.03 | Dense layer |0.50

 | | | |

 Paavola-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to hard |1.00

 | saturated zone | | bedrock |

 | Slope |1.00 | Depth to |1.00

 | Depth to hard |0.84 | saturated zone |

 | bedrock | | Cutbanks cave |1.00

 | | | Slope |1.00

 | | | Dense layer |0.50

 | | | |
354 Soil Survey of

Table 11b.--Building Site Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Local roads and streets | Shallow excavations

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

173E: | | | |

 Dishno--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |1.00 | Cutbanks cave |1.00

 | Frost action |0.50 | Slope |1.00

 | | | Depth to hard |0.96

 | | | bedrock |

 | | | |

174B: | | | |

 Montreal------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to thick |1.00

 | saturated zone | | cemented pan |

 | Depth to thick |0.71 | Depth to |1.00

 | cemented pan | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00

 | Large stones |0.03 | Dense layer |0.50

 | | | Large stones |0.03

 | | | |

 Dishno--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00

 | | | Depth to hard |0.96

 | | | bedrock |

 | | | |

 Gratiot-------------|Very limited | |Very limited |

 | Depth to thin |1.00 | Depth to thin |1.00

 | cemented pan | | cemented pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |1.00 | Dense layer |0.50

 | Large stones |0.01 | Cutbanks cave |0.10

 | | | Large stones |0.01

 | | | |

177A: | | | |

 Assinins------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |1.00 | Cutbanks cave |1.00

 | | | |

183C: | | | |

 Munising------------|Very limited | |Very limited |

 | Depth to thin |1.00 | Depth to thin |1.00

 | cemented pan | | cemented pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00

 | | | Dense layer |0.50

 | | | |

 Abbaye--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to hard |1.00

 | saturated zone | | bedrock |

 | Frost action |0.50 | Depth to |1.00

 | Depth to hard |0.46 | saturated zone |

 | bedrock | | Cutbanks cave |1.00

 | | | |
Keweenaw County Area, Michigan 355

Table 11b.--Building Site Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Local roads and streets | Shallow excavations

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

183C: | | | |

 Yalmer--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to thick |1.00

 | saturated zone | | cemented pan |

 | Depth to thick |0.65 | Depth to |1.00

 | cemented pan | | saturated zone |

 | | | Cutbanks cave |1.00

 | | | Dense layer |0.50

 | | | |

183E: | | | |

 Munising------------|Very limited | |Very limited |

 | Depth to thin |1.00 | Depth to thin |1.00

 | cemented pan | | cemented pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |1.00 | Cutbanks cave |1.00

 | Frost action |0.50 | Slope |1.00

 | | | Dense layer |0.50

 | | | |

 Abbaye--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to hard |1.00

 | saturated zone | | bedrock |

 | Slope |1.00 | Depth to |1.00

 | Frost action |0.50 | saturated zone |

 | Depth to hard |0.46 | Cutbanks cave |1.00

 | bedrock | | Slope |1.00

 | | | |

 Yalmer--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to thick |1.00

 | saturated zone | | cemented pan |

 | Slope |1.00 | Depth to |1.00

 | Depth to thick |0.65 | saturated zone |

 | cemented pan | | Cutbanks cave |1.00

 | | | Slope |1.00

 | | | Dense layer |0.50

 | | | |

184C: | | | |

 Munising------------|Very limited | |Very limited |

 | Depth to thin |1.00 | Depth to thin |1.00

 | cemented pan | | cemented pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00

 | | | Dense layer |0.50

 | | | |

 Yalmer--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to thick |1.00

 | saturated zone | | cemented pan |

 | Depth to thick |0.65 | Depth to |1.00

 | cemented pan | | saturated zone |

 | | | Cutbanks cave |1.00

 | | | Dense layer |0.50

 | | | |
356 Soil Survey of

Table 11b.--Building Site Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Local roads and streets | Shallow excavations

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

184E: | | | |

 Munising------------|Very limited | |Very limited |

 | Depth to thin |1.00 | Depth to thin |1.00

 | cemented pan | | cemented pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |1.00 | Cutbanks cave |1.00

 | Frost action |0.50 | Slope |1.00

 | | | Dense layer |0.50

 | | | |

 Yalmer--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to thick |1.00

 | saturated zone | | cemented pan |

 | Slope |1.00 | Depth to |1.00

 | Depth to thick |0.65 | saturated zone |

 | cemented pan | | Cutbanks cave |1.00

 | | | Slope |1.00

 | | | Dense layer |0.50

 | | | |

185B: | | | |

 Munising------------|Very limited | |Very limited |

 | Depth to thin |1.00 | Depth to thin |1.00

 | cemented pan | | cemented pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00

 | | | Dense layer |0.50

 | | | |

 Skanee--------------|Very limited | |Very limited |

 | Depth to thick |1.00 | Depth to thick |1.00

 | cemented pan | | cemented pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |1.00 | Dense layer |0.50

 | | | Cutbanks cave |0.10

 | | | |

185C: | | | |

 Munising------------|Very limited | |Very limited |

 | Depth to thin |1.00 | Depth to thin |1.00

 | cemented pan | | cemented pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |0.50 | Cutbanks cave |1.00

 | Slope |0.16 | Dense layer |0.50

 | | | Slope |0.16

 | | | |

 Skanee--------------|Very limited | |Very limited |

 | Depth to thick |1.00 | Depth to thick |1.00

 | cemented pan | | cemented pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |1.00 | Dense layer |0.50

 | | | Cutbanks cave |0.10

 | | | |
Keweenaw County Area, Michigan 357

Table 11b.--Building Site Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Local roads and streets | Shallow excavations

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

187A: | | | |

 Skanee--------------|Very limited | |Very limited |

 | Depth to thick |1.00 | Depth to thick |1.00

 | cemented pan | | cemented pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |1.00 | Dense layer |0.50

 | | | Cutbanks cave |0.10

 | | | |

 Gay-----------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |1.00 | Ponding |1.00

 | Ponding |1.00 | Cutbanks cave |0.10

 | | | |

192B: | | | |

 Nipissing-----------|Somewhat limited | |Very limited |

 | Large stones |0.77 | Depth to hard |1.00

 | Frost action |0.50 | bedrock |

 | Depth to hard |0.01 | Large stones |0.77

 | bedrock | | Cutbanks cave |0.10

 | | | |

 Arcadian------------|Very limited | |Very limited |

 | Depth to hard |1.00 | Depth to hard |1.00

 | bedrock | | bedrock |

 | Frost action |0.50 | Cutbanks cave |0.10

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

194B: | | | |

 Copper Harbor-------|Somewhat limited | |Very limited |

 | Depth to |0.19 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Cutbanks cave |1.00

 | | | |

195B: | | | |

 Copper Harbor-------|Somewhat limited | |Very limited |

 | Depth to |0.19 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Cutbanks cave |1.00

 | | | |

 Bete Grise----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Cutbanks cave |1.00

 | | | |

196B: | | | |

 Bete Grise----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Cutbanks cave |1.00

 | | | |

 Tawas---------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Subsidence |1.00 | Cutbanks cave |1.00

 | Frost action |1.00 | Ponding |1.00

 | Ponding |1.00 | Organic matter |1.00

 | | | content |

 | | | |
358 Soil Survey of

Table 11b.--Building Site Development--Continued

_________________________________________________________________________

 | |

 Map symbol | Local roads and streets | Shallow excavations

 and soil name | |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

301: | | | |

 Udorthents----------|Not limited | |Somewhat limited |

 | | | Cutbanks cave |0.10

 | | | |

 Udipsamments--------|Not limited | |Very limited |

 | | | Cutbanks cave |1.00

 | | | |

302: | | | |

 Histosols-----------|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Subsidence |1.00 | Organic matter |1.00

 | Frost action |1.00 | content |

 | | | |

 Aquents-------------|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |1.00 | |

 | | | |

303: | | | |

 Aquents-------------|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Frost action |1.00 | |

 | | | |

 Dumps, stamp sand---|Not rated | |Not rated |

 | | | |

310: | | | |

 Dumps, mine---------|Not rated | |Not rated |

 | | | |

311: | | | |

 Dumps, stamp sand---|Not rated | |Not rated |

 | | | |

312: | | | |

 Pits----------------|Not rated | |Not rated |

 | | | |

313: | | | |

 Dumps, sawdust------|Not rated | |Not rated |

 | | | |

W: | | | |

 Water---------------|Not rated | |Not rated |

 | | | | _________________________________________________________________________
Keweenaw County Area, Michigan 359

Table 12a.--Sanitary Facilities

(The information in this table indicates the dominant soil condition but

 does not eliminate the need for onsite investigation. The numbers in

 the value columns range from 0.01 to 1.00. The larger the value, the

 greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further

 explanation of ratings in this table)

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

2: | | | |

 Lupton--------------|Very limited | |Very limited |

 | Depth to |1.00 | Organic matter |1.00

 | saturated zone | | content |

 | Subsidence |1.00 | Depth to |1.00

 | Seepage |1.00 | saturated zone |

 | Ponding |1.00 | Seepage |1.00

 | | | Ponding |1.00

 | | | |

 Tawas---------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Seepage |1.00 | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | | | Organic matter |1.00

 | | | content |

 | | | |

3: | | | |

 Dawson--------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Subsidence |1.00 | saturated zone |

 | Seepage |1.00 | Ponding |1.00

 | Ponding |1.00 | Organic matter |1.00

 | | | content |

 | | | |

 Loxley--------------|Very limited | |Very limited |

 | Depth to |1.00 | Organic matter |1.00

 | saturated zone | | content |

 | Subsidence |1.00 | Depth to |1.00

 | Seepage |1.00 | saturated zone |

 | Ponding |1.00 | Seepage |1.00

 | | | Ponding |1.00

 | | | |

6: | | | |

 Skandia-------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Depth to |1.00 | bedrock |

 | saturated zone | | Organic matter |1.00

 | Seepage |1.00 | content |

 | Ponding |1.00 | Depth to |1.00

 | | | saturated zone |

 | | | Seepage |1.00

 | | | Ponding |1.00

 | | | |
360 Soil Survey of

Table 12a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

6: | | | |

 Burt----------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Depth to |1.00 | bedrock |

 | saturated zone | | Seepage |1.00

 | Ponding |1.00 | Depth to |1.00

 | | | saturated zone |

 | | | Ponding |1.00

 | | | Organic matter |1.00

 | | | content |

 | | | |

10: | | | |

 Cathro--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Seepage |1.00

 | Slow water |0.46 | Ponding |1.00

 | movement | | Organic matter |1.00

 | | | content |

 | | | |

 Sabattis------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | Slow water |0.72 | Organic matter |1.00

 | movement | | content |

 | | | Seepage |0.53

 | | | |

13: | | | |

 Tawas---------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Seepage |1.00 | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | | | Organic matter |1.00

 | | | content |

 | | | |

 Deford--------------|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Organic matter |1.00

 | Seepage |1.00 | content |

 | | | |

15B: | | | |

 Dawson--------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Subsidence |1.00 | saturated zone |

 | Seepage |1.00 | Ponding |1.00

 | Ponding |1.00 | Organic matter |1.00

 | | | content |

 | | | |

 Croswell------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Slope |0.08

 | Seepage |1.00 | |

 | | | |
Keweenaw County Area, Michigan 361

Table 12a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

20E: | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

21G: | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

 Arcadian------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Slope |1.00 | bedrock |

 | | | Slope |1.00

 | | | |

39A: | | | |

 Betsy Bay-----------|Very limited | |Very limited |

 | Slow water |1.00 | Seepage |1.00

 | movement | | Depth to |1.00

 | Depth to |1.00 | saturated zone |

 | saturated zone | | Depth to hard |0.93

 | Depth to bedrock |0.98 | bedrock |

 | | | |

 Burt----------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Depth to |1.00 | bedrock |

 | saturated zone | | Seepage |1.00

 | Ponding |1.00 | Depth to |1.00

 | | | saturated zone |

 | | | Ponding |1.00

 | | | Organic matter |1.00

 | | | content |

 | | | |

 Deford--------------|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Organic matter |1.00

 | Seepage |1.00 | content |

 | | | |

47A: | | | |

 Zeba----------------|Very limited | |Very limited |

 | Slow water |1.00 | Depth to hard |1.00

 | movement | | bedrock |

 | Depth to bedrock |1.00 | Depth to |1.00

 | Depth to |1.00 | saturated zone |

 | saturated zone | | Seepage |0.53

 | | | |

 Jacobsville---------|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

 | Ponding |1.00 | saturated zone |

 | | | Ponding |1.00

 | | | Organic matter |1.00

 | | | content |

 | | | Seepage |0.53

 | | | |

51C: | | | |

 Arcadian------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | | | bedrock |

 | | | Slope |1.00

 | | | |
362 Soil Survey of

Table 12a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

51C: | | | |

 Nipissing-----------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Filtering |1.00 | bedrock |

 | capacity | | Seepage |1.00

 | Large stones |0.77 | Slope |1.00

 | | | Large stones |1.00

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

51E: | | | |

 Arcadian------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Slope |1.00 | bedrock |

 | | | Slope |1.00

 | | | |

 Nipissing-----------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Filtering |1.00 | bedrock |

 | capacity | | Slope |1.00

 | Slope |1.00 | Seepage |1.00

 | Large stones |0.77 | Large stones |1.00

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

52C: | | | |

 Arcadian------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | | | bedrock |

 | | | Slope |1.00

 | | | |

 Dishno--------------|Very limited | |Very limited |

 | Slow water |1.00 | Seepage |1.00

 | movement | | Depth to |1.00

 | Depth to |1.00 | saturated zone |

 | saturated zone | | Slope |1.00

 | Depth to bedrock |0.99 | Depth to hard |0.96

 | | | bedrock |

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

52E: | | | |

 Arcadian------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Slope |1.00 | bedrock |

 | | | Slope |1.00

 | | | |

 Dishno--------------|Very limited | |Very limited |

 | Slow water |1.00 | Slope |1.00

 | movement | | Seepage |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |1.00 | Depth to hard |0.96

 | Depth to bedrock |0.99 | bedrock |

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |
Keweenaw County Area, Michigan 363

Table 12a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

53E: | | | |

 Arcadian------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Slope |1.00 | bedrock |

 | | | Slope |1.00

 | | | |

 Michigamme----------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Slope |1.00 | bedrock |

 | Slow water |0.46 | Slope |1.00

 | movement | | Seepage |0.53

 | | | Large stones |0.36

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

53F: | | | |

 Arcadian------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Slope |1.00 | bedrock |

 | | | Slope |1.00

 | | | |

 Michigamme----------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Slope |1.00 | bedrock |

 | Slow water |0.46 | Slope |1.00

 | movement | | Seepage |0.53

 | | | Large stones |0.36

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

55B: | | | |

 Chocolay------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Depth to |1.00 | bedrock |

 | saturated zone | | Seepage |1.00

 | | | Depth to |1.00

 | | | saturated zone |

 | | | Slope |0.68

 | | | |

100B: | | | |

 Waiska--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | Seepage |1.00 | |

 | | | |

100D: | | | |

 Waiska--------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Seepage |1.00 | |

 | Slope |0.63 | |

 | | | |

102C: | | | |

 Waiska--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | | | |
364 Soil Survey of

Table 12a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

102C: | | | |

 Garlic--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | | | |

102E: | | | |

 Waiska--------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Seepage |1.00 | |

 | Slope |1.00 | |

 | | | |

 Garlic--------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Seepage |1.00 | |

 | Slope |1.00 | |

 | | | |

102F: | | | |

 Waiska--------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | | | |

 Garlic--------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | | | |

110B: | | | |

 Shelldrake----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.68

 | Seepage |1.00 | |

 | | | |

 Croswell------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Slope |0.32

 | Seepage |1.00 | |

 | | | |

111B: | | | |

 Deer Park-----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | Seepage |1.00 | |

 | | | |

111D: | | | |

 Deer Park-----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.63 | |

 | | | |
Keweenaw County Area, Michigan 365

Table 12a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

111E: | | | |

 Deer Park-----------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Seepage |1.00 | |

 | Slope |1.00 | |

 | | | |

111F: | | | |

 Deer Park-----------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | | | |

112C: | | | |

 Deer Park-----------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.01 | |

 | | | |

 Croswell------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Slope |0.32

 | Seepage |1.00 | |

 | | | |

113C: | | | |

 Rubicon-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.01 | |

 | | | |

 Croswell------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Slope |0.32

 | Seepage |1.00 | |

 | | | |

120B: | | | |

 Garlic--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.32

 | Seepage |1.00 | |

 | | | |

120D: | | | |

 Garlic--------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Seepage |1.00 | |

 | Slope |0.63 | |

 | | | |
366 Soil Survey of

Table 12a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

120E: | | | |

 Garlic--------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | | | |

125A: | | | |

 Croswell------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

 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 | | Slope |0.08

 | Seepage |1.00 | |

 | | | |

126B: | | | |

 Au Gres-------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

 Deford--------------|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Organic matter |1.00

 | Seepage |1.00 | content |

 | | | |

 Croswell------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Slope |0.68

 | Seepage |1.00 | |

 | | | |

127A: | | | |

 Au Gres-------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

 Kinross-------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Ponding |1.00

 | Seepage |1.00 | Organic matter |1.00

 | Ponding |1.00 | content |

 | | | |
Keweenaw County Area, Michigan 367

Table 12a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

130C: | | | |

 Garlic--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | | | |

 Alcona--------------|Somewhat limited | |Very limited |

 | Slow water |0.46 | Slope |1.00

 | movement | | Seepage |0.53

 | | | |

130E: | | | |

 Garlic--------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Seepage |1.00 | |

 | Slope |1.00 | |

 | | | |

 Alcona--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Slow water |0.46 | Seepage |0.53

 | movement | | |

 | | | |

133C: | | | |

 Keweenaw------------|Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00

 | | | Slope |1.00

 | | | |

 Garlic--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | | | |

133E: | | | |

 Keweenaw------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00

 | | | |

 Garlic--------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Seepage |1.00 | |

 | Slope |1.00 | |

 | | | |

133F: | | | |

 Keweenaw------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00

 | | | |

 Garlic--------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | | | |
368 Soil Survey of

Table 12a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

136B: | | | |

 Borgstrom-----------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Seepage |1.00 | saturated zone |

 | | | Slope |0.32

 | | | |

 Ingalls-------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Slow water |1.00 | saturated zone |

 | movement | | |

 | | | |

142C: | | | |

 Wallace-------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Seepage |1.00 | Seepage |1.00

 | Slope |0.01 | Slope |1.00

 | | | |

 Rubicon-------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | Slope |0.01 | |

 | | | |

142F: | | | |

 Wallace-------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Seepage |1.00 | Slope |1.00

 | Slope |1.00 | Seepage |1.00

 | | | |

 Rubicon-------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Seepage |1.00 | |

 | Slope |1.00 | |

 | | | |

155C: | | | |

 Montreal------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00

 | Large stones |0.03 | Slope |1.00

 | | | Large stones |0.23

 | | | |

 Paavola-------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Depth to |1.00 | bedrock |

 | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Depth to |1.00

 | | | saturated zone |

 | | | Slope |1.00

 | | | |
Keweenaw County Area, Michigan 369

Table 12a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

155C: | | | |

 Waiska--------------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |1.00

 | Seepage |1.00 | |

 | | | |

155E: | | | |

 Montreal------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Depth to |1.00

 | Slope |1.00 | saturated zone |

 | Seepage |1.00 | Seepage |1.00

 | Large stones |0.03 | Large stones |0.23

 | | | |

 Paavola-------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Seepage |1.00

 | Slope |1.00 | Depth to |1.00

 | | | saturated zone |

 | | | |

 Waiska--------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Seepage |1.00 | |

 | Slope |1.00 | |

 | | | |

158A: | | | |

 Arnheim-------------|Very limited | |Very limited |

 | Flooding |1.00 | Ponding |1.00

 | Ponding |1.00 | Flooding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Seepage |1.00 | saturated zone |

 | Slow water |0.46 | |

 | movement | | |

 | | | |

 Sturgeon------------|Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Seepage |1.00 | saturated zone |

 | Slow water |0.46 | |

 | movement | | |

 | | | |

 Pelkie--------------|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 | | Slope |0.08

 | Seepage |1.00 | |

 | | | |
370 Soil Survey of

Table 12a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

161F: | | | |

 Trimountain---------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00

 | | | |

 Lac La Belle--------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | Large stones |0.01

 | Seepage |1.00 | |

 | | | |

 Waiska--------------|Very limited | |Very limited |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | |

 | Seepage |1.00 | |

 | | | |

162F: | | | |

 Trimountain---------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00

 | | | |

 Lac La Belle--------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Filtering |1.00 | Slope |1.00

 | capacity | | Seepage |1.00

 | Slope |1.00 | Large stones |0.01

 | Seepage |1.00 | |

 | | | |

 Michigamme----------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Slope |1.00 | bedrock |

 | Slow water |0.46 | Slope |1.00

 | movement | | Seepage |0.53

 | | | Large stones |0.36

 | | | |

166B: | | | |

 Gratiot-------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00

 | Large stones |0.01 | Large stones |0.30

 | | | Slope |0.08

 | | | |

 Sabattis------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | Slow water |0.72 | Organic matter |1.00

 | movement | | content |

 | | | Seepage |0.53

 | | | |
Keweenaw County Area, Michigan 371

Table 12a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

173C: | | | |

 Montreal------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00

 | Large stones |0.03 | Slope |1.00

 | | | Large stones |0.23

 | | | |

 Paavola-------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | | | saturated zone |

 | | | Slope |1.00

 | | | |

 Dishno--------------|Very limited | |Very limited |

 | Slow water |1.00 | Seepage |1.00

 | movement | | Depth to |1.00

 | Depth to |1.00 | saturated zone |

 | saturated zone | | Slope |1.00

 | Depth to bedrock |0.99 | Depth to hard |0.96

 | | | bedrock |

 | | | |

173E: | | | |

 Montreal------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Depth to |1.00

 | Slope |1.00 | saturated zone |

 | Seepage |1.00 | Seepage |1.00

 | Large stones |0.03 | Large stones |0.23

 | content | | content |

 | | | |

 Paavola-------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Depth to |1.00 | bedrock |

 | saturated zone | | Slope |1.00

 | Seepage |1.00 | Seepage |1.00

 | Slope |1.00 | Depth to |1.00

 | | | saturated zone |

 | | | |

 Dishno--------------|Very limited | |Very limited |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Seepage |1.00

 | Slope |1.00 | Depth to |1.00

 | Depth to bedrock |0.99 | saturated zone |

 | Slow water |0.46 | Depth to hard |0.96

 | movement | | bedrock |

 | | | |
372 Soil Survey of

Table 12a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

174B: | | | |

 Montreal------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00

 | Large stones |0.03 | Slope |0.92

 | | | Large stones |0.23

 | | | |

 Dishno--------------|Very limited | |Very limited |

 | Slow water |1.00 | Seepage |1.00

 | movement | | Depth to |1.00

 | Depth to |1.00 | saturated zone |

 | saturated zone | | Depth to hard |0.96

 | Depth to bedrock |0.99 | bedrock |

 | | | Slope |0.92

 | | | |

 Gratiot-------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00

 | Large stones |0.01 | Large stones |0.30

 | | | |

177A: | | | |

 Assinins------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Slow water |0.72 | saturated zone |

 | movement | | |

 | | | |

183C: | | | |

 Munising------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Slope |1.00

 | | | Seepage |0.53

 | | | |

 Abbaye--------------|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

 | Slow water |0.72 | saturated zone |

 | movement | | Slope |1.00

 | | | Seepage |0.53

 | | | |

 Yalmer--------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Slope |1.00

 | | | |
Keweenaw County Area, Michigan 373

Table 12a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

183E: | | | |

 Munising------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Depth to |1.00

 | Slope |1.00 | saturated zone |

 | | | Seepage |0.53

 | | | |

 Abbaye--------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Depth to |1.00 | bedrock |

 | saturated zone | | Slope |1.00

 | Slope |1.00 | Depth to |1.00

 | Slow water |0.72 | saturated zone |

 | movement | | Seepage |0.53

 | | | |

 Yalmer--------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Seepage |1.00

 | Filtering |1.00 | Depth to |1.00

 | capacity | | saturated zone |

 | Slope |1.00 | |

 | | | |

184C: | | | |

 Munising------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Slope |1.00

 | | | Seepage |0.53

 | | | |

 Yalmer--------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Slope |1.00

 | | | |

184E: | | | |

 Munising------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Depth to |1.00

 | Slope |1.00 | saturated zone |

 | | | Seepage |0.53

 | | | |

 Yalmer--------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Depth to |1.00 | Slope |1.00

 | saturated zone | | Seepage |1.00

 | Filtering |1.00 | Depth to |1.00

 | capacity | | saturated zone |

 | Slope |1.00 | |

 | | | |
374 Soil Survey of

Table 12a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

185B: | | | |

 Munising------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Seepage |0.53

 | | | Slope |0.32

 | | | |

 Skanee--------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Seepage |0.53

 | | | Slope |0.08

 | | | |

185C: | | | |

 Munising------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |0.16 | Slope |1.00

 | | | Seepage |0.53

 | | | |

 Skanee--------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Slope |0.68

 | | | Seepage |0.53

 | | | |

187A: | | | |

 Skanee--------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to cemented|1.00

 | pan | | pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Seepage |0.53

 | | | Slope |0.08

 | | | |

 Gay-----------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | Slow water |0.46 | Organic matter |1.00

 | movement | | content |

 | | | Seepage |0.53

 | | | |

192B: | | | |

 Nipissing-----------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | Filtering |1.00 | bedrock |

 | capacity | | Seepage |1.00

 | Large stones |0.77 | Large stones |1.00

 | | | Slope |0.32

 | | | |
Keweenaw County Area, Michigan 375

Table 12a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

192B: | | | |

 Arcadian------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to hard |1.00

 | | | bedrock |

 | | | Slope |0.32

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

194B: | | | |

 Copper Harbor-------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Slope |0.08

 | Seepage |1.00 | |

 | | | |

195B: | | | |

 Copper Harbor-------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | Slope |0.08

 | Seepage |1.00 | |

 | | | |

 Bete Grise----------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

196B: | | | |

 Bete Grise----------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Filtering |1.00 | saturated zone |

 | capacity | | |

 | Seepage |1.00 | |

 | | | |

 Tawas---------------|Very limited | |Very limited |

 | Depth to |1.00 | Seepage |1.00

 | saturated zone | | Depth to |1.00

 | Seepage |1.00 | saturated zone |

 | Ponding |1.00 | Ponding |1.00

 | | | Organic matter |1.00

 | | | content |

 | | | |

301: | | | |

 Udorthents----------|Somewhat limited | |Somewhat limited |

 | Slow water |1.00 | Slope |0.92

 | movement | | Seepage |0.01

 | | | |

 Udipsamments--------|Very limited | |Very limited |

 | Filtering |1.00 | Seepage |1.00

 | capacity | | Slope |0.92

 | Seepage |1.00 | |

 | | | |
376 Soil Survey of

Table 12a.--Sanitary Facilities--Continued

_________________________________________________________________________

 | |

 Map symbol | Septic tank | Sewage lagoons

 and soil name | absorption fields |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

302: | | | |

 Histosols-----------|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Organic matter |1.00

 | saturated zone | | content |

 | Subsidence |1.00 | Depth to |1.00

 | | | saturated zone |

 | | | Seepage |1.00

 | | | |

 Aquents-------------|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slow water |1.00 | |

 | movement | | |

 | | | |

303: | | | |

 Aquents-------------|Very limited | |Very limited |

 | Ponding |1.00 | Ponding |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slow water |1.00 | |

 | movement | | |

 | | | |

 Dumps, stamp sand---|Not rated | |Not rated |

 | | | |

310: | | | |

 Dumps, mine---------|Not rated | |Not rated |

 | | | |

311: | | | |

 Dumps, stamp sand---|Not rated | |Not rated |

 | | | |

312: | | | |

 Pits----------------|Not rated | |Not rated |

 | | | |

313: | | | |

 Dumps, sawdust------|Not rated | |Not rated |

 | | | |

W: | | | |

 Water---------------|Not rated | |Not rated |

 | | | | _________________________________________________________________________
Keweenaw County Area, Michigan 377

Table 12b.--Sanitary Facilities

(The information in this table indicates the dominant soil condition but does not eliminate the

 need for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The

 larger the value, the greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further explanation of ratings in this

 table)

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

2: | | | | | |

 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 |

 | Organic matter |1.00 | Seepage |1.00 | Organic matter |1.00

 | content | | Ponding |1.00 | content |

 | Seepage |1.00 | | | Ponding |1.00

 | Ponding |1.00 | | | Seepage |0.16

 | | | | | |

 Tawas---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Ponding |1.00 | Seepage |1.00

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

3: | | | | | |

 Dawson--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Ponding |1.00 | Seepage |1.00

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

 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 |

 | Organic matter |1.00 | Seepage |1.00 | Organic matter |1.00

 | content | | Ponding |1.00 | content |

 | Too acid |1.00 | | | Ponding |1.00

 | Seepage |1.00 | | | Seepage |0.22

 | Ponding |1.00 | | | |

 | | | | | |

6: | | | | | |

 Skandia-------------|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 |

 | Organic matter |1.00 | Seepage |1.00 | Organic matter |1.00

 | content | | Ponding |1.00 | content |

 | Seepage |1.00 | | | |

 | | | | | |

 Burt----------------|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 |

 | Too sandy |1.00 | Ponding |1.00 | Too sandy |1.00

 | Ponding |1.00 | | | Seepage |1.00

 | | | | | Ponding |1.00

 | | | | | |
378 Soil Survey of

Table 12b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

10: | | | | | |

 Cathro--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Seepage |1.00 | Ponding |1.00

 | | | Ponding |1.00 | |

 | | | | | |

 Sabattis------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

13: | | | | | |

 Tawas---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Ponding |1.00 | Seepage |1.00

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

 Deford--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00 | Depth to |1.00

 | Ponding |1.00 | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

15B: | | | | | |

 Dawson--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Ponding |1.00 | Seepage |1.00

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

 Croswell------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.86

 | Too sandy |1.00 | | | saturated zone |

 | | | | | |

20E: | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

21G: | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Slope |1.00

 | | | | | Gravel content |0.65

 | | | | | |

39A: | | | | | |

 Betsy Bay-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to bedrock |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Depth to bedrock |0.94 | Seepage |1.00

 | | | | | Depth to bedrock |0.94

 | | | | | |
Keweenaw County Area, Michigan 379

Table 12b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

39A: | | | | | |

 Burt----------------|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 |

 | Too sandy |1.00 | Ponding |1.00 | Too sandy |1.00

 | Ponding |1.00 | | | Seepage |1.00

 | | | | | Ponding |1.00

 | | | | | |

 Deford--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00 | Depth to |1.00

 | Ponding |1.00 | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

47A: | | | | | |

 Zeba----------------|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 |

 | | | | | |

 Jacobsville---------|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 |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

51C: | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | | Gravel content |0.65

 | | | | | |

 Nipissing-----------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |1.00

 | Large stones |0.77 | Depth to bedrock |1.00 | Seepage |1.00

 | | | | | Large stones |0.77

 | | | | | Gravel content |0.22

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

51E: | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Gravel content |0.65

 | | | | | |

 Nipissing-----------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |1.00

 | Slope |1.00 | Depth to bedrock |1.00 | Seepage |1.00

 | Large stones |0.77 | Slope |1.00 | Slope |1.00

 | | | | | Large stones |0.77

 | | | | | Gravel content |0.22

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

52C: | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | | Gravel content |0.65

 | | | | | |
380 Soil Survey of

Table 12b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

52C: | | | | | |

 Dishno--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |0.96

 | | | Depth to bedrock |0.96 | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

52E: | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Gravel content |0.65

 | | | | | |

 Dishno--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to bedrock |1.00 | Seepage |1.00 | Slope |1.00

 | Slope |1.00 | Slope |1.00 | Depth to bedrock |0.96

 | | | Depth to bedrock |0.96 | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

53E: | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | Gravel content |0.65

 | | | | | |

 Michigamme----------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

53F: | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Slope |1.00

 | | | | | Gravel content |0.65

 | | | | | |

 Michigamme----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Slope |1.00

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

55B: | | | | | |

 Chocolay------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to bedrock |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Depth to bedrock |1.00 | Seepage |1.00 | saturated zone |

 | | | Depth to bedrock |1.00 | Gravel content |0.11

 | | | | | |

100B: | | | | | |

 Waiska--------------|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 |1.00

 | | | | | |
Keweenaw County Area, Michigan 381

Table 12b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

100D: | | | | | |

 Waiska--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.63 | Seepage |1.00

 | Slope |0.63 | | | Gravel content |1.00

 | | | | | Slope |0.63

 | | | | | |

102C: | | | | | |

 Waiska--------------|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 |1.00

 | | | | | |

 Garlic--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

102E: | | | | | |

 Waiska--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |1.00 | Seepage |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | Gravel content |1.00

 | | | | | |

 Garlic--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |1.00 | Seepage |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | |

102F: | | | | | |

 Waiska--------------|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 |1.00

 | | | | | |

 Garlic--------------|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

 | | | | | |

110B: | | | | | |

 Shelldrake----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

 Croswell------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.86

 | Too sandy |1.00 | | | saturated zone |

 | | | | | |

111B: | | | | | |

 Deer Park-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |
382 Soil Survey of

Table 12b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

111D: | | | | | |

 Deer Park-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.63 | Seepage |1.00

 | Slope |0.63 | | | Slope |0.63

 | | | | | |

111E: | | | | | |

 Deer Park-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |1.00 | Seepage |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | |

111F: | | | | | |

 Deer Park-----------|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

 | | | | | |

112C: | | | | | |

 Deer Park-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.01 | Seepage |1.00

 | Slope |0.01 | | | Slope |0.01

 | | | | | |

 Croswell------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.86

 | Too sandy |1.00 | | | saturated zone |

 | | | | | |

113C: | | | | | |

 Rubicon-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.01 | Seepage |1.00

 | Slope |0.01 | | | Slope |0.01

 | | | | | |

 Croswell------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.86

 | Too sandy |1.00 | | | saturated zone |

 | | | | | |

120B: | | | | | |

 Garlic--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

120D: | | | | | |

 Garlic--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.63 | Seepage |1.00

 | Slope |0.63 | | | Slope |0.63

 | | | | | |

120E: | | | | | |

 Garlic--------------|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

 | | | | | |
Keweenaw County Area, Michigan 383

Table 12b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

125A: | | | | | |

 Croswell------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.86

 | Too sandy |1.00 | | | saturated zone |

 | | | | | |

 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

 | | | | | |

126B: | | | | | |

 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

 | | | | | |

 Deford--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00 | Depth to |1.00

 | Ponding |1.00 | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

 Croswell------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Too sandy |1.00

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Depth to |0.86

 | Too sandy |1.00 | | | saturated zone |

 | | | | | |

127A: | | | | | |

 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

 | | | | | |

 Kinross-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Ponding |1.00 | Seepage |1.00

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

130C: | | | | | |

 Garlic--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

 Alcona--------------|Somewhat limited | |Not limited | |Somewhat limited |

 | Too sandy |0.50 | | | Too sandy |0.50

 | | | | | |

130E: | | | | | |

 Garlic--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |1.00 | Seepage |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | |
384 Soil Survey of

Table 12b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

130E: | | | | | |

 Alcona--------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Too sandy |0.50 | | | Too sandy |0.50

 | | | | | |

133C: | | | | | |

 Keweenaw------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |0.50

 | Too sandy |0.50 | | | Seepage |0.22

 | | | | | |

 Garlic--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

133E: | | | | | |

 Keweenaw------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |0.50

 | Too sandy |0.50 | | | Seepage |0.22

 | | | | | |

 Garlic--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |1.00 | Seepage |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | |

133F: | | | | | |

 Keweenaw------------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |0.50

 | Too sandy |0.50 | | | Seepage |0.22

 | | | | | |

 Garlic--------------|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

 | | | | | |

136B: | | | | | |

 Borgstrom-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | saturated zone | | pan | | pan |

 | Too sandy |1.00 | Depth to |1.00 | Too sandy |1.00

 | Seepage |1.00 | saturated zone | | Depth to |0.86

 | Depth to thin |0.50 | Seepage |1.00 | saturated zone |

 | cemented pan | | | | Seepage |0.22

 | | | | | |

 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 | |

 | | | | | |

142C: | | | | | |

 Wallace-------------|Very limited | |Very limited | |Very limited |

 | Depth to thick |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | cemented pan | | pan | | pan |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.01 | Seepage |1.00

 | Slope |0.01 | | | Slope |0.01

 | | | | | |
Keweenaw County Area, Michigan 385

Table 12b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

142C: | | | | | |

 Rubicon-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |0.01 | Seepage |1.00

 | Slope |0.01 | | | Slope |0.01

 | | | | | |

142F: | | | | | |

 Wallace-------------|Very limited | |Very limited | |Very limited |

 | Depth to thick |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | cemented pan | | pan | | pan |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |1.00 | Seepage |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | |

 Rubicon-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |1.00 | Seepage |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | |

155C: | | | | | |

 Montreal------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | saturated zone | | pan | | pan |

 | Depth to thick |1.00 | Depth to |1.00 | Depth to |1.00

 | cemented pan | | saturated zone | | saturated zone |

 | Seepage |1.00 | | | Large stones |0.03

 | Large stones |0.03 | | | |

 | | | | | |

 Paavola-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to bedrock |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Depth to bedrock |1.00 | Seepage |1.00 | saturated zone |

 | Seepage |1.00 | Depth to bedrock |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | Gravel content |0.38

 | | | | | |

 Waiska--------------|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 |1.00

 | | | | | |

155E: | | | | | |

 Montreal------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | saturated zone | | pan | | pan |

 | Depth to thick |1.00 | Depth to |1.00 | Depth to |1.00

 | cemented pan | | saturated zone | | saturated zone |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | | | Large stones |0.03

 | Large stones |0.03 | | | |

 | | | | | |

 Paavola-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | saturated zone | | pan | | pan |

 | Too sandy |1.00 | Depth to |1.00 | Depth to |1.00

 | Slope |1.00 | saturated zone | | saturated zone |

 | Depth to thin |0.50 | Seepage |1.00 | Too sandy |1.00

 | cemented pan | | Slope |1.00 | Seepage |1.00

 | | | | | Slope |1.00

 | | | | | |
386 Soil Survey of

Table 12b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

155E: | | | | | |

 Waiska--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |1.00 | Seepage |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | Gravel content |1.00

 | | | | | |

158A: | | | | | |

 Arnheim-------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Ponding |1.00

 | Depth to |1.00 | Ponding |1.00 | Depth to |1.00

 | saturated zone | | Depth to |1.00 | saturated zone |

 | Ponding |1.00 | saturated zone | | |

 | Seepage |1.00 | | | |

 | | | | | |

 Sturgeon------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Depth to |1.00

 | Depth to |1.00 | Depth to |1.00 | saturated zone |

 | saturated zone | | saturated zone | | Seepage |1.00

 | Seepage |1.00 | Seepage |1.00 | Too sandy |0.50

 | Too sandy |0.50 | | | |

 | | | | | |

 Pelkie--------------|Very limited | |Very limited | |Very limited |

 | Flooding |1.00 | Flooding |1.00 | Seepage |1.00

 | Depth to |1.00 | Depth to |1.00 | Depth to |0.86

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |0.50

 | Too sandy |0.50 | | | |

 | | | | | |

161F: | | | | | |

 Trimountain---------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | Depth to thick |1.00 | pan | | pan |

 | cemented pan | | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | | | |

 | | | | | |

 Lac La Belle--------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | Depth to thick |1.00 | pan | | pan |

 | cemented pan | | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |0.50 | | | Gravel content |1.00

 | | | | | Too sandy |0.50

 | | | | | |

 Waiska--------------|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 |1.00

 | | | | | |

162F: | | | | | |

 Trimountain---------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | Depth to thick |1.00 | pan | | pan |

 | cemented pan | | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | | | |

 | | | | | |
Keweenaw County Area, Michigan 387

Table 12b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

162F: | | | | | |

 Lac La Belle--------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | Depth to thick |1.00 | pan | | pan |

 | cemented pan | | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |0.50 | | | Gravel content |1.00

 | | | | | Too sandy |0.50

 | | | | | |

 Michigamme----------|Very limited | |Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Slope |1.00

 | | | | | |

166B: | | | | | |

 Gratiot-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | saturated zone | | pan | | pan |

 | Seepage |1.00 | Depth to |1.00 | Depth to |1.00

 | Depth to thin |0.50 | saturated zone | | saturated zone |

 | cemented pan | | Seepage |1.00 | Gravel content |0.18

 | Large stones |0.01 | | | Large stones |0.01

 | | | | | |

 Sabattis------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

173C: | | | | | |

 Montreal------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | saturated zone | | pan | | pan |

 | Depth to thick |1.00 | Depth to |1.00 | Depth to |1.00

 | cemented pan | | saturated zone | | saturated zone |

 | Seepage |1.00 | | | Large stones |0.03

 | Large stones |0.03 | | | |

 | | | | | |

 Paavola-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | saturated zone | | pan | | pan |

 | Too sandy |1.00 | Depth to |1.00 | Depth to |1.00

 | Depth to thin |0.50 | saturated zone | | saturated zone |

 | cemented pan | | Seepage |1.00 | Too sandy |1.00

 | | | | | Seepage |1.00

 | | | | | Gravel content |0.38

 | | | | | |

 Dishno--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |0.96

 | | | Depth to bedrock |0.96 | |

 | | | | | |

173E: | | | | | |

 Montreal------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | saturated zone | | pan | | pan |

 | Depth to thick |1.00 | Depth to |1.00 | Depth to |1.00

 | cemented pan | | saturated zone | | saturated zone |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | Seepage |1.00 | | | Large stones |0.03

 | Large stones |0.03 | | | |

 | | | | | |
388 Soil Survey of

Table 12b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

173E: | | | | | |

 Paavola-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to bedrock |1.00

 | saturated zone | | saturated zone | | Depth to |1.00

 | Depth to bedrock |1.00 | Seepage |1.00 | saturated zone |

 | Seepage |1.00 | Depth to bedrock |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Slope |1.00 | Seepage |1.00

 | Slope |1.00 | | | Slope |1.00

 | | | | | |

 Dishno--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to bedrock |1.00 | Seepage |1.00 | Slope |1.00

 | Slope |1.00 | Slope |1.00 | Depth to bedrock |0.96

 | | | Depth to bedrock |0.96 | |

 | | | | | |

174B: | | | | | |

 Montreal------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | saturated zone | | pan | | pan |

 | Depth to thick |1.00 | Depth to |1.00 | Depth to |1.00

 | cemented pan | | saturated zone | | saturated zone |

 | Seepage |1.00 | | | Large stones |0.03

 | Large stones |0.03 | | | |

 | | | | | |

 Dishno--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |0.96

 | | | Depth to bedrock |0.96 | |

 | | | | | |

 Gratiot-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | saturated zone | | pan | | pan |

 | Seepage |1.00 | Depth to |1.00 | Depth to |1.00

 | Depth to thin |0.50 | saturated zone | | saturated zone |

 | cemented pan | | Seepage |1.00 | Gravel content |0.18

 | Large stones |0.01 | | | Large stones |0.01

 | | | | | |

177A: | | | | | |

 Assinins------------|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 | |

 | | | | | |

183C: | | | | | |

 Munising------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | saturated zone | | pan | | pan |

 | Depth to thin |0.50 | Depth to |1.00 | Depth to |1.00

 | cemented pan | | saturated zone | | saturated zone |

 | | | | | |

 Abbaye--------------|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 |

 | | | | | |
Keweenaw County Area, Michigan 389

Table 12b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

183C: | | | | | |

 Yalmer--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | saturated zone | | pan | | pan |

 | Depth to thick |1.00 | Depth to |1.00 | Depth to |1.00

 | cemented pan | | saturated zone | | saturated zone |

 | Too sandy |0.50 | Seepage |1.00 | Seepage |1.00

 | | | | | Too sandy |0.50

 | | | | | |

183E: | | | | | |

 Munising------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | saturated zone | | pan | | pan |

 | Slope |1.00 | Depth to |1.00 | Depth to |1.00

 | Depth to thin |0.50 | saturated zone | | saturated zone |

 | cemented pan | | Slope |1.00 | Slope |1.00

 | | | | | |

 Abbaye--------------|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 |

 | Slope |1.00 | Slope |1.00 | Slope |1.00

 | | | | | |

 Yalmer--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | saturated zone | | pan | | pan |

 | Depth to thick |1.00 | Depth to |1.00 | Depth to |1.00

 | cemented pan | | saturated zone | | saturated zone |

 | Slope |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |0.50 | Slope |1.00 | Slope |1.00

 | | | | | Too sandy |0.50

 | | | | | |

184C: | | | | | |

 Munising------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | saturated zone | | pan | | pan |

 | Depth to thin |0.50 | Depth to |1.00 | Depth to |1.00

 | cemented pan | | saturated zone | | saturated zone |

 | | | | | |

 Yalmer--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | saturated zone | | pan | | pan |

 | Depth to thick |1.00 | Depth to |1.00 | Depth to |1.00

 | cemented pan | | saturated zone | | saturated zone |

 | Too sandy |0.50 | Seepage |1.00 | Seepage |1.00

 | | | | | Too sandy |0.50

 | | | | | |

184E: | | | | | |

 Munising------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | saturated zone | | pan | | pan |

 | Slope |1.00 | Depth to |1.00 | Depth to |1.00

 | Depth to thin |0.50 | saturated zone | | saturated zone |

 | cemented pan | | Slope |1.00 | Slope |1.00

 | | | | | |
390 Soil Survey of

Table 12b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

184E: | | | | | |

 Yalmer--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | saturated zone | | pan | | pan |

 | Depth to thick |1.00 | Depth to |1.00 | Depth to |1.00

 | cemented pan | | saturated zone | | saturated zone |

 | Slope |1.00 | Seepage |1.00 | Seepage |1.00

 | Too sandy |0.50 | Slope |1.00 | Slope |1.00

 | | | | | Too sandy |0.50

 | | | | | |

185B: | | | | | |

 Munising------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | saturated zone | | pan | | pan |

 | Depth to thin |0.50 | Depth to |1.00 | Depth to |1.00

 | cemented pan | | saturated zone | | saturated zone |

 | | | | | |

 Skanee--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | saturated zone | | pan | | pan |

 | Depth to thick |1.00 | Depth to |1.00 | Depth to |1.00

 | cemented pan | | saturated zone | | saturated zone |

 | | | | | |

185C: | | | | | |

 Munising------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | saturated zone | | pan | | pan |

 | Depth to thin |0.50 | Depth to |1.00 | Depth to |1.00

 | cemented pan | | saturated zone | | saturated zone |

 | Slope |0.16 | Slope |0.16 | Slope |0.16

 | | | | | |

 Skanee--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | saturated zone | | pan | | pan |

 | Depth to thick |1.00 | Depth to |1.00 | Depth to |1.00

 | cemented pan | | saturated zone | | saturated zone |

 | | | | | |

187A: | | | | | |

 Skanee--------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to cemented|1.00 | Depth to cemented|1.00

 | saturated zone | | pan | | pan |

 | Depth to thick |1.00 | Depth to |1.00 | Depth to |1.00

 | cemented pan | | saturated zone | | saturated zone |

 | | | | | |

 Gay-----------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Ponding |1.00 | Ponding |1.00 | Ponding |1.00

 | | | | | |

192B: | | | | | |

 Nipissing-----------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Seepage |1.00 | Depth to bedrock |1.00

 | Large stones |0.77 | Depth to bedrock |1.00 | Seepage |1.00

 | | | | | Large stones |0.77

 | | | | | Gravel content |0.22

 | | | | | |
Keweenaw County Area, Michigan 391

Table 12b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

192B: | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | | | | | Gravel content |0.65

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

194B: | | | | | |

 Copper Harbor-------|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 | Gravel content |1.00

 | Too sandy |1.00 | | | Depth to |0.86

 | | | | | saturated zone |

 | | | | | |

195B: | | | | | |

 Copper Harbor-------|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 | Gravel content |1.00

 | Too sandy |1.00 | | | Depth to |0.86

 | | | | | saturated zone |

 | | | | | |

 Bete Grise----------|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 |1.00

 | | | | | |

196B: | | | | | |

 Bete Grise----------|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 |1.00

 | | | | | |

 Tawas---------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone | | saturated zone |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | Ponding |1.00 | Seepage |1.00

 | Ponding |1.00 | | | Ponding |1.00

 | | | | | |

301: | | | | | |

 Udorthents----------|Not limited | |Not limited | |Not limited |

 | | | | | |

 Udipsamments--------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Seepage |1.00 | Too sandy |1.00

 | Too sandy |1.00 | | | Seepage |1.00

 | | | | | |

302: | | | | | |

 Histosols-----------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00 | Depth to |1.00

 | Ponding |1.00 | saturated zone | | saturated zone |

 | Organic matter |1.00 | Seepage |1.00 | Organic matter |1.00

 | content | | | | content |

 | | | | | Seepage |0.16

 | | | | | |
392 Soil Survey of

Table 12b.--Sanitary Facilities--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Trench sanitary | Area sanitary | Daily cover for

 and soil name | landfill | landfill | landfill

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

302: | | | | | |

 Aquents-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00 | Depth to |1.00

 | Ponding |1.00 | saturated zone | | saturated zone |

 | | | | | |

303: | | | | | |

 Aquents-------------|Very limited | |Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00 | Depth to |1.00

 | Ponding |1.00 | saturated zone | | saturated zone |

 | | | | | |

 Dumps, stamp sand---|Not rated | |Not rated | |Not rated |

 | | | | | |

310: | | | | | |

 Dumps, mine---------|Not rated | |Not rated | |Not rated |

 | | | | | |

311: | | | | | |

 Dumps, stamp sand---|Not rated | |Not rated | |Not rated |

 | | | | | |

312: | | | | | |

 Pits----------------|Not rated | |Not rated | |Not rated |

 | | | | | |

313: | | | | | |

 Dumps, sawdust------|Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
Keweenaw County Area, Michigan 393

Table 13a.--Construction Materials

(The information in this table indicates the dominant soil condition but does not eliminate the

 need for onsite investigation. The numbers in the value columns range from 0.00 to 0.99. The

 smaller the value, the greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further explanation of ratings in this

 table)

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

2: | | | | | |

 Lupton--------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to wetness |0.00 | Depth to wetness |0.00

 | | | | | Organic matter |0.00

 | | | | | content |

 | | | | | |

 Tawas---------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to wetness |0.00 | Depth to wetness |0.00

 | Organic matter |0.00 | | | Organic matter |0.00

 | content | | | | content |

 | Too acid |0.68 | | | |

 | | | | | |

3: | | | | | |

 Dawson--------------|Fair | |Poor | |Poor |

 | Too acid |0.50 | Depth to wetness |0.00 | Depth to wetness |0.00

 | Organic matter |0.50 | | | Organic matter |0.00

 | content | | | | content |

 | | | | | Too acid |0.00

 | | | | | |

 Loxley--------------|Poor | |Poor | |Poor |

 | Too acid |0.00 | Depth to wetness |0.00 | Depth to wetness |0.00

 | | | | | Organic matter |0.00

 | | | | | content |

 | | | | | Too acid |0.00

 | | | | | |

6: | | | | | |

 Skandia-------------|Fair | |Poor | |Poor |

 | Too acid |0.50 | Depth to bedrock |0.00 | Depth to wetness |0.00

 | Depth to bedrock |0.99 | Depth to wetness |0.00 | Organic matter |0.00

 | | | | | content |

 | | | | | Too acid |0.24

 | | | | | Depth to bedrock |0.99

 | | | | | |

 Burt----------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to bedrock |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | Depth to wetness |0.00 | Depth to wetness |0.00

 | Droughty |0.00 | | | Depth to bedrock |0.00

 | Depth to bedrock |0.00 | | | |

 | Organic matter |0.12 | | | |

 | content | | | | |

 | Too acid |0.68 | | | |

 | | | | | |

10: | | | | | |

 Cathro--------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to wetness |0.00 | Depth to wetness |0.00

 | Organic matter |0.12 | | | Organic matter |0.00

 | content | | | | content |

 | Too acid |0.50 | | | |

 | Carbonate content|0.92 | | | |

 | | | | | |
394 Soil Survey of

Table 13a.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

10: | | | | | |

 Sabattis------------|Fair | |Poor | |Poor |

 | Organic matter |0.12 | Depth to wetness |0.00 | Depth to wetness |0.00

 | content | | Cobble content |0.98 | Hard to reclaim |0.00

 | Too acid |0.54 | | | (rock fragments)|

 | | | | | Rock fragments |0.05

 | | | | | Too acid |0.98

 | | | | | |

13: | | | | | |

 Tawas---------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to wetness |0.00 | Depth to wetness |0.00

 | Organic matter |0.00 | | | Organic matter |0.00

 | content | | | | content |

 | Too acid |0.68 | | | |

 | | | | | |

 Deford--------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to wetness |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Depth to wetness |0.00

 | Organic matter |0.12 | | | Too acid |0.88

 | content | | | | |

 | Too acid |0.50 | | | |

 | | | | | |

15B: | | | | | |

 Dawson--------------|Fair | |Poor | |Poor |

 | Organic matter |0.12 | Depth to wetness |0.00 | Depth to wetness |0.00

 | content | | | | Organic matter |0.00

 | Too acid |0.50 | | | content |

 | | | | | Too acid |0.00

 | | | | | |

 Croswell------------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Depth to wetness |0.53 | Too sandy |0.00

 | Wind erosion |0.00 | | | Depth to wetness |0.53

 | Organic matter |0.12 | | | Too acid |0.88

 | content | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.96 | | | |

 | | | | | |

20E: | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

21G: | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Arcadian------------|Poor | |Poor | |Poor |

 | Droughty |0.00 | Depth to bedrock |0.00 | Slope |0.00

 | Depth to bedrock |0.00 | Slope |0.00 | Rock fragments |0.00

 | Too acid |0.50 | | | Depth to bedrock |0.00

 | Too sandy |0.78 | | | Too sandy |0.78

 | | | | | |

39A: | | | | | |

 Betsy Bay-----------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to wetness |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | Depth to bedrock |0.07 | Depth to wetness |0.00

 | Droughty |0.09 | Content of stones|0.84 | |

 | Too acid |0.50 | | | |

 | Content of stones|0.71 | | | |

 | | | | | |
Keweenaw County Area, Michigan 395

Table 13a.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

39A: | | | | | |

 Burt----------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to bedrock |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | Depth to wetness |0.00 | Depth to wetness |0.00

 | Droughty |0.00 | | | Depth to bedrock |0.00

 | Depth to bedrock |0.00 | | | |

 | Organic matter |0.12 | | | |

 | content | | | | |

 | Too acid |0.68 | | | |

 | | | | | |

 Deford--------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to wetness |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Depth to wetness |0.00

 | Organic matter |0.12 | | | Too acid |0.88

 | content | | | | |

 | Too acid |0.50 | | | |

 | | | | | |

47A: | | | | | |

 Zeba----------------|Fair | |Poor | |Poor |

 | Organic matter |0.12 | Depth to bedrock |0.00 | Depth to wetness |0.00

 | content | | Depth to wetness |0.00 | Depth to bedrock |0.29

 | Depth to bedrock |0.29 | | | Rock fragments |0.88

 | Too acid |0.50 | | | |

 | Droughty |0.59 | | | |

 | | | | | |

 Jacobsville---------|Fair | |Poor | |Poor |

 | Depth to bedrock |0.03 | Depth to bedrock |0.00 | Hard to reclaim |0.00

 | Droughty |0.51 | Depth to wetness |0.00 | (dense layer) |

 | Too acid |0.61 | | | Depth to wetness |0.00

 | Organic matter |0.88 | | | Depth to bedrock |0.03

 | content | | | | Rock fragments |0.50

 | | | | | |

51C: | | | | | |

 Arcadian------------|Poor | |Poor | |Poor |

 | Droughty |0.00 | Depth to bedrock |0.00 | Rock fragments |0.00

 | Depth to bedrock |0.00 | | | Depth to bedrock |0.00

 | Too acid |0.50 | | | Too sandy |0.78

 | Too sandy |0.78 | | | |

 | | | | | |

 Nipissing-----------|Poor | |Poor | |Poor |

 | Droughty |0.00 | Depth to bedrock |0.00 | Rock fragments |0.00

 | Cobble content |0.29 | Cobble content |0.00 | Depth to bedrock |0.99

 | Too acid |0.50 | | | |

 | Depth to bedrock |0.99 | | | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

51E: | | | | | |

 Arcadian------------|Poor | |Poor | |Poor |

 | Droughty |0.00 | Depth to bedrock |0.00 | Rock fragments |0.00

 | Depth to bedrock |0.00 | Slope |0.18 | Depth to bedrock |0.00

 | Too acid |0.50 | | | Slope |0.00

 | Too sandy |0.78 | | | Too sandy |0.78

 | | | | | |

 Nipissing-----------|Poor | |Poor | |Poor |

 | Droughty |0.00 | Depth to bedrock |0.00 | Rock fragments |0.00

 | Cobble content |0.29 | Cobble content |0.00 | Slope |0.00

 | Too acid |0.50 | Slope |0.18 | Depth to bedrock |0.99

 | Depth to bedrock |0.99 | | | |

 | | | | | |
396 Soil Survey of

Table 13a.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

51E: | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

52C: | | | | | |

 Arcadian------------|Poor | |Poor | |Poor |

 | Droughty |0.00 | Depth to bedrock |0.00 | Rock fragments |0.00

 | Depth to bedrock |0.00 | | | Depth to bedrock |0.00

 | Too acid |0.50 | | | Too sandy |0.78

 | Too sandy |0.78 | | | |

 | | | | | |

 Dishno--------------|Fair | |Poor | |Poor |

 | Too acid |0.50 | Depth to wetness |0.00 | Depth to wetness |0.00

 | | | Depth to bedrock |0.04 | Hard to reclaim |0.50

 | | | | | (rock fragments)|

 | | | | | Too acid |0.50

 | | | | | Rock fragments |0.50

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

52E: | | | | | |

 Arcadian------------|Poor | |Poor | |Poor |

 | Droughty |0.00 | Depth to bedrock |0.00 | Rock fragments |0.00

 | Depth to bedrock |0.00 | Slope |0.18 | Depth to bedrock |0.00

 | Too acid |0.50 | | | Slope |0.00

 | Too sandy |0.78 | | | Too sandy |0.78

 | | | | | |

 Dishno--------------|Fair | |Poor | |Poor |

 | Too acid |0.50 | Depth to wetness |0.00 | Depth to wetness |0.00

 | | | Depth to bedrock |0.04 | Slope |0.00

 | | | Slope |0.18 | Too acid |0.50

 | | | | | Rock fragments |0.50

 | | | | | Hard to reclaim |0.50

 | | | | | (rock fragments)|

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

53E: | | | | | |

 Arcadian------------|Poor | |Poor | |Poor |

 | Droughty |0.00 | Depth to bedrock |0.00 | Rock fragments |0.00

 | Depth to bedrock |0.00 | Slope |0.18 | Depth to bedrock |0.00

 | Too acid |0.50 | | | Slope |0.00

 | Too sandy |0.78 | | | Too sandy |0.78

 | | | | | |

 Michigamme----------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to bedrock |0.00 | Hard to reclaim |0.00

 | Droughty |0.40 | Slope |0.18 | (dense layer) |

 | Too acid |0.50 | Cobble content |0.70 | Slope |0.00

 | Depth to bedrock |0.54 | | | Rock fragments |0.01

 | Too sandy |0.78 | | | Depth to bedrock |0.54

 | | | | | Too sandy |0.78

 | | | | | Too acid |0.88

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

53F: | | | | | |

 Arcadian------------|Poor | |Poor | |Poor |

 | Droughty |0.00 | Depth to bedrock |0.00 | Slope |0.00

 | Depth to bedrock |0.00 | Slope |0.00 | Rock fragments |0.00

 | Too acid |0.50 | | | Depth to bedrock |0.00

 | Too sandy |0.78 | | | Too sandy |0.78

 | | | | | |
Keweenaw County Area, Michigan 397

Table 13a.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

53F: | | | | | |

 Michigamme----------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to bedrock |0.00 | Slope |0.00

 | Droughty |0.40 | Slope |0.00 | Hard to reclaim |0.00

 | Too acid |0.50 | Cobble content |0.70 | (dense layer) |

 | Depth to bedrock |0.54 | | | Rock fragments |0.01

 | Too sandy |0.78 | | | Depth to bedrock |0.54

 | | | | | Too sandy |0.78

 | | | | | Too acid |0.88

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

55B: | | | | | |

 Chocolay------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to bedrock |0.00 | Depth to wetness |0.00

 | Droughty |0.00 | Depth to wetness |0.00 | Rock fragments |0.00

 | Depth to bedrock |0.01 | | | Depth to bedrock |0.01

 | Too acid |0.50 | | | Too acid |0.76

 | Too sandy |0.78 | | | Too sandy |0.78

 | | | | | |

100B: | | | | | |

 Waiska--------------|Poor | |Fair | |Poor |

 | Wind erosion |0.00 | Content of stones|0.95 | Hard to reclaim |0.00

 | Droughty |0.00 | | | (rock fragments)|

 | Too sandy |0.08 | | | Rock fragments |0.00

 | Organic matter |0.12 | | | Too sandy |0.08

 | content | | | | Too acid |0.98

 | Too acid |0.26 | | | |

 | Content of stones|0.91 | | | |

 | | | | | |

100D: | | | | | |

 Waiska--------------|Poor | |Fair | |Poor |

 | Wind erosion |0.00 | Content of stones|0.95 | Hard to reclaim |0.00

 | Droughty |0.00 | | | (rock fragments)|

 | Too sandy |0.08 | | | Rock fragments |0.00

 | Organic matter |0.12 | | | Too sandy |0.08

 | content | | | | Slope |0.37

 | Too acid |0.26 | | | Too acid |0.98

 | Content of stones|0.91 | | | |

 | | | | | |

102C: | | | | | |

 Waiska--------------|Poor | |Fair | |Poor |

 | Wind erosion |0.00 | Content of stones|0.95 | Hard to reclaim |0.00

 | Droughty |0.00 | | | (rock fragments)|

 | Too sandy |0.08 | | | Rock fragments |0.00

 | Organic matter |0.12 | | | Too sandy |0.08

 | content | | | | Too acid |0.98

 | Too acid |0.26 | | | |

 | Content of stones|0.91 | | | |

 | | | | | |

 Garlic--------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | |

 | Too acid |0.08 | | | |

 | Organic matter |0.12 | | | |

 | content | | | | |

 | Droughty |0.98 | | | |

 | | | | | |
398 Soil Survey of

Table 13a.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

102E: | | | | | |

 Waiska--------------|Poor | |Fair | |Poor |

 | Wind erosion |0.00 | Slope |0.18 | Hard to reclaim |0.00

 | Droughty |0.00 | Content of stones|0.95 | (rock fragments)|

 | Too sandy |0.08 | | | Rock fragments |0.00

 | Organic matter |0.12 | | | Slope |0.00

 | content | | | | Too sandy |0.08

 | Too acid |0.26 | | | Too acid |0.98

 | Content of stones|0.91 | | | |

 | | | | | |

 Garlic--------------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Slope |0.18 | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.00

 | Too acid |0.08 | | | |

 | Organic matter |0.12 | | | |

 | content | | | | |

 | Droughty |0.98 | | | |

 | | | | | |

102F: | | | | | |

 Waiska--------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Slope |0.00 | Slope |0.00

 | Droughty |0.00 | Content of stones|0.95 | Hard to reclaim |0.00

 | Too sandy |0.08 | | | (rock fragments)|

 | Organic matter |0.12 | | | Rock fragments |0.00

 | content | | | | Too sandy |0.08

 | Too acid |0.26 | | | Too acid |0.98

 | Content of stones|0.91 | | | |

 | | | | | |

 Garlic--------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Slope |0.00 | Slope |0.00

 | Wind erosion |0.00 | | | Too sandy |0.00

 | Too acid |0.08 | | | |

 | Organic matter |0.12 | | | |

 | content | | | | |

 | Droughty |0.98 | | | |

 | | | | | |

110B: | | | | | |

 Shelldrake----------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Too acid |0.24

 | Droughty |0.01 | | | |

 | Organic matter |0.05 | | | |

 | content | | | | |

 | Too acid |0.50 | | | |

 | | | | | |

 Croswell------------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Depth to wetness |0.53 | Too sandy |0.00

 | Wind erosion |0.00 | | | Depth to wetness |0.53

 | Organic matter |0.12 | | | Too acid |0.88

 | content | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.96 | | | |

 | | | | | |

111B: | | | | | |

 Deer Park-----------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | |

 | Organic matter |0.12 | | | |

 | content | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.99 | | | |

 | | | | | |
Keweenaw County Area, Michigan 399

Table 13a.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

111D: | | | | | |

 Deer Park-----------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.37

 | Organic matter |0.12 | | | |

 | content | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.99 | | | |

 | | | | | |

111E: | | | | | |

 Deer Park-----------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Slope |0.18 | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.00

 | Organic matter |0.12 | | | |

 | content | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.99 | | | |

 | | | | | |

111F: | | | | | |

 Deer Park-----------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Slope |0.00 | Slope |0.00

 | Wind erosion |0.00 | | | Too sandy |0.00

 | Organic matter |0.12 | | | |

 | content | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.99 | | | |

 | | | | | |

112C: | | | | | |

 Deer Park-----------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | |

 | Organic matter |0.12 | | | |

 | content | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.99 | | | |

 | | | | | |

 Croswell------------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Depth to wetness |0.53 | Too sandy |0.00

 | Wind erosion |0.00 | | | Depth to wetness |0.53

 | Organic matter |0.12 | | | Too acid |0.88

 | content | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.96 | | | |

 | | | | | |

113C: | | | | | |

 Rubicon-------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | |

 | Too acid |0.08 | | | |

 | Droughty |0.95 | | | |

 | | | | | |

 Croswell------------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Depth to wetness |0.53 | Too sandy |0.00

 | Wind erosion |0.00 | | | Depth to wetness |0.53

 | Organic matter |0.12 | | | Too acid |0.88

 | content | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.96 | | | |

 | | | | | |
400 Soil Survey of

Table 13a.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

120B: | | | | | |

 Garlic--------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | |

 | Too acid |0.08 | | | |

 | Organic matter |0.12 | | | |

 | content | | | | |

 | Droughty |0.98 | | | |

 | | | | | |

120D: | | | | | |

 Garlic--------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.37

 | Too acid |0.08 | | | |

 | Organic matter |0.12 | | | |

 | content | | | | |

 | Droughty |0.98 | | | |

 | | | | | |

120E: | | | | | |

 Garlic--------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Slope |0.00 | Slope |0.00

 | Wind erosion |0.00 | | | Too sandy |0.00

 | Too acid |0.08 | | | |

 | Organic matter |0.12 | | | |

 | content | | | | |

 | Droughty |0.98 | | | |

 | | | | | |

125A: | | | | | |

 Croswell------------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Depth to wetness |0.53 | Too sandy |0.00

 | Wind erosion |0.00 | | | Depth to wetness |0.53

 | Organic matter |0.12 | | | Too acid |0.88

 | content | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.96 | | | |

 | | | | | |

 Au Gres-------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to wetness |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Depth to wetness |0.00

 | Organic matter |0.12 | | | |

 | content | | | | |

 | Too acid |0.50 | | | |

 | | | | | |

126B: | | | | | |

 Au Gres-------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to wetness |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Depth to wetness |0.00

 | Organic matter |0.12 | | | |

 | content | | | | |

 | Too acid |0.50 | | | |

 | | | | | |

 Deford--------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to wetness |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Depth to wetness |0.00

 | Organic matter |0.12 | | | Too acid |0.88

 | content | | | | |

 | Too acid |0.50 | | | |

 | | | | | |
Keweenaw County Area, Michigan 401

Table 13a.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

126B: | | | | | |

 Croswell------------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Depth to wetness |0.53 | Too sandy |0.00

 | Wind erosion |0.00 | | | Depth to wetness |0.53

 | Organic matter |0.12 | | | Too acid |0.88

 | content | | | | |

 | Too acid |0.50 | | | |

 | Droughty |0.96 | | | |

 | | | | | |

127A: | | | | | |

 Au Gres-------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to wetness |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Depth to wetness |0.00

 | Organic matter |0.12 | | | |

 | content | | | | |

 | Too acid |0.50 | | | |

 | | | | | |

 Kinross-------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to wetness |0.00 | Too sandy |0.00

 | Organic matter |0.12 | | | Depth to wetness |0.00

 | content | | | | |

 | Too acid |0.50 | | | |

 | | | | | |

130C: | | | | | |

 Garlic--------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | |

 | Too acid |0.08 | | | |

 | Organic matter |0.12 | | | |

 | content | | | | |

 | Droughty |0.98 | | | |

 | | | | | |

 Alcona--------------|Fair | |Good | |Good |

 | Too acid |0.08 | | | |

 | Organic matter |0.12 | | | |

 | content | | | | |

 | | | | | |

130E: | | | | | |

 Garlic--------------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Slope |0.18 | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.00

 | Too acid |0.08 | | | |

 | Organic matter |0.12 | | | |

 | content | | | | |

 | Droughty |0.98 | | | |

 | | | | | |

 Alcona--------------|Fair | |Fair | |Poor |

 | Too acid |0.08 | Slope |0.18 | Slope |0.00

 | Organic matter |0.12 | | | |

 | content | | | | |

 | | | | | |

133C: | | | | | |

 Keweenaw------------|Poor | |Good | |Fair |

 | Wind erosion |0.00 | | | Too sandy |0.22

 | Too acid |0.08 | | | |

 | Too sandy |0.22 | | | |

 | | | | | |
402 Soil Survey of

Table 13a.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

133C: | | | | | |

 Garlic--------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | |

 | Too acid |0.08 | | | |

 | Organic matter |0.12 | | | |

 | content | | | | |

 | Droughty |0.98 | | | |

 | | | | | |

133E: | | | | | |

 Keweenaw------------|Poor | |Fair | |Poor |

 | Wind erosion |0.00 | Slope |0.18 | Slope |0.00

 | Too acid |0.08 | | | Too sandy |0.22

 | Too sandy |0.22 | | | |

 | | | | | |

 Garlic--------------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Slope |0.18 | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.00

 | Too acid |0.08 | | | |

 | Organic matter |0.12 | | | |

 | content | | | | |

 | Droughty |0.98 | | | |

 | | | | | |

133F: | | | | | |

 Keweenaw------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Slope |0.00 | Slope |0.00

 | Too acid |0.08 | | | Too sandy |0.22

 | Too sandy |0.22 | | | |

 | | | | | |

 Garlic--------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Slope |0.00 | Slope |0.00

 | Wind erosion |0.00 | | | Too sandy |0.00

 | Too acid |0.08 | | | |

 | Organic matter |0.12 | | | |

 | content | | | | |

 | Droughty |0.98 | | | |

 | | | | | |

136B: | | | | | |

 Borgstrom-----------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to cemented|0.00 | Hard to reclaim |0.00

 | Wind erosion |0.00 | pan | | (dense layer) |

 | Depth to cemented|0.00 | Depth to wetness |0.53 | Too sandy |0.00

 | pan | | | | Depth to cemented|0.00

 | Droughty |0.00 | | | pan |

 | Too acid |0.50 | | | Too acid |0.32

 | | | | | Depth to wetness |0.53

 | | | | | |

 Ingalls-------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to wetness |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Depth to wetness |0.00

 | Organic matter |0.12 | | | Too acid |0.95

 | content | | | | |

 | Too acid |0.50 | | | |

 | | | | | |
Keweenaw County Area, Michigan 403

Table 13a.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

142C: | | | | | |

 Wallace-------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to cemented|0.00 | Hard to reclaim |0.00

 | Wind erosion |0.00 | pan | | (dense layer) |

 | Droughty |0.00 | | | Too sandy |0.00

 | Depth to cemented|0.03 | | | Depth to cemented|0.03

 | pan | | | | pan |

 | Too acid |0.08 | | | Too acid |0.50

 | | | | | |

 Rubicon-------------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | |

 | Too acid |0.08 | | | |

 | Droughty |0.95 | | | |

 | | | | | |

142F: | | | | | |

 Wallace-------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to cemented|0.00 | Hard to reclaim |0.00

 | Wind erosion |0.00 | pan | | (dense layer) |

 | Droughty |0.00 | Slope |0.00 | Too sandy |0.00

 | Depth to cemented|0.03 | | | Slope |0.00

 | pan | | | | Depth to cemented|0.03

 | Too acid |0.08 | | | pan |

 | | | | | Too acid |0.50

 | | | | | |

 Rubicon-------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Slope |0.00 | Too sandy |0.00

 | Wind erosion |0.00 | | | Slope |0.00

 | Too acid |0.08 | | | |

 | Droughty |0.95 | | | |

 | | | | | |

155C: | | | | | |

 Montreal------------|Fair | |Poor | |Poor |

 | Droughty |0.05 | Depth to wetness |0.00 | Hard to reclaim |0.00

 | Too acid |0.08 | Depth to cemented|0.00 | (dense layer) |

 | Depth to cemented|0.29 | pan | | Depth to wetness |0.00

 | pan | | Cobble content |0.50 | Rock fragments |0.00

 | | | Content of stones|0.99 | Depth to cemented|0.29

 | | | | | pan |

 | | | | | Too acid |0.76

 | | | | | |

 Paavola-------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to bedrock |0.00 | Hard to reclaim |0.00

 | Wind erosion |0.00 | Depth to wetness |0.00 | (dense layer) |

 | Droughty |0.00 | | | Too sandy |0.00

 | Depth to bedrock |0.16 | | | Rock fragments |0.00

 | Too acid |0.46 | | | Depth to wetness |0.00

 | | | | | Depth to bedrock |0.16

 | | | | | |

 Waiska--------------|Poor | |Fair | |Poor |

 | Wind erosion |0.00 | Content of stones|0.95 | Hard to reclaim |0.00

 | Droughty |0.00 | | | (rock fragments)|

 | Too sandy |0.08 | | | Rock fragments |0.00

 | Organic matter |0.12 | | | Too sandy |0.08

 | content | | | | Too acid |0.98

 | Too acid |0.26 | | | |

 | Content of stones|0.91 | | | |

 | | | | | |
404 Soil Survey of

Table 13a.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

155E: | | | | | |

 Montreal------------|Fair | |Poor | |Poor |

 | Droughty |0.05 | Depth to wetness |0.00 | Hard to reclaim |0.00

 | Too acid |0.08 | Depth to cemented|0.00 | (dense layer) |

 | Depth to cemented|0.29 | pan | | Depth to wetness |0.00

 | pan | | Slope |0.18 | Slope |0.00

 | | | Cobble content |0.50 | Rock fragments |0.00

 | | | Content of stones|0.99 | Depth to cemented|0.29

 | | | | | pan |

 | | | | | Too acid |0.76

 | | | | | |

 Paavola-------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to wetness |0.00 | Hard to reclaim |0.00

 | Wind erosion |0.00 | Depth to cemented|0.00 | (dense layer) |

 | Droughty |0.00 | pan | | Too sandy |0.00

 | Depth to cemented|0.16 | Slope |0.18 | Slope |0.00

 | pan | | | | Rock fragments |0.00

 | Too acid |0.46 | | | Depth to wetness |0.00

 | | | | | Depth to cemented|0.16

 | | | | | pan |

 | | | | | |

 Waiska--------------|Poor | |Fair | |Poor |

 | Wind erosion |0.00 | Slope |0.18 | Hard to reclaim |0.00

 | Droughty |0.00 | Content of stones|0.95 | (rock fragments)|

 | Too sandy |0.08 | | | Rock fragments |0.00

 | Organic matter |0.12 | | | Slope |0.00

 | content | | | | Too sandy |0.08

 | Too acid |0.26 | | | Too acid |0.98

 | Content of stones|0.91 | | | |

 | | | | | |

158A: | | | | | |

 Arnheim-------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to wetness |0.00 | Depth to wetness |0.00

 | Organic matter |0.12 | | | |

 | content | | | | |

 | Water erosion |0.90 | | | |

 | Too acid |0.97 | | | |

 | | | | | |

 Sturgeon------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to wetness |0.00 | Depth to wetness |0.00

 | Too sandy |0.22 | | | Too sandy |0.22

 | Too acid |0.68 | | | |

 | Organic matter |0.88 | | | |

 | content | | | | |

 | | | | | |

 Pelkie--------------|Poor | |Fair | |Fair |

 | Wind erosion |0.00 | Depth to wetness |0.53 | Too sandy |0.22

 | Too sandy |0.22 | | | Depth to wetness |0.53

 | Too acid |0.68 | | | |

 | Organic matter |0.68 | | | |

 | content | | | | |

 | | | | | |

161F: | | | | | |

 Trimountain---------|Poor | |Poor | |Poor |

 | Too acid |0.00 | Depth to cemented|0.00 | Hard to reclaim |0.00

 | Droughty |0.00 | pan | | (dense layer) |

 | Depth to cemented|0.00 | Slope |0.00 | Slope |0.00

 | pan | | Cobble content |0.96 | Depth to cemented|0.00

 | | | | | pan |

 | | | | | Rock fragments |0.12

 | | | | | Too acid |0.76

 | | | | | |
Keweenaw County Area, Michigan 405

Table 13a.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

161F: | | | | | |

 Lac La Belle--------|Poor | |Poor | |Poor |

 | Droughty |0.00 | Depth to cemented|0.00 | Slope |0.00

 | Too acid |0.08 | pan | | Hard to reclaim |0.00

 | Too sandy |0.22 | Slope |0.00 | (dense layer) |

 | Content of stones|0.66 | Content of stones|0.67 | Rock fragments |0.00

 | Depth to cemented|0.94 | | | Too sandy |0.22

 | pan | | | | Too acid |0.50

 | | | | | Depth to cemented|0.94

 | | | | | pan |

 | | | | | |

 Waiska--------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Slope |0.00 | Slope |0.00

 | Droughty |0.00 | Content of stones|0.95 | Hard to reclaim |0.00

 | Too sandy |0.08 | | | (rock fragments)|

 | Organic matter |0.12 | | | Rock fragments |0.00

 | content | | | | Too sandy |0.08

 | Too acid |0.26 | | | Too acid |0.98

 | Content of stones|0.91 | | | |

 | | | | | |

162F: | | | | | |

 Trimountain---------|Poor | |Poor | |Poor |

 | Too acid |0.00 | Depth to cemented|0.00 | Slope |0.00

 | Droughty |0.00 | pan | | Hard to reclaim |0.00

 | Depth to cemented|0.00 | Slope |0.00 | (dense layer) |

 | pan | | Cobble content |0.96 | Depth to cemented|0.00

 | | | | | pan |

 | | | | | Rock fragments |0.12

 | | | | | Too acid |0.76

 | | | | | |

 Lac La Belle--------|Poor | |Poor | |Poor |

 | Droughty |0.00 | Depth to cemented|0.00 | Slope |0.00

 | Too acid |0.08 | pan | | Hard to reclaim |0.00

 | Too sandy |0.22 | Slope |0.00 | (dense layer) |

 | Content of stones|0.66 | Content of stones|0.67 | Rock fragments |0.00

 | Depth to cemented|0.94 | | | Too sandy |0.22

 | pan | | | | Too acid |0.50

 | | | | | Depth to cemented|0.94

 | | | | | pan |

 | | | | | |

 Michigamme----------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to bedrock |0.00 | Slope |0.00

 | Droughty |0.40 | Slope |0.00 | Hard to reclaim |0.00

 | Too acid |0.50 | Cobble content |0.70 | (dense layer) |

 | Depth to bedrock |0.54 | | | Rock fragments |0.01

 | Too sandy |0.78 | | | Depth to bedrock |0.54

 | | | | | Too sandy |0.78

 | | | | | Too acid |0.88

 | | | | | |

166B: | | | | | |

 Gratiot-------------|Poor | |Poor | |Poor |

 | Droughty |0.00 | Depth to wetness |0.00 | Hard to reclaim |0.00

 | Depth to cemented|0.00 | Depth to cemented|0.00 | (dense layer) |

 | pan | | pan | | Depth to wetness |0.00

 | Too acid |0.50 | Cobble content |0.97 | Rock fragments |0.00

 | | | | | Depth to cemented|0.00

 | | | | | pan |

 | | | | | Too acid |0.76

 | | | | | |
406 Soil Survey of

Table 13a.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

166B: | | | | | |

 Sabattis------------|Fair | |Poor | |Poor |

 | Organic matter |0.12 | Depth to wetness |0.00 | Depth to wetness |0.00

 | content | | Cobble content |0.98 | Hard to reclaim |0.00

 | Too acid |0.54 | | | (rock fragments)|

 | | | | | Rock fragments |0.05

 | | | | | Too acid |0.98

 | | | | | |

173C: | | | | | |

 Montreal------------|Fair | |Poor | |Poor |

 | Droughty |0.05 | Depth to wetness |0.00 | Hard to reclaim |0.00

 | Too acid |0.08 | Depth to cemented|0.00 | (dense layer) |

 | Depth to cemented|0.29 | pan | | Depth to wetness |0.00

 | pan | | Cobble content |0.50 | Rock fragments |0.00

 | | | Content of stones|0.99 | Depth to cemented|0.29

 | | | | | pan |

 | | | | | Too acid |0.76

 | | | | | |

 Paavola-------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to wetness |0.00 | Hard to reclaim |0.00

 | Wind erosion |0.00 | Depth to cemented|0.00 | (dense layer) |

 | Droughty |0.00 | pan | | Too sandy |0.00

 | Depth to cemented|0.16 | | | Rock fragments |0.00

 | pan | | | | Depth to wetness |0.00

 | Too acid |0.46 | | | Depth to cemented|0.16

 | | | | | pan |

 | | | | | |

 Dishno--------------|Fair | |Poor | |Poor |

 | Too acid |0.50 | Depth to wetness |0.00 | Depth to wetness |0.00

 | | | Depth to bedrock |0.04 | Hard to reclaim |0.50

 | | | | | (rock fragments)|

 | | | | | Too acid |0.50

 | | | | | Rock fragments |0.50

 | | | | | |

173E: | | | | | |

 Montreal------------|Fair | |Poor | |Poor |

 | Droughty |0.05 | Depth to wetness |0.00 | Hard to reclaim |0.00

 | Too acid |0.08 | Depth to cemented|0.00 | (dense layer) |

 | Depth to cemented|0.29 | pan | | Depth to wetness |0.00

 | pan | | Slope |0.18 | Slope |0.00

 | | | Cobble content |0.50 | Rock fragments |0.00

 | | | Content of stones|0.99 | Depth to cemented|0.29

 | | | | | pan |

 | | | | | Too acid |0.76

 | | | | | |

 Paavola-------------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to bedrock |0.00 | Hard to reclaim |0.00

 | Wind erosion |0.00 | Depth to wetness |0.00 | (dense layer) |

 | Droughty |0.00 | Slope |0.18 | Too sandy |0.00

 | Depth to bedrock |0.16 | | | Slope |0.00

 | Too acid |0.46 | | | Rock fragments |0.00

 | | | | | Depth to wetness |0.00

 | | | | | Depth to bedrock |0.16

 | | | | | |

 Dishno--------------|Fair | |Poor | |Poor |

 | Too acid |0.50 | Depth to wetness |0.00 | Depth to wetness |0.00

 | | | Depth to bedrock |0.04 | Slope |0.00

 | | | Slope |0.18 | Too acid |0.50

 | | | | | Rock fragments |0.50

 | | | | | Hard to reclaim |0.50

 | | | | | (rock fragments)|

 | | | | | |
Keweenaw County Area, Michigan 407

Table 13a.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

174B: | | | | | |

 Montreal------------|Fair | |Poor | |Poor |

 | Droughty |0.05 | Depth to wetness |0.00 | Hard to reclaim |0.00

 | Too acid |0.08 | Depth to cemented|0.00 | (dense layer) |

 | Depth to cemented|0.29 | pan | | Depth to wetness |0.00

 | pan | | Cobble content |0.50 | Rock fragments |0.00

 | | | Content of stones|0.99 | Depth to cemented|0.29

 | | | | | pan |

 | | | | | Too acid |0.76

 | | | | | |

 Dishno--------------|Fair | |Poor | |Poor |

 | Too acid |0.50 | Depth to wetness |0.00 | Depth to wetness |0.00

 | | | Depth to bedrock |0.04 | Hard to reclaim |0.50

 | | | | | (rock fragments)|

 | | | | | Too acid |0.50

 | | | | | Rock fragments |0.50

 | | | | | |

 Gratiot-------------|Poor | |Poor | |Poor |

 | Droughty |0.00 | Depth to wetness |0.00 | Hard to reclaim |0.00

 | Depth to cemented|0.00 | Depth to cemented|0.00 | (dense layer) |

 | pan | | pan | | Depth to wetness |0.00

 | Too acid |0.50 | Cobble content |0.97 | Rock fragments |0.00

 | | | | | Depth to cemented|0.00

 | | | | | pan |

 | | | | | Too acid |0.76

 | | | | | |

177A: | | | | | |

 Assinins------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to wetness |0.00 | Hard to reclaim |0.00

 | Organic matter |0.12 | | | (dense layer) |

 | content | | | | Depth to wetness |0.00

 | Too acid |0.50 | | | |

 | | | | | |

183C: | | | | | |

 Munising------------|Poor | |Poor | |Poor |

 | Depth to cemented|0.00 | Depth to wetness |0.00 | Hard to reclaim |0.00

 | pan | | Depth to cemented|0.00 | (dense layer) |

 | Too acid |0.12 | pan | | Depth to wetness |0.00

 | Droughty |0.26 | | | Depth to cemented|0.00

 | | | | | pan |

 | | | | | Too acid |0.59

 | | | | | |

 Abbaye--------------|Fair | |Poor | |Poor |

 | Organic matter |0.12 | Depth to bedrock |0.00 | Depth to wetness |0.00

 | content | | Depth to wetness |0.00 | Rock fragments |0.00

 | Droughty |0.26 | | | Depth to bedrock |0.54

 | Too acid |0.50 | | | |

 | Depth to bedrock |0.54 | | | |

 | | | | | |

 Yalmer--------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to wetness |0.00 | Hard to reclaim |0.00

 | Droughty |0.01 | Depth to cemented|0.00 | (dense layer) |

 | Too acid |0.01 | pan | | Depth to wetness |0.00

 | Too sandy |0.22 | | | Too sandy |0.22

 | Depth to cemented|0.36 | | | Depth to cemented|0.36

 | pan | | | | pan |

 | | | | | Too acid |0.59

 | | | | | Rock fragments |0.88

 | | | | | |
408 Soil Survey of

Table 13a.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

183E: | | | | | |

 Munising------------|Poor | |Poor | |Poor |

 | Depth to cemented|0.00 | Depth to wetness |0.00 | Hard to reclaim |0.00

 | pan | | Depth to cemented|0.00 | (dense layer) |

 | Too acid |0.12 | pan | | Depth to wetness |0.00

 | Droughty |0.26 | Slope |0.18 | Slope |0.00

 | | | | | Depth to cemented|0.00

 | | | | | pan |

 | | | | | Too acid |0.59

 | | | | | |

 Abbaye--------------|Fair | |Poor | |Poor |

 | Organic matter |0.12 | Depth to bedrock |0.00 | Depth to wetness |0.00

 | content | | Depth to wetness |0.00 | Rock fragments |0.00

 | Droughty |0.26 | Slope |0.18 | Slope |0.00

 | Too acid |0.50 | | | Depth to bedrock |0.54

 | Depth to bedrock |0.54 | | | |

 | | | | | |

 Yalmer--------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to wetness |0.00 | Hard to reclaim |0.00

 | Droughty |0.01 | Depth to cemented|0.00 | (dense layer) |

 | Too acid |0.01 | pan | | Depth to wetness |0.00

 | Too sandy |0.22 | Slope |0.18 | Slope |0.00

 | Depth to cemented|0.36 | | | Too sandy |0.22

 | pan | | | | Depth to cemented|0.36

 | | | | | pan |

 | | | | | Too acid |0.59

 | | | | | Rock fragments |0.88

 | | | | | |

184C: | | | | | |

 Munising------------|Poor | |Poor | |Poor |

 | Depth to cemented|0.00 | Depth to wetness |0.00 | Hard to reclaim |0.00

 | Too acid |0.12 | Depth to cemented|0.00 | (dense layer) |

 | Droughty |0.26 | pan | | Depth to wetness |0.00

 | | | | | Depth to cemented|0.00

 | | | | | pan |

 | | | | | Too acid |0.59

 | | | | | |

 Yalmer--------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to wetness |0.00 | Hard to reclaim |0.00

 | Droughty |0.01 | Depth to cemented|0.00 | (dense layer) |

 | Too acid |0.01 | pan | | Depth to wetness |0.00

 | Too sandy |0.22 | | | Too sandy |0.22

 | Depth to cemented|0.36 | | | Depth to cemented|0.36

 | pan | | | | pan |

 | | | | | Too acid |0.59

 | | | | | Rock fragments |0.88

 | | | | | |

184E: | | | | | |

 Munising------------|Poor | |Poor | |Poor |

 | Depth to cemented|0.00 | Depth to wetness |0.00 | Hard to reclaim |0.00

 | pan | | Depth to cemented|0.00 | (dense layer) |

 | Too acid |0.12 | pan | | Depth to wetness |0.00

 | Droughty |0.26 | Slope |0.18 | Slope |0.00

 | | | | | Depth to cemented|0.00

 | | | | | pan |

 | | | | | Too acid |0.59

 | | | | | |
Keweenaw County Area, Michigan 409

Table 13a.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

184E: | | | | | |

 Yalmer--------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to wetness |0.00 | Hard to reclaim |0.00

 | Droughty |0.01 | Depth to cemented|0.00 | (dense layer) |

 | Too acid |0.01 | pan | | Depth to wetness |0.00

 | Too sandy |0.22 | Slope |0.18 | Slope |0.00

 | Depth to cemented|0.36 | | | Too sandy |0.22

 | pan | | | | Depth to cemented|0.36

 | | | | | pan |

 | | | | | Too acid |0.59

 | | | | | Rock fragments |0.88

 | | | | | |

185B: | | | | | |

 Munising------------|Poor | |Poor | |Poor |

 | Depth to cemented|0.00 | Depth to wetness |0.00 | Hard to reclaim |0.00

 | pan | | Depth to cemented|0.00 | (dense layer) |

 | Too acid |0.12 | pan | | Depth to wetness |0.00

 | Droughty |0.26 | | | Depth to cemented|0.00

 | | | | | pan |

 | | | | | Too acid |0.59

 | | | | | |

 Skanee--------------|Poor | |Poor | |Poor |

 | Droughty |0.00 | Depth to wetness |0.00 | Hard to reclaim |0.00

 | Depth to cemented|0.00 | Depth to cemented|0.00 | (dense layer) |

 | pan | | pan | | Depth to wetness |0.00

 | Too acid |0.12 | | | Depth to cemented|0.00

 | | | | | pan |

 | | | | | Too acid |0.68

 | | | | | |

185C: | | | | | |

 Munising------------|Poor | |Poor | |Poor |

 | Depth to cemented|0.00 | Depth to wetness |0.00 | Hard to reclaim |0.00

 | pan | | Depth to cemented|0.00 | (dense layer) |

 | Too acid |0.12 | pan | | Depth to wetness |0.00

 | Droughty |0.26 | | | Depth to cemented|0.00

 | | | | | pan |

 | | | | | Too acid |0.59

 | | | | | Slope |0.84

 | | | | | |

 Skanee--------------|Poor | |Poor | |Poor |

 | Droughty |0.00 | Depth to wetness |0.00 | Hard to reclaim |0.00

 | Depth to cemented|0.00 | Depth to cemented|0.00 | (dense layer) |

 | pan | | pan | | Depth to wetness |0.00

 | Too acid |0.12 | | | Depth to cemented|0.00

 | | | | | pan |

 | | | | | Too acid |0.68

 | | | | | |

187A: | | | | | |

 Skanee--------------|Poor | |Poor | |Poor |

 | Droughty |0.00 | Depth to wetness |0.00 | Hard to reclaim |0.00

 | Depth to cemented|0.00 | Depth to cemented|0.00 | (dense layer) |

 | pan | | pan | | Depth to wetness |0.00

 | Too acid |0.12 | | | Depth to cemented|0.00

 | | | | | pan |

 | | | | | Too acid |0.68

 | | | | | |

 Gay-----------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to wetness |0.00 | Hard to reclaim |0.00

 | Organic matter |0.12 | | | (dense layer) |

 | content | | | | Depth to wetness |0.00

 | Too acid |0.50 | | | |

 | | | | | |
410 Soil Survey of

Table 13a.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

192B: | | | | | |

 Nipissing-----------|Poor | |Poor | |Poor |

 | Droughty |0.00 | Depth to bedrock |0.00 | Rock fragments |0.00

 | Cobble content |0.29 | Cobble content |0.00 | Depth to bedrock |0.99

 | Too acid |0.50 | | | |

 | Depth to bedrock |0.99 | | | |

 | | | | | |

 Arcadian------------|Poor | |Poor | |Poor |

 | Droughty |0.00 | Depth to bedrock |0.00 | Rock fragments |0.00

 | Depth to bedrock |0.00 | | | Depth to bedrock |0.00

 | Too acid |0.50 | | | Too sandy |0.78

 | Too sandy |0.78 | | | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

194B: | | | | | |

 Copper Harbor-------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Depth to wetness |0.53 | Too sandy |0.00

 | Organic matter |0.12 | | | Hard to reclaim |0.00

 | content | | | | (rock fragments)|

 | Too acid |0.68 | | | Rock fragments |0.00

 | Droughty |0.90 | | | Depth to wetness |0.53

 | | | | | |

195B: | | | | | |

 Copper Harbor-------|Poor | |Fair | |Poor |

 | Too sandy |0.00 | Depth to wetness |0.53 | Too sandy |0.00

 | Organic matter |0.12 | | | Hard to reclaim |0.00

 | content | | | | (rock fragments)|

 | Too acid |0.68 | | | Rock fragments |0.00

 | Droughty |0.90 | | | Depth to wetness |0.53

 | | | | | |

 Bete Grise----------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to wetness |0.00 | Too sandy |0.00

 | Droughty |0.08 | | | Depth to wetness |0.00

 | Organic matter |0.12 | | | Rock fragments |0.00

 | content | | | | Hard to reclaim |0.00

 | Too acid |0.32 | | | (rock fragments)|

 | | | | | |

196B: | | | | | |

 Bete Grise----------|Poor | |Poor | |Poor |

 | Too sandy |0.00 | Depth to wetness |0.00 | Too sandy |0.00

 | Droughty |0.08 | | | Depth to wetness |0.00

 | Organic matter |0.12 | | | Rock fragments |0.00

 | content | | | | Hard to reclaim |0.00

 | Too acid |0.32 | | | (rock fragments)|

 | | | | | |

 Tawas---------------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to wetness |0.00 | Depth to wetness |0.00

 | Organic matter |0.00 | | | Organic matter |0.00

 | content | | | | content |

 | Too acid |0.68 | | | |

 | | | | | |

301: | | | | | |

 Udorthents----------|Fair | |Good | |Good |

 | Organic matter |0.12 | | | |

 | content | | | | |

 | Too acid |0.68 | | | |

 | | | | | |
Keweenaw County Area, Michigan 411

Table 13a.--Construction Materials--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Potential as source of | Potential as source | Potential as source

 and soil name | reclamation material | of roadfill | of topsoil

 | | | _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

301: | | | | | |

 Udipsamments--------|Poor | |Good | |Poor |

 | Too sandy |0.00 | | | Too sandy |0.00

 | Wind erosion |0.00 | | | |

 | Organic matter |0.12 | | | |

 | content | | | | |

 | Too acid |0.84 | | | |

 | Droughty |0.96 | | | |

 | | | | | |

302: | | | | | |

 Histosols-----------|Poor | |Poor | |Poor |

 | Wind erosion |0.00 | Depth to wetness |0.00 | Depth to wetness |0.00

 | Too acid |0.68 | | | Organic matter |0.00

 | | | | | content |

 | | | | | |

 Aquents-------------|Fair | |Poor | |Poor |

 | Too acid |0.68 | Depth to wetness |0.00 | Depth to wetness |0.00

 | | | | | Rock fragments |0.88

 | | | | | |

303: | | | | | |

 Aquents-------------|Fair | |Poor | |Poor |

 | Too acid |0.68 | Depth to wetness |0.00 | Depth to wetness |0.00

 | | | | | Rock fragments |0.88

 | | | | | |

 Dumps, stamp sand---|Not rated | |Not rated | |Not rated |

 | | | | | |

310: | | | | | |

 Dumps, mine---------|Not rated | |Not rated | |Not rated |

 | | | | | |

311: | | | | | |

 Dumps, stamp sand---|Not rated | |Not rated | |Not rated |

 | | | | | |

312: | | | | | |

 Pits----------------|Not rated | |Not rated | |Not rated |

 | | | | | |

313: | | | | | |

 Dumps, sawdust------|Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
412 Soil Survey of

Table 13b.--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 greater the value,

 the greater the likelihood that the bottom layer or thickest layer

 of the soil is a source of sand or gravel. "Not rated" indicates

 that data are not available or that no rating is applicable. See

 text for further explanation of ratings in this table)

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

2: | | | |

 Lupton--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Tawas---------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.75

 | | | |

3: | | | |

 Dawson--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.82

 | | | |

 Loxley--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

6: | | | |

 Skandia-------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Burt----------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.75

 | | | |

10: | | | |

 Cathro--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Sabattis------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.15 | Bottom layer |0.03

 | | | |

13: | | | |

 Tawas---------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.75

 | | | |

 Deford--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.75

 | | | |

15B: | | | |

 Dawson--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.82

 | | | |
Keweenaw County Area, Michigan 413

Table 13b.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

15B: | | | |

 Croswell------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.82

 | Thickest layer |0.00 | Thickest layer |0.82

 | | | |

20E: | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

21G: | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

 Arcadian------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.57 | Bottom layer |0.03

 | | | |

39A: | | | |

 Betsy Bay-----------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.20

 | Thickest layer |0.00 | Bottom layer |0.38

 | | | |

 Burt----------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.75

 | | | |

 Deford--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.75

 | | | |

47A: | | | |

 Zeba----------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Jacobsville---------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

51C: | | | |

 Arcadian------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.57 | Bottom layer |0.03

 | | | |

 Nipissing-----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

51E: | | | |

 Arcadian------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.57 | Bottom layer |0.03

 | | | |

 Nipissing-----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |
414 Soil Survey of

Table 13b.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

52C: | | | |

 Arcadian------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.57 | Bottom layer |0.03

 | | | |

 Dishno--------------|Fair | |Fair |

 | Thickest layer |0.15 | Thickest layer |0.00

 | Bottom layer |0.57 | Bottom layer |0.10

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

52E: | | | |

 Arcadian------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.57 | Bottom layer |0.03

 | | | |

 Dishno--------------|Fair | |Fair |

 | Thickest layer |0.15 | Thickest layer |0.00

 | Bottom layer |0.57 | Bottom layer |0.10

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

53E: | | | |

 Arcadian------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.57 | Bottom layer |0.03

 | | | |

 Michigamme----------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.10

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

53F: | | | |

 Arcadian------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.57 | Bottom layer |0.03

 | | | |

 Michigamme----------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.10

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

55B: | | | |

 Chocolay------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

100B: | | | |

 Waiska--------------|Fair | |Fair |

 | Thickest layer |0.47 | Thickest layer |0.47

 | Bottom layer |0.71 | Bottom layer |0.71

 | | | |

100D: | | | |

 Waiska--------------|Fair | |Fair |

 | Thickest layer |0.47 | Thickest layer |0.47

 | Bottom layer |0.71 | Bottom layer |0.71

 | | | |
Keweenaw County Area, Michigan 415

Table 13b.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

102C: | | | |

 Waiska--------------|Fair | |Fair |

 | Thickest layer |0.47 | Thickest layer |0.47

 | Bottom layer |0.71 | Bottom layer |0.71

 | | | |

 Garlic--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.75

 | Thickest layer |0.00 | Thickest layer |0.75

 | | | |

102E: | | | |

 Waiska--------------|Fair | |Fair |

 | Thickest layer |0.47 | Thickest layer |0.47

 | Bottom layer |0.71 | Bottom layer |0.71

 | | | |

 Garlic--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.75

 | Thickest layer |0.00 | Thickest layer |0.75

 | | | |

102F: | | | |

 Waiska--------------|Fair | |Fair |

 | Thickest layer |0.47 | Thickest layer |0.47

 | Bottom layer |0.71 | Bottom layer |0.71

 | | | |

 Garlic--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.75

 | Thickest layer |0.00 | Thickest layer |0.75

 | | | |

110B: | | | |

 Shelldrake----------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.95

 | Thickest layer |0.00 | Thickest layer |0.95

 | | | |

 Croswell------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.82

 | Thickest layer |0.00 | Thickest layer |0.82

 | | | |

111B: | | | |

 Deer Park-----------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.27

 | Thickest layer |0.00 | Thickest layer |0.27

 | | | |

111D: | | | |

 Deer Park-----------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.27

 | Thickest layer |0.00 | Thickest layer |0.27

 | | | |

111E: | | | |

 Deer Park-----------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.27

 | Thickest layer |0.00 | Thickest layer |0.27

 | | | |

111F: | | | |

 Deer Park-----------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.27

 | Thickest layer |0.00 | Thickest layer |0.27

 | | | |

112C: | | | |

 Deer Park-----------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.27

 | Thickest layer |0.00 | Thickest layer |0.27

 | | | |
416 Soil Survey of

Table 13b.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

112C: | | | |

 Croswell------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.82

 | Thickest layer |0.00 | Thickest layer |0.82

 | | | |

113C: | | | |

 Rubicon-------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.82

 | Thickest layer |0.00 | Thickest layer |0.82

 | | | |

 Croswell------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.82

 | Thickest layer |0.00 | Thickest layer |0.82

 | | | |

120B: | | | |

 Garlic--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.75

 | Thickest layer |0.00 | Thickest layer |0.75

 | | | |

120D: | | | |

 Garlic--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.75

 | Thickest layer |0.00 | Thickest layer |0.75

 | | | |

120E: | | | |

 Garlic--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.75

 | Thickest layer |0.00 | Thickest layer |0.75

 | | | |

125A: | | | |

 Croswell------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.82

 | Thickest layer |0.00 | Thickest layer |0.82

 | | | |

 Au Gres-------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.75

 | Thickest layer |0.00 | Thickest layer |0.75

 | | | |

126B: | | | |

 Au Gres-------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.75

 | Thickest layer |0.00 | Thickest layer |0.75

 | | | |

 Deford--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.75

 | | | |

 Croswell------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.82

 | Thickest layer |0.00 | Thickest layer |0.82

 | | | |

127A: | | | |

 Au Gres-------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.75

 | Thickest layer |0.00 | Thickest layer |0.75

 | | | |

 Kinross-------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.75

 | Thickest layer |0.00 | Thickest layer |0.75

 | | | |
Keweenaw County Area, Michigan 417

Table 13b.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

130C: | | | |

 Garlic--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.75

 | Thickest layer |0.00 | Thickest layer |0.75

 | | | |

 Alcona--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.11

 | Thickest layer |0.00 | Bottom layer |0.27

 | | | |

130E: | | | |

 Garlic--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.75

 | Thickest layer |0.00 | Thickest layer |0.75

 | | | |

 Alcona--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.11

 | Thickest layer |0.00 | Bottom layer |0.27

 | | | |

133C: | | | |

 Keweenaw------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.08

 | Thickest layer |0.00 | Thickest layer |0.08

 | | | |

 Garlic--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.75

 | Thickest layer |0.00 | Thickest layer |0.75

 | | | |

133E: | | | |

 Keweenaw------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.08

 | Thickest layer |0.00 | Thickest layer |0.08

 | | | |

 Garlic--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.75

 | Thickest layer |0.00 | Thickest layer |0.75

 | | | |

133F: | | | |

 Keweenaw------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.08

 | Thickest layer |0.00 | Thickest layer |0.08

 | | | |

 Garlic--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.75

 | Thickest layer |0.00 | Thickest layer |0.75

 | | | |

136B: | | | |

 Borgstrom-----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Ingalls-------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.72

 | | | |

142C: | | | |

 Wallace-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.19

 | Thickest layer |0.00 | Bottom layer |0.93

 | | | |
418 Soil Survey of

Table 13b.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

142C: | | | |

 Rubicon-------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.82

 | Thickest layer |0.00 | Thickest layer |0.82

 | | | |

142F: | | | |

 Wallace-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.19

 | Thickest layer |0.00 | Bottom layer |0.93

 | | | |

 Rubicon-------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.82

 | Thickest layer |0.00 | Thickest layer |0.82

 | | | |

155C: | | | |

 Montreal------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.14 | Bottom layer |0.03

 | | | |

 Paavola-------------|Fair | |Fair |

 | Thickest layer |0.06 | Thickest layer |0.06

 | Bottom layer |0.57 | Bottom layer |0.10

 | | | |

 Waiska--------------|Fair | |Fair |

 | Thickest layer |0.47 | Thickest layer |0.47

 | Bottom layer |0.71 | Bottom layer |0.71

 | | | |

155E: | | | |

 Montreal------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.14 | Bottom layer |0.03

 | | | |

 Paavola-------------|Fair | |Fair |

 | Thickest layer |0.06 | Thickest layer |0.06

 | Bottom layer |0.64 | Bottom layer |0.07

 | | | |

 Waiska--------------|Fair | |Fair |

 | Thickest layer |0.47 | Thickest layer |0.47

 | Bottom layer |0.71 | Bottom layer |0.71

 | | | |

158A: | | | |

 Arnheim-------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.01

 | Thickest layer |0.00 | Bottom layer |0.10

 | | | |

 Sturgeon------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.10

 | Thickest layer |0.00 | Thickest layer |0.10

 | | | |

 Pelkie--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.02

 | Thickest layer |0.00 | Bottom layer |0.03

 | | | |

161F: | | | |

 Trimountain---------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.15 | Bottom layer |0.04

 | | | |
Keweenaw County Area, Michigan 419

Table 13b.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

161F: | | | |

 Lac La Belle--------|Fair | |Fair |

 | Thickest layer |0.44 | Bottom layer |0.08

 | Bottom layer |0.51 | Thickest layer |0.08

 | | | |

 Waiska--------------|Fair | |Fair |

 | Thickest layer |0.47 | Thickest layer |0.47

 | Bottom layer |0.71 | Bottom layer |0.71

 | | | |

162F: | | | |

 Trimountain---------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.15 | Bottom layer |0.04

 | | | |

 Lac La Belle--------|Fair | |Fair |

 | Thickest layer |0.44 | Bottom layer |0.08

 | Bottom layer |0.51 | Thickest layer |0.08

 | | | |

 Michigamme----------|Poor | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.00 | Bottom layer |0.10

 | | | |

166B: | | | |

 Gratiot-------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.68 | Bottom layer |0.01

 | | | |

 Sabattis------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.15 | Bottom layer |0.03

 | | | |

173C: | | | |

 Montreal------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.14 | Bottom layer |0.03

 | | | |

 Paavola-------------|Fair | |Fair |

 | Thickest layer |0.06 | Thickest layer |0.06

 | Bottom layer |0.64 | Bottom layer |0.07

 | | | |

 Dishno--------------|Fair | |Fair |

 | Thickest layer |0.15 | Thickest layer |0.00

 | Bottom layer |0.57 | Bottom layer |0.10

 | | | |

173E: | | | |

 Montreal------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.14 | Bottom layer |0.03

 | | | |

 Paavola-------------|Fair | |Fair |

 | Thickest layer |0.06 | Thickest layer |0.06

 | Bottom layer |0.57 | Bottom layer |0.10

 | | | |

 Dishno--------------|Fair | |Fair |

 | Thickest layer |0.15 | Thickest layer |0.00

 | Bottom layer |0.57 | Bottom layer |0.10

 | | | |
420 Soil Survey of

Table 13b.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

174B: | | | |

 Montreal------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.14 | Bottom layer |0.03

 | | | |

 Dishno--------------|Fair | |Fair |

 | Thickest layer |0.15 | Thickest layer |0.00

 | Bottom layer |0.57 | Bottom layer |0.10

 | | | |

 Gratiot-------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.68 | Bottom layer |0.01

 | | | |

177A: | | | |

 Assinins------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.02

 | Thickest layer |0.00 | Thickest layer |0.02

 | | | |

183C: | | | |

 Munising------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.01

 | | | |

 Abbaye--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Yalmer--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.04

 | Thickest layer |0.00 | Thickest layer |0.10

 | | | |

183E: | | | |

 Munising------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.01

 | | | |

 Abbaye--------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Yalmer--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.04

 | Thickest layer |0.00 | Thickest layer |0.10

 | | | |

184C: | | | |

 Munising------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.01

 | | | |

 Yalmer--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.04

 | Thickest layer |0.00 | Thickest layer |0.10

 | | | |

184E: | | | |

 Munising------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.01

 | | | |

 Yalmer--------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.04

 | Thickest layer |0.00 | Thickest layer |0.10

 | | | |
Keweenaw County Area, Michigan 421

Table 13b.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

185B: | | | |

 Munising------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.01

 | | | |

 Skanee--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.01

 | | | |

185C: | | | |

 Munising------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.01

 | | | |

 Skanee--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.01

 | | | |

187A: | | | |

 Skanee--------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.01

 | | | |

 Gay-----------------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.03

 | Thickest layer |0.00 | Thickest layer |0.03

 | | | |

192B: | | | |

 Nipissing-----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Arcadian------------|Fair | |Fair |

 | Thickest layer |0.00 | Thickest layer |0.00

 | Bottom layer |0.57 | Bottom layer |0.03

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

194B: | | | |

 Copper Harbor-------|Fair | |Fair |

 | Thickest layer |0.30 | Bottom layer |0.16

 | Bottom layer |0.57 | Thickest layer |0.30

 | | | |

195B: | | | |

 Copper Harbor-------|Fair | |Fair |

 | Thickest layer |0.30 | Bottom layer |0.16

 | Bottom layer |0.57 | Thickest layer |0.30

 | | | |

 Bete Grise----------|Fair | |Fair |

 | Bottom layer |0.29 | Bottom layer |0.29

 | Thickest layer |0.41 | Thickest layer |0.38

 | | | |

196B: | | | |

 Bete Grise----------|Fair | |Fair |

 | Bottom layer |0.29 | Bottom layer |0.29

 | Thickest layer |0.41 | Thickest layer |0.38

 | | | |

 Tawas---------------|Poor | |Fair |

 | Bottom layer |0.00 | Thickest layer |0.00

 | Thickest layer |0.00 | Bottom layer |0.75

 | | | |
422 Soil Survey of

Table 13b.--Construction Materials--Continued

_________________________________________________________________________

 | |

 Map symbol | Potential as source | Potential as source

 and soil name | of gravel | of sand

 | | ___________________________________________________

 | Rating class |Value| Rating class |Value _________________________________________________________________________

 | | | |

301: | | | |

 Udorthents----------|Not rated | |Not rated |

 | | | |

 Udipsamments--------|Poor | |Fair |

 | Bottom layer |0.00 | Bottom layer |0.89

 | Thickest layer |0.00 | Thickest layer |0.89

 | | | |

302: | | | |

 Histosols-----------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Aquents-------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

303: | | | |

 Aquents-------------|Poor | |Poor |

 | Bottom layer |0.00 | Bottom layer |0.00

 | Thickest layer |0.00 | Thickest layer |0.00

 | | | |

 Dumps, stamp sand---|Not rated | |Not rated |

 | | | |

310: | | | |

 Dumps, mine---------|Not rated | |Not rated |

 | | | |

311: | | | |

 Dumps, stamp sand---|Not rated | |Not rated |

 | | | |

312: | | | |

 Pits----------------|Not rated | |Not rated |

 | | | |

313: | | | |

 Dumps, sawdust------|Not rated | |Not rated |

 | | | |

W: | | | |

 Water---------------|Not rated | |Not rated |

 | | | | _________________________________________________________________________
Keweenaw County Area, Michigan 423

Table 14a.--Water Management

(The information in this table indicates the dominant soil condition but

 does not eliminate the need for onsite investigation. The numbers in

 the value columns range from 0.01 to 1.00. The larger the value, the

 greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further

 explanation of ratings in this table)

_________________________________________________________________________

 | |

 Map symbol | Grassed | Drainage

 and soil name | waterways |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

2: | | | |

 Lupton--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Organic matter |1.00

 | | | content |

 | | | Frost action |1.00

 | | | Ponding |1.00

 | | | Cutbanks cave |1.00

 | | | |

 Tawas---------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Cutbanks cave |1.00

 | | | Frost action |1.00

 | | | Ponding |1.00

 | | | Organic matter |1.00

 | | | content |

 | | | |

3: | | | |

 Dawson--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Cutbanks cave |1.00

 | | | Frost action |1.00

 | | | Ponding |1.00

 | | | Organic matter |1.00

 | | | content |

 | | | |

 Loxley--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Organic matter |1.00

 | | | content |

 | | | Frost action |1.00

 | | | Too acid |1.00

 | | | Ponding |1.00

 | | | |

6: | | | |

 Skandia-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to bedrock |1.00

 | saturated zone | | Depth to |1.00

 | Depth to bedrock |1.00 | saturated zone |

 | | | Organic matter |1.00

 | | | content |

 | | | Frost action |1.00

 | | | Ponding |1.00

 | | | |
424 Soil Survey of

Table 14a.--Water Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Grassed | Drainage

 and soil name | waterways |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

6: | | | |

 Burt----------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Droughty |0.91 | Deep to water |1.00

 | | | Ponding |1.00

 | | | Cutbanks cave |1.00

 | | | |

10: | | | |

 Cathro--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Frost action |1.00

 | | | Cutbanks cave |1.00

 | | | Ponding |1.00

 | | | Organic matter |1.00

 | | | content |

 | | | |

 Sabattis------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Water erosion |0.56 | Frost action |1.00

 | Cobble content |0.02 | Cutbanks cave |1.00

 | | | Ponding |1.00

 | | | |

13: | | | |

 Tawas---------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Cutbanks cave |1.00

 | | | Frost action |1.00

 | | | Ponding |1.00

 | | | Organic matter |1.00

 | | | content |

 | | | |

 Deford--------------|Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00

 | Slope |0.04 | saturated zone |

 | | | Cutbanks cave |1.00

 | | | |

15B: | | | |

 Dawson--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Cutbanks cave |1.00

 | | | Frost action |1.00

 | | | Ponding |1.00

 | | | Organic matter |1.00

 | | | content |

 | | | |

 Croswell------------|Somewhat limited | |Very limited |

 | Depth to |0.86 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Droughty |0.44 | Cutbanks cave |1.00

 | Slope |0.16 | |

 | | | |

20E: | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |
Keweenaw County Area, Michigan 425

Table 14a.--Water Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Grassed | Drainage

 and soil name | waterways |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

21G: | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

 Arcadian------------|Very limited | |Very limited |

 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Slope |1.00

 | Droughty |1.00 | Deep to water |1.00

 | | | Cutbanks cave |1.00

 | | | |

39A: | | | |

 Betsy Bay-----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Depth to bedrock |0.94 | Cutbanks cave |1.00

 | Droughty |0.20 | Depth to bedrock |0.93

 | Slope |0.04 | |

 | | | |

 Burt----------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Droughty |0.91 | Deep to water |1.00

 | | | Ponding |1.00

 | | | Cutbanks cave |1.00

 | | | |

 Deford--------------|Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00

 | | | saturated zone |

 | | | Cutbanks cave |1.00

 | | | |

47A: | | | |

 Zeba----------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |0.99 | Frost action |1.00

 | permeability | | Cutbanks cave |1.00

 | Water erosion |0.17 | |

 | Slope |0.04 | |

 | | | |

 Jacobsville---------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Cutbanks cave |1.00

 | | | Frost action |1.00

 | | | Ponding |1.00

 | | | |

51C: | | | |

 Arcadian------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Droughty |1.00 | Deep to water |1.00

 | Slope |0.95 | Cutbanks cave |1.00

 | | | |
426 Soil Survey of

Table 14a.--Water Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Grassed | Drainage

 and soil name | waterways |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

51C: | | | |

 Nipissing-----------|Very limited | |Very limited |

 | Cobble content |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Deep to water |1.00

 | Slope |0.95 | Cutbanks cave |1.00

 | Droughty |0.42 | Large stones |0.77

 | Water erosion |0.17 | |

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

51E: | | | |

 Arcadian------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Slope |1.00 | Deep to water |1.00

 | Droughty |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00

 | | | |

 Nipissing-----------|Very limited | |Very limited |

 | Cobble content |1.00 | Depth to bedrock |1.00

 | Slope |1.00 | Deep to water |1.00

 | Depth to bedrock |1.00 | Slope |1.00

 | Droughty |0.42 | Cutbanks cave |1.00

 | Water erosion |0.17 | Large stones |0.77

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

52C: | | | |

 Arcadian------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Droughty |1.00 | Deep to water |1.00

 | Slope |0.95 | Cutbanks cave |1.00

 | | | |

 Dishno--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Depth to bedrock |0.96 | Cutbanks cave |1.00

 | Slope |0.95 | Depth to bedrock |0.96

 | Water erosion |0.89 | |

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

52E: | | | |

 Arcadian------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Slope |1.00 | Deep to water |1.00

 | Droughty |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00

 | | | |

 Dishno--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |1.00 | Cutbanks cave |1.00

 | Depth to bedrock |0.96 | Slope |1.00

 | Water erosion |0.89 | Depth to bedrock |0.96

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |
Keweenaw County Area, Michigan 427

Table 14a.--Water Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Grassed | Drainage

 and soil name | waterways |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

53E: | | | |

 Arcadian------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Slope |1.00 | Deep to water |1.00

 | Droughty |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00

 | | | |

 Michigamme----------|Very limited | |Very limited |

 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Cutbanks cave |1.00

 | Water erosion |0.56 | Deep to water |1.00

 | Cobble content |0.30 | Slope |1.00

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

53F: | | | |

 Arcadian------------|Very limited | |Very limited |

 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Slope |1.00

 | Droughty |1.00 | Deep to water |1.00

 | | | Cutbanks cave |1.00

 | | | |

 Michigamme----------|Very limited | |Very limited |

 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Slope |1.00

 | Water erosion |0.56 | Cutbanks cave |1.00

 | Cobble content |0.30 | Deep to water |1.00

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

55B: | | | |

 Chocolay------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to bedrock |1.00

 | saturated zone | | Depth to |1.00

 | Depth to bedrock |1.00 | saturated zone |

 | Droughty |0.99 | Cutbanks cave |1.00

 | Slope |0.62 | |

 | | | |

100B: | | | |

 Waiska--------------|Somewhat limited | |Very limited |

 | Droughty |1.00 | Cutbanks cave |1.00

 | Slope |0.36 | Deep to water |1.00

 | | | |

100D: | | | |

 Waiska--------------|Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00

 | Droughty |1.00 | Deep to water |1.00

 | | | Slope |0.63

 | | | |

102C: | | | |

 Waiska--------------|Somewhat limited | |Very limited |

 | Droughty |1.00 | Cutbanks cave |1.00

 | Slope |0.95 | Deep to water |1.00

 | | | |

 Garlic--------------|Somewhat limited | |Very limited |

 | Slope |0.95 | Cutbanks cave |1.00

 | Droughty |0.40 | Deep to water |1.00

 | | | |
428 Soil Survey of

Table 14a.--Water Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Grassed | Drainage

 and soil name | waterways |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

102E: | | | |

 Waiska--------------|Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00

 | Droughty |1.00 | Deep to water |1.00

 | | | Slope |1.00

 | | | |

 Garlic--------------|Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00

 | Droughty |0.40 | Deep to water |1.00

 | | | Slope |1.00

 | | | |

102F: | | | |

 Waiska--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Droughty |1.00 | Cutbanks cave |1.00

 | | | Deep to water |1.00

 | | | |

 Garlic--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Droughty |0.40 | Cutbanks cave |1.00

 | | | Deep to water |1.00

 | | | |

110B: | | | |

 Shelldrake----------|Very limited | |Very limited |

 | Droughty |1.00 | Cutbanks cave |1.00

 | Slope |0.62 | Deep to water |1.00

 | | | |

 Croswell------------|Somewhat limited | |Very limited |

 | Depth to |0.86 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Droughty |0.44 | Cutbanks cave |1.00

 | Slope |0.36 | |

 | | | |

111B: | | | |

 Deer Park-----------|Somewhat limited | |Very limited |

 | Slope |0.36 | Cutbanks cave |1.00

 | Droughty |0.18 | Deep to water |1.00

 | | | |

111D: | | | |

 Deer Park-----------|Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00

 | Droughty |0.18 | Deep to water |1.00

 | | | Slope |0.63

 | | | |

111E: | | | |

 Deer Park-----------|Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00

 | Droughty |0.18 | Deep to water |1.00

 | | | Slope |1.00

 | | | |

111F: | | | |

 Deer Park-----------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Droughty |0.18 | Cutbanks cave |1.00

 | | | Deep to water |1.00

 | | | |
Keweenaw County Area, Michigan 429

Table 14a.--Water Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Grassed | Drainage

 and soil name | waterways |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

112C: | | | |

 Deer Park-----------|Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00

 | Droughty |0.18 | Deep to water |1.00

 | | | |

 Croswell------------|Somewhat limited | |Very limited |

 | Depth to |0.86 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Droughty |0.44 | Cutbanks cave |1.00

 | Slope |0.36 | |

 | | | |

113C: | | | |

 Rubicon-------------|Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00

 | Droughty |0.45 | Deep to water |1.00

 | | | |

 Croswell------------|Somewhat limited | |Very limited |

 | Depth to |0.86 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Droughty |0.44 | Cutbanks cave |1.00

 | Slope |0.36 | |

 | | | |

120B: | | | |

 Garlic--------------|Somewhat limited | |Very limited |

 | Droughty |0.40 | Cutbanks cave |1.00

 | Slope |0.36 | Deep to water |1.00

 | | | |

120D: | | | |

 Garlic--------------|Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00

 | Droughty |0.40 | Deep to water |1.00

 | | | Slope |0.63

 | | | |

120E: | | | |

 Garlic--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Droughty |0.40 | Cutbanks cave |1.00

 | | | Deep to water |1.00

 | | | |

125A: | | | |

 Croswell------------|Somewhat limited | |Very limited |

 | Depth to |0.86 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Droughty |0.44 | Cutbanks cave |1.00

 | Slope |0.04 | |

 | | | |

 Au Gres-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |0.16 | Cutbanks cave |1.00

 | | | |

126B: | | | |

 Au Gres-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |0.04 | Cutbanks cave |1.00

 | | | |
430 Soil Survey of

Table 14a.--Water Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Grassed | Drainage

 and soil name | waterways |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

126B: | | | |

 Deford--------------|Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00

 | | | saturated zone |

 | | | Cutbanks cave |1.00

 | | | |

 Croswell------------|Somewhat limited | |Very limited |

 | Depth to |0.86 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |0.62 | Cutbanks cave |1.00

 | Droughty |0.44 | |

 | | | |

127A: | | | |

 Au Gres-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |0.04 | Cutbanks cave |1.00

 | | | |

 Kinross-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Cutbanks cave |1.00

 | | | Ponding |1.00

 | | | |

130C: | | | |

 Garlic--------------|Somewhat limited | |Very limited |

 | Slope |0.95 | Cutbanks cave |1.00

 | Droughty |0.40 | Deep to water |1.00

 | | | |

 Alcona--------------|Somewhat limited | |Very limited |

 | Slope |0.95 | Cutbanks cave |1.00

 | Water erosion |0.01 | Deep to water |1.00

 | | | |

130E: | | | |

 Garlic--------------|Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00

 | Droughty |0.40 | Deep to water |1.00

 | | | Slope |1.00

 | | | |

 Alcona--------------|Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00

 | Water erosion |0.01 | Deep to water |1.00

 | | | Slope |1.00

 | | | |

133C: | | | |

 Keweenaw------------|Somewhat limited | |Very limited |

 | Slope |0.95 | Cutbanks cave |1.00

 | | | Deep to water |1.00

 | | | |

 Garlic--------------|Somewhat limited | |Very limited |

 | Slope |0.95 | Cutbanks cave |1.00

 | Droughty |0.40 | Deep to water |1.00

 | | | |

133E: | | | |

 Keweenaw------------|Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00

 | | | Deep to water |1.00

 | | | Slope |1.00

 | | | |
Keweenaw County Area, Michigan 431

Table 14a.--Water Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Grassed | Drainage

 and soil name | waterways |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

133E: | | | |

 Garlic--------------|Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00

 | Droughty |0.40 | Deep to water |1.00

 | | | Slope |1.00

 | | | |

133F: | | | |

 Keweenaw------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | | | Cutbanks cave |1.00

 | | | Deep to water |1.00

 | | | |

 Garlic--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Droughty |0.40 | Cutbanks cave |1.00

 | | | Deep to water |1.00

 | | | |

136B: | | | |

 Borgstrom-----------|Very limited | |Very limited |

 | Droughty |1.00 | Depth to thin |1.00

 | Depth to |0.86 | cemented pan |

 | saturated zone | | Depth to |1.00

 | Slope |0.36 | saturated zone |

 | | | Cutbanks cave |1.00

 | | | Dense layer |0.50

 | | | |

 Ingalls-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |0.04 | Cutbanks cave |1.00

 | Restricted |0.04 | |

 | permeability | | |

 | | | |

142C: | | | |

 Wallace-------------|Very limited | |Very limited |

 | Slope |1.00 | Depth to thick |1.00

 | Droughty |0.45 | cemented pan |

 | | | Cutbanks cave |1.00

 | | | Deep to water |1.00

 | | | Dense layer |0.50

 | | | |

 Rubicon-------------|Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00

 | Droughty |0.45 | Deep to water |1.00

 | | | |

142F: | | | |

 Wallace-------------|Very limited | |Very limited |

 | Slope |1.00 | Depth to thick |1.00

 | Droughty |0.45 | cemented pan |

 | | | Cutbanks cave |1.00

 | | | Deep to water |1.00

 | | | Slope |1.00

 | | | Dense layer |0.50

 | | | |

 Rubicon-------------|Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00

 | Droughty |0.45 | Deep to water |1.00

 | | | Slope |1.00

 | | | |
432 Soil Survey of

Table 14a.--Water Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Grassed | Drainage

 and soil name | waterways |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

155C: | | | |

 Montreal------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to thick |1.00

 | saturated zone | | cemented pan |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to cemented|1.00 | Cutbanks cave |1.00

 | pan | | Dense layer |0.50

 | Slope |0.95 | Large stones |0.03

 | | | |

 Paavola-------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Droughty |1.00 | Cutbanks cave |1.00

 | Slope |0.95 | Dense layer |0.50

 | | | |

 Waiska--------------|Somewhat limited | |Very limited |

 | Droughty |1.00 | Cutbanks cave |1.00

 | Slope |0.95 | Deep to water |1.00

 | | | |

155E: | | | |

 Montreal------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to thick |1.00

 | saturated zone | | cemented pan |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Slope |1.00 | Cutbanks cave |1.00

 | Depth to cemented|1.00 | Slope |1.00

 | pan | | Dense layer |0.50

 | | | |

 Paavola-------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to |1.00

 | pan | | saturated zone |

 | Depth to |1.00 | Cutbanks cave |1.00

 | saturated zone | | Slope |1.00

 | Slope |1.00 | Depth to thin |0.84

 | Droughty |1.00 | cemented pan |

 | | | Dense layer |0.50

 | | | |

 Waiska--------------|Very limited | |Very limited |

 | Slope |1.00 | Cutbanks cave |1.00

 | Droughty |1.00 | Deep to water |1.00

 | | | Slope |1.00

 | | | |

158A: | | | |

 Arnheim-------------|Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Flooding |1.00

 | Water erosion |1.00 | Depth to |1.00

 | | | saturated zone |

 | | | Cutbanks cave |1.00

 | | | Frost action |1.00

 | | | |

 Sturgeon------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Water erosion |0.56 | Cutbanks cave |1.00

 | | | Frost action |1.00

 | | | Flooding |0.60

 | | | |
Keweenaw County Area, Michigan 433

Table 14a.--Water Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Grassed | Drainage

 and soil name | waterways |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

158A: | | | |

 Pelkie--------------|Somewhat limited | |Very limited |

 | Depth to |0.86 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |0.16 | Cutbanks cave |1.00

 | | | Flooding |0.60

 | | | |

161F: | | | |

 Trimountain---------|Very limited | |Very limited |

 | Slope |1.00 | Depth to thick |1.00

 | Depth to cemented|1.00 | cemented pan |

 | pan | | Slope |1.00

 | Droughty |0.51 | Cutbanks cave |1.00

 | Cobble content |0.04 | Deep to water |1.00

 | | | Dense layer |0.50

 | | | |

 Lac La Belle--------|Very limited | |Very limited |

 | Slope |1.00 | Depth to thick |1.00

 | Depth to cemented|1.00 | cemented pan |

 | pan | | Slope |1.00

 | Droughty |1.00 | Cutbanks cave |1.00

 | | | Deep to water |1.00

 | | | Dense layer |0.50

 | | | |

 Waiska--------------|Very limited | |Very limited |

 | Slope |1.00 | Slope |1.00

 | Droughty |1.00 | Cutbanks cave |1.00

 | | | Deep to water |1.00

 | | | |

162F: | | | |

 Trimountain---------|Very limited | |Very limited |

 | Slope |1.00 | Depth to thick |1.00

 | Depth to cemented|1.00 | cemented pan |

 | pan | | Slope |1.00

 | Droughty |0.51 | Cutbanks cave |1.00

 | Cobble content |0.04 | Deep to water |1.00

 | | | Dense layer |0.50

 | | | |

 Lac La Belle--------|Very limited | |Very limited |

 | Slope |1.00 | Depth to thick |1.00

 | Depth to cemented|1.00 | cemented pan |

 | pan | | Slope |1.00

 | Droughty |1.00 | Cutbanks cave |1.00

 | | | Deep to water |1.00

 | | | Dense layer |0.50

 | | | |

 Michigamme----------|Very limited | |Very limited |

 | Slope |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Slope |1.00

 | Water erosion |0.56 | Cutbanks cave |1.00

 | Cobble content |0.30 | Deep to water |1.00

 | | | |

166B: | | | |

 Gratiot-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to thin |1.00

 | saturated zone | | cemented pan |

 | Droughty |1.00 | Depth to |1.00

 | Depth to cemented|1.00 | saturated zone |

 | pan | | Frost action |1.00

 | Slope |0.16 | Cutbanks cave |1.00

 | Cobble content |0.03 | Dense layer |0.50

 | | | |
434 Soil Survey of

Table 14a.--Water Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Grassed | Drainage

 and soil name | waterways |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

166B: | | | |

 Sabattis------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Water erosion |0.56 | Frost action |1.00

 | Cobble content |0.02 | Cutbanks cave |1.00

 | | | Ponding |1.00

 | | | |

173C: | | | |

 Montreal------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to thick |1.00

 | saturated zone | | cemented pan |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to cemented|1.00 | Cutbanks cave |1.00

 | pan | | Dense layer |0.50

 | Slope |0.95 | Large stones |0.03

 | | | |

 Paavola-------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to |1.00

 | pan | | saturated zone |

 | Depth to |1.00 | Cutbanks cave |1.00

 | saturated zone | | Depth to thin |0.84

 | Droughty |1.00 | cemented pan |

 | Slope |0.95 | Dense layer |0.50

 | | | |

 Dishno--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Depth to bedrock |0.96 | Cutbanks cave |1.00

 | Slope |0.95 | Depth to bedrock |0.96

 | Water erosion |0.89 | |

 | | | |

173E: | | | |

 Montreal------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to thick |1.00

 | saturated zone | | cemented pan |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Slope |1.00 | Cutbanks cave |1.00

 | Depth to cemented|1.00 | Slope |1.00

 | pan | | Dense layer |0.50

 | | | |

 Paavola-------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |1.00 | Cutbanks cave |1.00

 | Droughty |1.00 | Slope |1.00

 | | | Dense layer |0.50

 | | | |

 Dishno--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |1.00 | Cutbanks cave |1.00

 | Depth to bedrock |0.96 | Slope |1.00

 | Water erosion |0.89 | Depth to bedrock |0.96

 | | | |
Keweenaw County Area, Michigan 435

Table 14a.--Water Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Grassed | Drainage

 and soil name | waterways |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

174B: | | | |

 Montreal------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to thick |1.00

 | saturated zone | | cemented pan |

 | Restricted |1.00 | Depth to |1.00

 | permeability | | saturated zone |

 | Depth to cemented|1.00 | Cutbanks cave |1.00

 | pan | | Dense layer |0.50

 | Slope |0.83 | Large stones |0.03

 | | | |

 Dishno--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Depth to bedrock |0.96 | Cutbanks cave |1.00

 | Water erosion |0.89 | Depth to bedrock |0.96

 | Slope |0.83 | |

 | | | |

 Gratiot-------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to thin |1.00

 | saturated zone | | cemented pan |

 | Droughty |1.00 | Depth to |1.00

 | Depth to cemented|1.00 | saturated zone |

 | pan | | Frost action |1.00

 | Slope |0.04 | Cutbanks cave |1.00

 | Cobble content |0.03 | Dense layer |0.50

 | | | |

177A: | | | |

 Assinins------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |0.04 | Cutbanks cave |1.00

 | | | Frost action |1.00

 | | | |

183C: | | | |

 Munising------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to thin |1.00

 | saturated zone | | cemented pan |

 | Depth to cemented|1.00 | Depth to |1.00

 | pan | | saturated zone |

 | Slope |0.95 | Cutbanks cave |1.00

 | Water erosion |0.17 | Dense layer |0.50

 | | | |

 Abbaye--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to bedrock |1.00

 | saturated zone | | Depth to |1.00

 | Depth to bedrock |1.00 | saturated zone |

 | Slope |0.95 | Cutbanks cave |1.00

 | Water erosion |0.17 | |

 | | | |

 Yalmer--------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to thick |1.00

 | pan | | cemented pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |0.95 | Cutbanks cave |1.00

 | Droughty |0.33 | Dense layer |0.50

 | | | |
436 Soil Survey of

Table 14a.--Water Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Grassed | Drainage

 and soil name | waterways |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

183E: | | | |

 Munising------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to thin |1.00

 | saturated zone | | cemented pan |

 | Slope |1.00 | Depth to |1.00

 | Depth to cemented|1.00 | saturated zone |

 | pan | | Cutbanks cave |1.00

 | Water erosion |0.17 | Slope |1.00

 | | | Dense layer |0.50

 | | | |

 Abbaye--------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to bedrock |1.00

 | saturated zone | | Depth to |1.00

 | Slope |1.00 | saturated zone |

 | Depth to bedrock |1.00 | Cutbanks cave |1.00

 | Water erosion |0.17 | Slope |1.00

 | | | |

 Yalmer--------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to thick |1.00

 | pan | | cemented pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |1.00 | Cutbanks cave |1.00

 | Droughty |0.33 | Slope |1.00

 | | | Dense layer |0.50

 | | | |

184C: | | | |

 Munising------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to thin |1.00

 | saturated zone | | cemented pan |

 | Depth to cemented|1.00 | Depth to |1.00

 | pan | | saturated zone |

 | Slope |0.95 | Cutbanks cave |1.00

 | Water erosion |0.17 | Dense layer |0.50

 | | | |

 Yalmer--------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to thick |1.00

 | pan | | cemented pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |0.95 | Cutbanks cave |1.00

 | Droughty |0.33 | Dense layer |0.50

 | | | |

184E: | | | |

 Munising------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to thin |1.00

 | saturated zone | | cemented pan |

 | Slope |1.00 | Depth to |1.00

 | Depth to cemented|1.00 | saturated zone |

 | pan | | Cutbanks cave |1.00

 | Water erosion |0.17 | Slope |1.00

 | | | Dense layer |0.50

 | | | |

 Yalmer--------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to thick |1.00

 | pan | | cemented pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |1.00 | Cutbanks cave |1.00

 | Droughty |0.33 | Slope |1.00

 | | | Dense layer |0.50

 | | | |
Keweenaw County Area, Michigan 437

Table 14a.--Water Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Grassed | Drainage

 and soil name | waterways |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

185B: | | | |

 Munising------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to thin |1.00

 | saturated zone | | cemented pan |

 | Depth to cemented|1.00 | Depth to |1.00

 | pan | | saturated zone |

 | Slope |0.36 | Cutbanks cave |1.00

 | Water erosion |0.17 | Dense layer |0.50

 | | | |

 Skanee--------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to thick |1.00

 | pan | | cemented pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Frost action |1.00

 | permeability | | Cutbanks cave |1.00

 | Droughty |1.00 | Dense layer |0.50

 | | | |

185C: | | | |

 Munising------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to thin |1.00

 | saturated zone | | cemented pan |

 | Depth to cemented|1.00 | Depth to |1.00

 | pan | | saturated zone |

 | Slope |1.00 | Cutbanks cave |1.00

 | Water erosion |0.17 | Dense layer |0.50

 | | | Slope |0.16

 | | | |

 Skanee--------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to thick |1.00

 | pan | | cemented pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Frost action |1.00

 | permeability | | Cutbanks cave |1.00

 | Droughty |1.00 | Dense layer |0.50

 | | | |

187A: | | | |

 Skanee--------------|Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to thick |1.00

 | pan | | cemented pan |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Restricted |1.00 | Frost action |1.00

 | permeability | | Cutbanks cave |1.00

 | Droughty |1.00 | Dense layer |0.50

 | | | |

 Gay-----------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Water erosion |0.17 | Frost action |1.00

 | | | Cutbanks cave |1.00

 | | | Ponding |1.00

 | | | |

192B: | | | |

 Nipissing-----------|Very limited | |Very limited |

 | Cobble content |1.00 | Depth to bedrock |1.00

 | Depth to bedrock |1.00 | Deep to water |1.00

 | Droughty |0.42 | Cutbanks cave |1.00

 | Slope |0.36 | Large stones |0.77

 | Water erosion |0.17 | |

 | | | |
438 Soil Survey of

Table 14a.--Water Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Grassed | Drainage

 and soil name | waterways |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

192B: | | | |

 Arcadian------------|Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to bedrock |1.00

 | Droughty |1.00 | Deep to water |1.00

 | Slope |0.36 | Cutbanks cave |1.00

 | | | |

 Rock outcrop--------|Not rated | |Not rated |

 | | | |

194B: | | | |

 Copper Harbor-------|Somewhat limited | |Very limited |

 | Depth to |0.86 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |0.16 | Cutbanks cave |1.00

 | Droughty |0.07 | |

 | | | |

195B: | | | |

 Copper Harbor-------|Somewhat limited | |Very limited |

 | Depth to |0.86 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Slope |0.16 | Cutbanks cave |1.00

 | Droughty |0.07 | |

 | | | |

 Bete Grise----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Droughty |0.94 | Cutbanks cave |1.00

 | Slope |0.04 | |

 | | | |

196B: | | | |

 Bete Grise----------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | Droughty |0.94 | Cutbanks cave |1.00

 | Slope |0.04 | |

 | | | |

 Tawas---------------|Very limited | |Very limited |

 | Depth to |1.00 | Depth to |1.00

 | saturated zone | | saturated zone |

 | | | Cutbanks cave |1.00

 | | | Frost action |1.00

 | | | Ponding |1.00

 | | | Organic matter |1.00

 | | | content |

 | | | |

301: | | | |

 Udorthents----------|Slightly limited | |Very limited |

 | Water erosion |0.17 | Deep to water |1.00

 | | | |

 Udipsamments--------|Somewhat limited | |Very limited |

 | Slope |0.83 | Cutbanks cave |1.00

 | Droughty |0.69 | Deep to water |1.00

 | | | |

302: | | | |

 Histosols-----------|Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00

 | | | saturated zone |

 | | | Organic matter |1.00

 | | | content |

 | | | Frost action |1.00

 | | | Cutbanks cave |1.00

 | | | |
Keweenaw County Area, Michigan 439

Table 14a.--Water Management--Continued

_________________________________________________________________________

 | |

 Map symbol | Grassed | Drainage

 and soil name | waterways |

 | | ___________________________________________________

 | Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | _________________________________________________________________________

 | | | |

302: | | | |

 Aquents-------------|Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00

 | Water erosion |0.89 | saturated zone |

 | | | Frost action |1.00

 | | | Cutbanks cave |1.00

 | | | |

303: | | | |

 Aquents-------------|Very limited | |Very limited |

 | Depth to |1.00 | Ponding |1.00

 | saturated zone | | Depth to |1.00

 | Water erosion |0.89 | saturated zone |

 | | | Frost action |1.00

 | | | Cutbanks cave |1.00

 | | | |

 Dumps, stamp sand---|Not rated | |Not rated |

 | | | |

310: | | | |

 Dumps, mine---------|Not rated | |Not rated |

 | | | |

311: | | | |

 Dumps, stamp sand---|Not rated | |Not rated |

 | | | |

312: | | | |

 Pits----------------|Not rated | |Not rated |

 | | | |

313: | | | |

 Dumps, sawdust------|Not rated | |Not rated |

 | | | |

W: | | | |

 Water---------------|Not rated | |Not rated |

 | | | | _________________________________________________________________________
440 Soil Survey of

Table 14b.--Water Management

(The information in this table indicates the dominant soil condition but does not eliminate the

 need for onsite investigation. The numbers in the value columns range from 0.01 to 1.00. The

 larger the value, the greater the limitation. "Not rated" indicates that data are not

 available or that no rating is applicable. See text for further explanation of ratings in this

 table)

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond | Embankments, | Aquifer-fed

 and soil name | reservoir | dikes, and | excavated

 | areas | levees | ponds _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

2: | | | | | |

 Lupton--------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Organic matter |1.00 | Cutbanks cave |0.10

 | | | content | | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Ponding |1.00 | |

 | | | | | |

 Tawas---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.75 | |

 | | | | | |

3: | | | | | |

 Dawson--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.82 | |

 | | | | | |

 Loxley--------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Organic matter |1.00 | Cutbanks cave |0.10

 | | | content | | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Ponding |1.00 | |

 | | | | | |

6: | | | | | |

 Skandia-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Organic matter |1.00 | Depth to hard |1.00

 | Depth to bedrock |0.56 | content | | bedrock |

 | | | Depth to |1.00 | Cutbanks cave |0.10

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Ponding |1.00 | |

 | | | Thin layer |0.56 | |

 | | | | | |

 Burt----------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to |1.00 | Depth to hard |1.00

 | | | saturated zone | | bedrock |

 | | | Thin layer |1.00 | Cutbanks cave |0.10

 | | | Ponding |1.00 | |

 | | | Seepage |0.75 | |

 | | | | | |
Keweenaw County Area, Michigan 441

Table 14b.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond | Embankments, | Aquifer-fed

 and soil name | reservoir | dikes, and | excavated

 | areas | levees | ponds _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

10: | | | | | |

 Cathro--------------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |0.10

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Ponding |1.00 | |

 | | | | | |

 Sabattis------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Seepage |0.72 | Depth to |1.00 | Cutbanks cave |0.10

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.03 | |

 | | | | | |

13: | | | | | |

 Tawas---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.75 | |

 | | | | | |

 Deford--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Ponding |1.00 | Cutbanks cave |1.00

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Seepage |0.75 | |

 | | | | | |

15B: | | | | | |

 Dawson--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.82 | |

 | | | | | |

 Croswell------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to |0.01

 | | | Seepage |0.82 | saturated zone |

 | | | | | |

20E: | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

21G: | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Thin layer |1.00 | Depth to water |1.00

 | Slope |1.00 | Seepage |0.03 | |

 | | | | | |

39A: | | | | | |

 Betsy Bay-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | Depth to bedrock |0.33 | saturated zone | | Depth to hard |0.93

 | | | Seepage |0.38 | bedrock |

 | | | Thin layer |0.34 | |

 | | | | | |
442 Soil Survey of

Table 14b.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond | Embankments, | Aquifer-fed

 and soil name | reservoir | dikes, and | excavated

 | areas | levees | ponds _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

39A: | | | | | |

 Burt----------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Depth to |1.00 | Depth to hard |1.00

 | | | saturated zone | | bedrock |

 | | | Thin layer |1.00 | Cutbanks cave |0.10

 | | | Ponding |1.00 | |

 | | | Seepage |0.75 | |

 | | | | | |

 Deford--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Ponding |1.00 | Cutbanks cave |1.00

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Seepage |0.75 | |

 | | | | | |

47A: | | | | | |

 Zeba----------------|Somewhat limited | |Very limited | |Very limited |

 | Depth to bedrock |0.93 | Depth to |1.00 | Depth to hard |1.00

 | Seepage |0.72 | saturated zone | | bedrock |

 | | | Thin layer |0.93 | Slow refill |0.28

 | | | Seepage |0.01 | Cutbanks cave |0.10

 | | | | | |

 Jacobsville---------|Somewhat limited | |Very limited | |Very limited |

 | Depth to bedrock |0.99 | Depth to |1.00 | Depth to hard |1.00

 | Seepage |0.72 | saturated zone | | bedrock |

 | | | Ponding |1.00 | Cutbanks cave |1.00

 | | | Thin layer |0.99 | |

 | | | Seepage |0.01 | |

 | | | | | |

51C: | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Thin layer |1.00 | Depth to water |1.00

 | | | Seepage |0.03 | |

 | | | | | |

 Nipissing-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Large stones |0.77 | Depth to water |1.00

 | Depth to bedrock |0.52 | Thin layer |0.52 | |

 | | | Seepage |0.50 | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

51E: | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Thin layer |1.00 | Depth to water |1.00

 | Slope |0.18 | Seepage |0.03 | |

 | | | | | |

 Nipissing-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Large stones |0.77 | Depth to water |1.00

 | Depth to bedrock |0.52 | Thin layer |0.52 | |

 | Slope |0.18 | Seepage |0.50 | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

52C: | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Thin layer |1.00 | Depth to water |1.00

 | | | Seepage |0.03 | |

 | | | | | |
Keweenaw County Area, Michigan 443

Table 14b.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond | Embankments, | Aquifer-fed

 and soil name | reservoir | dikes, and | excavated

 | areas | levees | ponds _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

52C: | | | | | |

 Dishno--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | Depth to bedrock |0.37 | saturated zone | | Depth to hard |0.96

 | | | Thin layer |0.37 | bedrock |

 | | | Seepage |0.10 | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

52E: | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Thin layer |1.00 | Depth to water |1.00

 | Slope |0.18 | Seepage |0.03 | |

 | | | | | |

 Dishno--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | Depth to bedrock |0.37 | saturated zone | | Depth to hard |0.96

 | Slope |0.18 | Thin layer |0.37 | bedrock |

 | | | Seepage |0.10 | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

53E: | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Thin layer |1.00 | Depth to water |1.00

 | Slope |0.18 | Seepage |0.03 | |

 | | | | | |

 Michigamme----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Depth to bedrock |0.86 | Thin layer |0.86 | Depth to water |1.00

 | Seepage |0.72 | Seepage |0.10 | |

 | Slope |0.18 | | | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

53F: | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Thin layer |1.00 | Depth to water |1.00

 | Slope |0.88 | Seepage |0.03 | |

 | | | | | |

 Michigamme----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Slope |0.88 | Thin layer |0.86 | Depth to water |1.00

 | Depth to bedrock |0.86 | Seepage |0.10 | |

 | Seepage |0.72 | | | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

55B: | | | | | |

 Chocolay------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Depth to hard |1.00

 | Depth to bedrock |1.00 | saturated zone | | bedrock |

 | | | Thin layer |1.00 | Cutbanks cave |0.10

 | | | Seepage |0.03 | |

 | | | | | |

100B: | | | | | |

 Waiska--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.86 | Depth to water |1.00

 | | | | | |
444 Soil Survey of

Table 14b.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond | Embankments, | Aquifer-fed

 and soil name | reservoir | dikes, and | excavated

 | areas | levees | ponds _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

100D: | | | | | |

 Waiska--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.86 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

102C: | | | | | |

 Waiska--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.86 | Depth to water |1.00

 | | | | | |

 Garlic--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.75 | Depth to water |1.00

 | | | | | |

102E: | | | | | |

 Waiska--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.86 | Depth to water |1.00

 | Slope |0.18 | | | |

 | | | | | |

 Garlic--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.75 | Depth to water |1.00

 | Slope |0.18 | | | |

 | | | | | |

102F: | | | | | |

 Waiska--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.86 | Depth to water |1.00

 | Slope |0.82 | | | |

 | | | | | |

 Garlic--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.75 | Depth to water |1.00

 | Slope |0.82 | | | |

 | | | | | |

110B: | | | | | |

 Shelldrake----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.95 | Depth to water |1.00

 | | | | | |

 Croswell------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to |0.01

 | | | Seepage |0.82 | saturated zone |

 | | | | | |

111B: | | | | | |

 Deer Park-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.27 | Depth to water |1.00

 | | | | | |

111D: | | | | | |

 Deer Park-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.27 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

111E: | | | | | |

 Deer Park-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.27 | Depth to water |1.00

 | Slope |0.18 | | | |

 | | | | | |

111F: | | | | | |

 Deer Park-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.27 | Depth to water |1.00

 | Slope |1.00 | | | |

 | | | | | |
Keweenaw County Area, Michigan 445

Table 14b.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond | Embankments, | Aquifer-fed

 and soil name | reservoir | dikes, and | excavated

 | areas | levees | ponds _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

112C: | | | | | |

 Deer Park-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.27 | Depth to water |1.00

 | | | | | |

 Croswell------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to |0.01

 | | | Seepage |0.82 | saturated zone |

 | | | | | |

113C: | | | | | |

 Rubicon-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.82 | Depth to water |1.00

 | | | | | |

 Croswell------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to |0.01

 | | | Seepage |0.82 | saturated zone |

 | | | | | |

120B: | | | | | |

 Garlic--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.75 | Depth to water |1.00

 | | | | | |

120D: | | | | | |

 Garlic--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.75 | Depth to water |1.00

 | Slope |0.01 | | | |

 | | | | | |

120E: | | | | | |

 Garlic--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.75 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |

125A: | | | | | |

 Croswell------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to |0.01

 | | | Seepage |0.82 | saturated zone |

 | | | | | |

 Au Gres-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.75 | |

 | | | | | |

126B: | | | | | |

 Au Gres-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.75 | |

 | | | | | |

 Deford--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Ponding |1.00 | Cutbanks cave |1.00

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Seepage |0.75 | |

 | | | | | |

 Croswell------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to |0.01

 | | | Seepage |0.82 | saturated zone |

 | | | | | |
446 Soil Survey of

Table 14b.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond | Embankments, | Aquifer-fed

 and soil name | reservoir | dikes, and | excavated

 | areas | levees | ponds _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

127A: | | | | | |

 Au Gres-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.75 | |

 | | | | | |

 Kinross-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.75 | |

 | | | | | |

130C: | | | | | |

 Garlic--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.75 | Depth to water |1.00

 | | | | | |

 Alcona--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Seepage |0.27 | Depth to water |1.00

 | | | | | |

130E: | | | | | |

 Garlic--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.75 | Depth to water |1.00

 | Slope |0.18 | | | |

 | | | | | |

 Alcona--------------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.72 | Seepage |0.27 | Depth to water |1.00

 | Slope |0.18 | | | |

 | | | | | |

133C: | | | | | |

 Keweenaw------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.08 | Depth to water |1.00

 | | | | | |

 Garlic--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.75 | Depth to water |1.00

 | | | | | |

133E: | | | | | |

 Keweenaw------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.08 | Depth to water |1.00

 | Slope |0.18 | | | |

 | | | | | |

 Garlic--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.75 | Depth to water |1.00

 | Slope |0.18 | | | |

 | | | | | |

133F: | | | | | |

 Keweenaw------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.08 | Depth to water |1.00

 | Slope |0.28 | | | |

 | | | | | |

 Garlic--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.75 | Depth to water |1.00

 | Slope |0.82 | | | |

 | | | | | |

136B: | | | | | |

 Borgstrom-----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Thin layer |1.00 | Cutbanks cave |1.00

 | Depth to cemented|1.00 | Depth to |1.00 | Depth to |0.01

 | pan | | saturated zone | | saturated zone |

 | | | Seepage |0.14 | |

 | | | | | |
Keweenaw County Area, Michigan 447

Table 14b.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond | Embankments, | Aquifer-fed

 and soil name | reservoir | dikes, and | excavated

 | areas | levees | ponds _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

136B: | | | | | |

 Ingalls-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Seepage |0.72 | |

 | | | | | |

142C: | | | | | |

 Wallace-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.99 | Depth to water |1.00

 | Depth to cemented|0.99 | Seepage |0.93 | |

 | pan | | | | |

 | | | | | |

 Rubicon-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.82 | Depth to water |1.00

 | | | | | |

142F: | | | | | |

 Wallace-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.99 | Depth to water |1.00

 | Depth to cemented|0.99 | Seepage |0.93 | |

 | pan | | | | |

 | Slope |0.55 | | | |

 | | | | | |

 Rubicon-------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.82 | Depth to water |1.00

 | Slope |0.55 | | | |

 | | | | | |

155C: | | | | | |

 Montreal------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Depth to water |1.00

 | Depth to cemented|0.93 | saturated zone | | |

 | pan | | Thin layer |0.93 | |

 | | | Large stones |0.03 | |

 | | | Seepage |0.03 | |

 | | | | | |

 Paavola-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Depth to water |1.00

 | Depth to bedrock |0.96 | saturated zone | | |

 | | | Thin layer |0.96 | |

 | | | Seepage |0.38 | |

 | | | | | |

 Waiska--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.86 | Depth to water |1.00

 | | | | | |

155E: | | | | | |

 Montreal------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Depth to water |1.00

 | Depth to cemented|0.93 | saturated zone | | |

 | pan | | Thin layer |0.93 | |

 | Slope |0.18 | Large stones |0.03 | |

 | | | Seepage |0.03 | |

 | | | | | |

 Paavola-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Depth to water |1.00

 | Depth to cemented|0.96 | saturated zone | | |

 | pan | | Thin layer |0.96 | |

 | Slope |0.18 | Seepage |0.38 | |

 | | | | | |
448 Soil Survey of

Table 14b.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond | Embankments, | Aquifer-fed

 and soil name | reservoir | dikes, and | excavated

 | areas | levees | ponds _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

155E: | | | | | |

 Waiska--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.86 | Depth to water |1.00

 | Slope |0.18 | | | |

 | | | | | |

158A: | | | | | |

 Arnheim-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Ponding |1.00 | Cutbanks cave |1.00

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | Seepage |0.10 | |

 | | | | | |

 Sturgeon------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.10 | |

 | | | | | |

 Pelkie--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to |0.01

 | | | Seepage |0.03 | saturated zone |

 | | | | | |

161F: | | | | | |

 Trimountain---------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Thin layer |1.00 | Depth to water |1.00

 | Depth to cemented|1.00 | Seepage |0.04 | |

 | pan | | | | |

 | Slope |0.82 | | | |

 | | | | | |

 Lac La Belle--------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.66 | Depth to water |1.00

 | Slope |0.82 | Seepage |0.12 | |

 | Depth to cemented|0.66 | | | |

 | pan | | | | |

 | | | | | |

 Waiska--------------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.86 | Depth to water |1.00

 | Slope |0.82 | | | |

 | | | | | |

162F: | | | | | |

 Trimountain---------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Thin layer |1.00 | Depth to water |1.00

 | Depth to cemented|1.00 | Seepage |0.04 | |

 | pan | | | | |

 | Slope |0.82 | | | |

 | | | | | |

 Lac La Belle--------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Thin layer |0.66 | Depth to water |1.00

 | Slope |0.82 | Seepage |0.12 | |

 | Depth to cemented|0.66 | | | |

 | pan | | | | |

 | | | | | |

 Michigamme----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Depth to bedrock |0.86 | Thin layer |0.86 | Depth to water |1.00

 | Slope |0.82 | Seepage |0.10 | |

 | Seepage |0.72 | | | |

 | | | | | |
Keweenaw County Area, Michigan 449

Table 14b.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond | Embankments, | Aquifer-fed

 and soil name | reservoir | dikes, and | excavated

 | areas | levees | ponds _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

166B: | | | | | |

 Gratiot-------------|Very limited | |Very limited | |Somewhat limited |

 | Depth to cemented|1.00 | Depth to |1.00 | Depth to |0.96

 | pan | | saturated zone | | saturated zone |

 | Seepage |1.00 | Thin layer |1.00 | Cutbanks cave |0.10

 | | | Seepage |0.01 | Large stones |0.01

 | | | Large stones |0.01 | |

 | | | | | |

 Sabattis------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Seepage |0.72 | Depth to |1.00 | Cutbanks cave |0.10

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.03 | |

 | | | | | |

173C: | | | | | |

 Montreal------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Depth to water |1.00

 | Depth to cemented|0.93 | saturated zone | | |

 | pan | | Thin layer |0.93 | |

 | | | Large stones |0.03 | |

 | | | Seepage |0.03 | |

 | | | | | |

 Paavola-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Depth to water |1.00

 | Depth to cemented|0.96 | saturated zone | | |

 | pan | | Thin layer |0.96 | |

 | | | Seepage |0.38 | |

 | | | | | |

 Dishno--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | Depth to bedrock |0.37 | saturated zone | | Depth to hard |0.96

 | | | Thin layer |0.37 | bedrock |

 | | | Seepage |0.10 | |

 | | | | | |

173E: | | | | | |

 Montreal------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Depth to water |1.00

 | Depth to cemented|0.93 | saturated zone | | |

 | pan | | Thin layer |0.93 | |

 | Slope |0.18 | Large stones |0.03 | |

 | | | Seepage |0.03 | |

 | | | | | |

 Paavola-------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Depth to water |1.00

 | Depth to bedrock |0.96 | saturated zone | | |

 | Slope |0.18 | Thin layer |0.96 | |

 | | | Seepage |0.38 | |

 | | | | | |

 Dishno--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | Depth to bedrock |0.37 | saturated zone | | Depth to hard |0.96

 | Slope |0.18 | Thin layer |0.37 | bedrock |

 | | | Seepage |0.10 | |

 | | | | | |
450 Soil Survey of

Table 14b.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond | Embankments, | Aquifer-fed

 and soil name | reservoir | dikes, and | excavated

 | areas | levees | ponds _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

174B: | | | | | |

 Montreal------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Depth to water |1.00

 | Depth to cemented|0.93 | saturated zone | | |

 | pan | | Thin layer |0.93 | |

 | | | Large stones |0.03 | |

 | | | Seepage |0.03 | |

 | | | | | |

 Dishno--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | Depth to bedrock |0.37 | saturated zone | | Depth to hard |0.96

 | | | Thin layer |0.37 | bedrock |

 | | | Seepage |0.10 | |

 | | | | | |

 Gratiot-------------|Very limited | |Very limited | |Somewhat limited |

 | Depth to cemented|1.00 | Depth to |1.00 | Depth to |0.96

 | pan | | saturated zone | | saturated zone |

 | Seepage |1.00 | Thin layer |1.00 | Cutbanks cave |0.10

 | | | Seepage |0.01 | Large stones |0.01

 | | | Large stones |0.01 | |

 | | | | | |

177A: | | | | | |

 Assinins------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.02 | |

 | | | | | |

183C: | | | | | |

 Munising------------|Very limited | |Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to |1.00 | Depth to water |1.00

 | pan | | saturated zone | | |

 | Seepage |0.54 | Thin layer |1.00 | |

 | | | Seepage |0.01 | |

 | | | | | |

 Abbaye--------------|Somewhat limited | |Very limited | |Very limited |

 | Depth to bedrock |0.86 | Depth to |1.00 | Depth to hard |1.00

 | Seepage |0.54 | saturated zone | | bedrock |

 | | | Thin layer |0.86 | Cutbanks cave |1.00

 | | | | | Slow refill |0.28

 | | | | | |

 Yalmer--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Depth to water |1.00

 | Depth to cemented|0.91 | saturated zone | | |

 | pan | | Thin layer |0.91 | |

 | | | Seepage |0.10 | |

 | | | | | |

183E: | | | | | |

 Munising------------|Very limited | |Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to |1.00 | Depth to water |1.00

 | pan | | saturated zone | | |

 | Seepage |0.54 | Thin layer |1.00 | |

 | Slope |0.18 | Seepage |0.01 | |

 | | | | | |

 Abbaye--------------|Somewhat limited | |Very limited | |Very limited |

 | Depth to bedrock |0.86 | Depth to |1.00 | Depth to hard |1.00

 | Seepage |0.54 | saturated zone | | bedrock |

 | Slope |0.18 | Thin layer |0.86 | Cutbanks cave |1.00

 | | | | | Slow refill |0.28

 | | | | | |
Keweenaw County Area, Michigan 451

Table 14b.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond | Embankments, | Aquifer-fed

 and soil name | reservoir | dikes, and | excavated

 | areas | levees | ponds _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

183E: | | | | | |

 Yalmer--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Depth to water |1.00

 | Depth to cemented|0.91 | saturated zone | | |

 | pan | | Thin layer |0.91 | |

 | Slope |0.18 | Seepage |0.10 | |

 | | | | | |

184C: | | | | | |

 Munising------------|Very limited | |Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to |1.00 | Depth to water |1.00

 | pan | | saturated zone | | |

 | Seepage |0.54 | Thin layer |1.00 | |

 | | | Seepage |0.01 | |

 | | | | | |

 Yalmer--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Depth to water |1.00

 | Depth to cemented|0.91 | saturated zone | | |

 | pan | | Thin layer |0.91 | |

 | | | Seepage |0.10 | |

 | | | | | |

184E: | | | | | |

 Munising------------|Very limited | |Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to |1.00 | Depth to water |1.00

 | pan | | saturated zone | | |

 | Seepage |0.54 | Thin layer |1.00 | |

 | Slope |0.18 | Seepage |0.01 | |

 | | | | | |

 Yalmer--------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Depth to water |1.00

 | Depth to cemented|0.91 | saturated zone | | |

 | pan | | Thin layer |0.91 | |

 | Slope |0.18 | Seepage |0.10 | |

 | | | | | |

185B: | | | | | |

 Munising------------|Very limited | |Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to |1.00 | Depth to water |1.00

 | pan | | saturated zone | | |

 | Seepage |0.54 | Thin layer |1.00 | |

 | | | Seepage |0.01 | |

 | | | | | |

 Skanee--------------|Very limited | |Very limited | |Somewhat limited |

 | Depth to cemented|1.00 | Depth to |1.00 | Depth to |0.96

 | pan | | saturated zone | | saturated zone |

 | Seepage |0.72 | Thin layer |1.00 | Slow refill |0.28

 | | | Seepage |0.01 | Cutbanks cave |0.10

 | | | | | |

185C: | | | | | |

 Munising------------|Very limited | |Very limited | |Very limited |

 | Depth to cemented|1.00 | Depth to |1.00 | Depth to water |1.00

 | pan | | saturated zone | | |

 | Seepage |0.54 | Thin layer |1.00 | |

 | | | Seepage |0.01 | |

 | | | | | |

 Skanee--------------|Very limited | |Very limited | |Somewhat limited |

 | Depth to cemented|1.00 | Depth to |1.00 | Depth to |0.96

 | pan | | saturated zone | | saturated zone |

 | Seepage |0.72 | Thin layer |1.00 | Slow refill |0.28

 | | | Seepage |0.01 | Cutbanks cave |0.10

 | | | | | |
452 Soil Survey of

Table 14b.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond | Embankments, | Aquifer-fed

 and soil name | reservoir | dikes, and | excavated

 | areas | levees | ponds _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

187A: | | | | | |

 Skanee--------------|Very limited | |Very limited | |Somewhat limited |

 | Depth to cemented|1.00 | Depth to |1.00 | Depth to |0.96

 | pan | | saturated zone | | saturated zone |

 | Seepage |0.72 | Thin layer |1.00 | Slow refill |0.28

 | | | Seepage |0.01 | Cutbanks cave |0.10

 | | | | | |

 Gay-----------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Seepage |0.72 | Depth to |1.00 | Cutbanks cave |0.10

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.03 | |

 | | | | | |

192B: | | | | | |

 Nipissing-----------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Large stones |0.77 | Depth to water |1.00

 | Depth to bedrock |0.52 | Thin layer |0.52 | |

 | | | Seepage |0.50 | |

 | | | | | |

 Arcadian------------|Very limited | |Very limited | |Very limited |

 | Depth to bedrock |1.00 | Thin layer |1.00 | Depth to water |1.00

 | | | Seepage |0.03 | |

 | | | | | |

 Rock outcrop--------|Not rated | |Not rated | |Not rated |

 | | | | | |

194B: | | | | | |

 Copper Harbor-------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to |0.01

 | | | Seepage |0.38 | saturated zone |

 | | | | | |

195B: | | | | | |

 Copper Harbor-------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | Depth to |0.01

 | | | Seepage |0.38 | saturated zone |

 | | | | | |

 Bete Grise----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.75 | |

 | | | | | |

196B: | | | | | |

 Bete Grise----------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Seepage |0.75 | |

 | | | | | |

 Tawas---------------|Very limited | |Very limited | |Very limited |

 | Seepage |1.00 | Depth to |1.00 | Cutbanks cave |1.00

 | | | saturated zone | | |

 | | | Ponding |1.00 | |

 | | | Seepage |0.75 | |

 | | | | | |

301: | | | | | |

 Udorthents----------|Somewhat limited | |Somewhat limited | |Very limited |

 | Seepage |0.12 | Seepage |0.03 | Depth to water |1.00

 | | | | | |

 Udipsamments--------|Very limited | |Somewhat limited | |Very limited |

 | Seepage |1.00 | Seepage |0.89 | Depth to water |1.00

 | | | | | |
Keweenaw County Area, Michigan 453

Table 14b.--Water Management--Continued

___________________________________________________________________________________________________

 | | |

 Map symbol | Pond | Embankments, | Aquifer-fed

 and soil name | reservoir | dikes, and | excavated

 | areas | levees | ponds _____________________________________________________________________________

 | Rating class and |Value| Rating class and |Value| Rating class and |Value

 | limiting features | | limiting features | | limiting features | ___________________________________________________________________________________________________

 | | | | | |

302: | | | | | |

 Histosols-----------|Very limited | |Very limited | |Somewhat limited |

 | Seepage |1.00 | Organic matter |1.00 | Cutbanks cave |0.10

 | | | content | | |

 | | | Ponding |1.00 | |

 | | | Depth to |1.00 | |

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | | | |

 Aquents-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Seepage |0.01 | Ponding |1.00 | Slow refill |0.99

 | | | Depth to |1.00 | Cutbanks cave |0.10

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | | | |

303: | | | | | |

 Aquents-------------|Somewhat limited | |Very limited | |Somewhat limited |

 | Seepage |0.01 | Ponding |1.00 | Slow refill |0.99

 | | | Depth to |1.00 | Cutbanks cave |0.10

 | | | saturated zone | | |

 | | | Piping |1.00 | |

 | | | | | |

 Dumps, stamp sand---|Not rated | |Not rated | |Not rated |

 | | | | | |

310: | | | | | |

 Dumps, mine---------|Not rated | |Not rated | |Not rated |

 | | | | | |

311: | | | | | |

 Dumps, stamp sand---|Not rated | |Not rated | |Not rated |

 | | | | | |

312: | | | | | |

 Pits----------------|Not rated | |Not rated | |Not rated |

 | | | | | |

313: | | | | | |

 Dumps, sawdust------|Not rated | |Not rated | |Not rated |

 | | | | | |

W: | | | | | |

 Water---------------|Not rated | |Not rated | |Not rated |

 | | | | | | ___________________________________________________________________________________________________
Table 15.--Engineering Index Properties (Absence of an entry indicates that data were not estimated) _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 2: | | | | | | | | |  Lupton----------| 0-8 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 8-80 |Muck |PT |A-8 | 0 | 0 | 100 | 100 |90-10 | | | | | | | | |  Tawas-----------| 0-6 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 6-25 |Muck |PT |A-8 | 0 | 0 | 100 | 100 |90-10 | 25-80 |Sand, fine |SM, SP-SM, SP|A-3, A-2-4 | 0 | 0 |90-100|85-100|40-95  | | sand, loamy | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 3: | | | | | | | | |  Dawson----------| 0-6 |Peat |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 6-38 |Muck |PT |A-8 | 0 | 0 | 100 | 100 |90-10 | 38-80 |Sand |SW-SM, SM |A-1, A-2-4 | 0 | 0 | 100 | 100 |50-70  | | | | | | | | |  Loxley----------| 0-5 |Peat |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 5-26 |Muck |PT |A-8 | 0 | 0 | 100 | 100 |90-10 | 26-45 |Muck |PT |A-8 | 0 | 0 | 100 | 100 |90-10 | 45-80 |Mucky peat |PT |A-8 | 0 | 0 | 100 | 100 |90-10 | | | | | | | | | 6: | | | | | | | | |  Skandia---------| 0-5 |Mucky peat |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 5-33 |Muck |PT |A-8 | 0 | 0 | 100 | 100 |90-10 | 33-41 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | 41-80 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | |  Burt------------| 0-4 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 4-6 |Mucky sand |SM, SC-SM |A-3 | 0 | 0 | 100 |90-100|45-70  | 6-12 |Sand |SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-70  | 12-17 |Sand |SM, SC-SM |A-3, A-2-4 | 0 | 0-15 |90-100|90-100|45-70  | >17 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 10: | | | | | | | | |  Cathro----------| 0-16 |Muck |PT |A-8 | 0 | 0-1 | 100 | 100 | 100  | 16-34 |Muck |PT |A-8 | 0 | 0 | 100 | 100 |90-10 | 34-80 |Very fine sandy|CL, CL-ML, ML|A-4 | 0 | 0-3 |90-95 |85-90 |70-85  | | loam, loam | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 10: | | | | | | | | |  Sabattis--------| 0-8 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 8-12 |Very cobbly |ML, CL-ML |A-4, A-6 | 0-6 |15-35 |65-80 |55-75 |45-75  | | very fine | | | | | | |  | | sandy loam | | | | | | |  | 12-17 |Cobbly very |ML, CL-ML, CL|A-4, A-6 | 0-6 |10-30 |90-100|85-100|75-10 | | fine sandy | | | | | | |  | | loam | | | | | | |  | 17-32 |Cobbly very |SM, SC, ML, |A-2-4, A-4 | 0-6 |10-30 |90-95 |85-90 |50-85  | | fine sandy | CL | | | | | |  | | loam | | | | | | |  | 32-37 |Cobbly fine |SM, SC, ML, |A-1, A-2-4, | 0-6 |10-30 |75-95 |50-90 |45-90  | | sandy loam | CL | A-4 | | | | |  | 37-80 |Very cobbly |SM, SC, SC-SM|A-1, A-2-4, | 3-6 |15-30 |75-95 |65-90 |40-65  | | sandy loam | | A-4 | | | | |  | | | | | | | | | 13: | | | | | | | | |  Tawas-----------| 0-6 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 6-25 |Muck |PT |A-8 | 0 | 0 | 100 | 100 |90-10 | 25-80 |Sand, fine |SM, SP-SM, SP|A-3, A-2-4 | 0 | 0 |90-100|85-100|40-95  | | sand, loamy | | | | | | |  | | sand | | | | | | |  | | | | | | | | |  Deford----------| 0-6 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 6-8 |Sand |SM, SC-SM |A-1, A-2-4 | 0 | 0 | 100 | 100 |50-70  | 8-80 |Sand |SM, SC-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-70  | | | | | | | | | 15B: | | | | | | | | |  Dawson----------| 0-6 |Peat |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 6-38 |Muck |PT |A-8 | 0 | 0 | 100 | 100 |90-10 | 38-80 |Sand |SW-SM, SM |A-1, A-2-4 | 0 | 0 | 100 | 100 |50-70  | | | | | | | | |  Croswell--------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-11 |Sand |SW-SM, SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-70  | 11-21 |Sand |SW-SM, SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-70  | 21-34 |Sand |SW-SM, SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-70  | 34-80 |Sand |SW-SM, SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-70  | | | | | | | | | 20E. | | | | | | | | |  Rock outcrop. | | | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 21G: | | | | | | | | |  Rock outcrop. | | | | | | | | |  | | | | | | | | |  Arcadian--------| 0-3 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 3-5 |Very gravelly |GC-GM, GM, SM|A-1, A-4, A- | 0-5 |10-20 |30-75 |10-65 | 5-65  | | fine sandy | | 2-4 | | | | |  | | loam, very | | | | | | |  | | gravelly loamy| | | | | | |  | | very fine sand| | | | | | |  | 5-12 |Very gravelly |GC-GM, GM, SM|A-1, A-4, A- | 0-5 |10-20 |30-75 |10-65 | 5-65  | | fine sandy | | 2-4 | | | | |  | | loam, very | | | | | | |  | | gravelly loamy| | | | | | |  | | very fine sand| | | | | | |  | 12-22 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 39A: | | | | | | | | |  Betsy Bay-------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-18 |Sand, fine sand|SP-SM, SM |A-2-4, A-3, | 0 | 0 | 100 | 100 |50-80  | | | | A-1 | | | | |  | 18-26 |Sand, fine |SP-SM, SM |A-2-4, A-3, | 0-10 | 0 | 100 | 100 |50-80  | | sand, loamy | | A-1 | | | | |  | | sand | | | | | | |  | 26-43 |Flaggy sand, |SP-SM, SM |A-1, A-2-4, | 7-30 | 2-7 | 100 | 100 |50-80  | | flaggy fine | | A-3 | | | | |  | | sand | | | | | | |  | >43 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | |  Burt------------| 0-4 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 4-6 |Mucky sand |SM, SC-SM |A-3 | 0 | 0 | 100 |90-100|45-70  | 6-12 |Sand |SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-70  | 12-17 |Sand |SM, SC-SM |A-3, A-2-4 | 0 | 0-15 |90-100|90-100|45-70  | >17 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | |  Deford----------| 0-6 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 6-8 |Sand |SM, SC-SM |A-1, A-2-4 | 0 | 0 | 100 | 100 |50-70  | 8-80 |Sand |SM, SC-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-70  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 47A: | | | | | | | | |  Zeba------------| 0-2 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-3 |Fine sandy |SM, SC, SC- |A-2-4, A-4 | 0 | 0 |95-100|90-100|45-85  | | loam, loamy | SM, ML | | | | | |  | | sand | | | | | | |  | 3-9 |Fine sandy loam|SM, SC, SC- |A-2-4, A-4 | 0 | 0 |90-100|85-100|60-85  | | | SM, ML | | | | | |  | 9-14 |Loamy sand, |SM, SC, SC-SM|A-2-4, A-4 | 0 | 0 |90-95 |85-90 |45-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 14-25 |Fine sandy |SM, SC, SC-SM|A-2-4, A-4 | 0 | 0 |90-95 |85-90 |60-80  | | loam, loamy | | | | | | |  | | sand | | | | | | |  | 25-27 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | >27 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | |  Jacobsville-----| 0-5 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 5-12 |Fine sandy loam|SC, SC-SM, |A-4, A-2-4, | 0 | 0 |75-90 |65-90 |45-60  | | | SM, GM | A-1 | | | | |  | 12-20 |Gravelly fine |SM, SC, SC-SM|A-4, A-2-4 | 0 | 0-5 |80-90 |70-85 |50-70  | | sandy loam | | | | | | |  | 20-21 |Channery fine |GM, SM, ML, |A-1, A-4, A- | 0 | 5-25 |65-90 |65-90 |40-80  | | sandy loam, | CL | 2-4 | | | | |  | | sandy loam | | | | | | |  | 21-22 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | >22 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 51C: | | | | | | | | |  Arcadian--------| 0-3 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 3-5 |Very gravelly |GC-GM, GM, SM|A-1, A-4, A- | 0-5 |10-20 |30-75 |10-65 | 5-65  | | fine sandy | | 2-4 | | | | |  | | loam, very | | | | | | |  | | gravelly loamy| | | | | | |  | | very fine sand| | | | | | |  | 5-12 |Very gravelly |GC-GM, GM, SM|A-1, A-4, A- | 0-5 |10-20 |30-75 |10-65 | 5-65  | | fine sandy | | 2-4 | | | | |  | | loam, very | | | | | | |  | | gravelly loamy| | | | | | |  | | very fine sand| | | | | | |  | 12-22 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 51C: | | | | | | | | |  Nipissing-------| 0-1 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 3-4 |Very cobbly |GM, GC-GM |A-1, A-2-4 | 0-5 |35-40 |55-65 |45-55 |35-55  | | fine sandy | | | | | | |  | | loam, very | | | | | | |  | | cobbly silt | | | | | | |  | | loam | | | | | | |  | 4-20 |Extremely |GM, GC-GM |A-1, A-2-4 | 0-5 |35-45 |50-55 |35-40 |25-40  | | cobbly fine | | | | | | |  | | sandy loam, | | | | | | |  | | extremely | | | | | | |  | | cobbly silt | | | | | | |  | | loam | | | | | | |  | 20-29 |Extremely |GM, GC-GM |A-1, A-2-4 | 0-5 |40-45 |50-55 |35-40 |30-35  | | cobbly fine | | | | | | |  | | sandy loam, | | | | | | |  | | extremely | | | | | | |  | | cobbly loam | | | | | | |  | 29-35 |Extremely |GM, GC-GM |A-1, A-2-4 | 0-5 |40-50 |30-45 |15-30 |10-30  | | cobbly fine | | | | | | |  | | sandy loam, | | | | | | |  | | extremely | | | | | | |  | | cobbly silt | | | | | | |  | | loam | | | | | | |  | 35-39 |Fragmental |GM, GC-GM |A-1 | 0-5 |65-75 |20-40 | 0-20 | 0-20  | | material, | | | | | | |  | | extremely | | | | | | |  | | cobbly loam | | | | | | |  | >39 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | |  Rock outcrop. | | | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 51E: | | | | | | | | |  Arcadian--------| 0-3 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 3-5 |Very gravelly |GC-GM, GM, SM|A-1, A-4, A- | 0-5 |10-20 |30-75 |10-65 | 5-65  | | fine sandy | | 2-4 | | | | |  | | loam, very | | | | | | |  | | gravelly loamy| | | | | | |  | | very fine sand| | | | | | |  | 5-12 |Very gravelly |GC-GM, GM, SM|A-1, A-4, A- | 0-5 |10-20 |30-75 |10-65 | 5-65  | | fine sandy | | 2-4 | | | | |  | | loam, very | | | | | | |  | | gravelly loamy| | | | | | |  | | very fine sand| | | | | | |  | 12-22 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 51E: | | | | | | | | |  Nipissing-------| 0-1 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 3-4 |Very cobbly |GM, GC-GM |A-1, A-2-4 | 0-5 |35-40 |55-65 |45-55 |35-55  | | fine sandy | | | | | | |  | | loam, very | | | | | | |  | | cobbly silt | | | | | | |  | | loam | | | | | | |  | 4-20 |Extremely |GM, GC-GM |A-1, A-2-4 | 0-5 |35-45 |50-55 |35-40 |25-40  | | cobbly fine | | | | | | |  | | sandy loam, | | | | | | |  | | extremely | | | | | | |  | | cobbly silt | | | | | | |  | | loam | | | | | | |  | 20-29 |Extremely |GM, GC-GM |A-1, A-2-4 | 0-5 |40-45 |50-55 |35-40 |30-35  | | cobbly fine | | | | | | |  | | sandy loam, | | | | | | |  | | extremely | | | | | | |  | | cobbly loam | | | | | | |  | 29-35 |Extremely |GM, GC-GM |A-1, A-2-4 | 0-5 |40-50 |30-45 |15-30 |10-30  | | cobbly fine | | | | | | |  | | sandy loam, | | | | | | |  | | extremely | | | | | | |  | | cobbly silt | | | | | | |  | | loam | | | | | | |  | 35-39 |Fragmental |GM, GC-GM |A-1 | 0-5 |65-75 |20-40 | 0-20 | 0-20  | | material, | | | | | | |  | | extremely | | | | | | |  | | cobbly loam | | | | | | |  | >39 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | |  Rock outcrop. | | | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 52C: | | | | | | | | |  Arcadian--------| 0-3 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 3-5 |Very gravelly |GC-GM, GM, SM|A-1, A-4, A- | 0-5 |10-20 |30-75 |10-65 | 5-65  | | fine sandy | | 2-4 | | | | |  | | loam, very | | | | | | |  | | gravelly loamy| | | | | | |  | | very fine sand| | | | | | |  | 5-12 |Very gravelly |GC-GM, GM, SM|A-1, A-4, A- | 0-5 |10-20 |30-75 |10-65 | 5-65  | | fine sandy | | 2-4 | | | | |  | | loam, very | | | | | | |  | | gravelly loamy| | | | | | |  | | very fine sand| | | | | | |  | 12-22 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | |  Dishno----------| 0-1 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Cobbly very |ML |A-4, A-2-4 | 0-7 | 5-15 |80-95 |80-90 |55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 3-4 |Cobbly very |ML |A-4, A-2-4 | 4-7 | 5-20 |80-95 |80-90 |55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 4-8 |Cobbly very |ML, SM |A-4, A-2-4 | 4-7 | 5-20 |80-90 |80-90 |55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 8-26 |Cobbly very |ML, SM |A-4, A-2-4 | 4-7 | 5-20 |80-95 |75-90 |50-75  | | fine sandy | | | | | | |  | | loam, cobbly | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 26-31 |Very cobbly |SM |A-1, A-2-4 | 3-6 |10-20 |70-80 |60-75 |30-55  | | loamy sand, | | | | | | |  | | cobbly loamy | | | | | | |  | | sand | | | | | | |  | 31-42 |Very cobbly |SM |A-1, A-2-4 | 3-7 |10-20 |70-80 |60-75 |30-55  | | loamy sand, | | | | | | |  | | cobbly loamy | | | | | | |  | | sand | | | | | | |  | >42 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | |  Rock outcrop. | | | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 52E: | | | | | | | | |  Arcadian--------| 0-3 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 3-5 |Very gravelly |GC-GM, GM, SM|A-1, A-4, A- | 0-5 |10-20 |30-75 |10-65 | 5-65  | | fine sandy | | 2-4 | | | | |  | | loam, very | | | | | | |  | | gravelly loamy| | | | | | |  | | very fine sand| | | | | | |  | 5-12 |Very gravelly |GC-GM, GM, SM|A-1, A-4, A- | 0-5 |10-20 |30-75 |10-65 | 5-65  | | fine sandy | | 2-4 | | | | |  | | loam, very | | | | | | |  | | gravelly loamy| | | | | | |  | | very fine sand| | | | | | |  | 12-22 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | |  Dishno----------| 0-1 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Cobbly very |ML |A-4, A-2-4 | 0-7 | 5-15 |80-95 |80-90 |55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 3-4 |Cobbly very |ML |A-4, A-2-4 | 4-7 | 5-20 |80-95 |80-90 |55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 4-8 |Cobbly very |ML, SM |A-4, A-2-4 | 4-7 | 5-20 |80-90 |80-90 |55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 8-26 |Cobbly very |ML, SM |A-4, A-2-4 | 4-7 | 5-20 |80-95 |75-90 |50-75  | | fine sandy | | | | | | |  | | loam, cobbly | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 26-31 |Very cobbly |SM |A-1, A-2-4 | 3-6 |10-20 |70-80 |60-75 |30-55  | | loamy sand, | | | | | | |  | | cobbly loamy | | | | | | |  | | sand | | | | | | |  | 31-42 |Very cobbly |SM |A-1, A-2-4 | 3-7 |10-20 |70-80 |60-75 |30-55  | | loamy sand, | | | | | | |  | | cobbly loamy | | | | | | |  | | sand | | | | | | |  | >42 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | |  Rock outcrop. | | | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 53E: | | | | | | | | |  Arcadian--------| 0-3 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 3-5 |Very gravelly |GC-GM, GM, SM|A-1, A-4, A- | 0-5 |10-20 |30-75 |10-65 | 5-65  | | fine sandy | | 2-4 | | | | |  | | loam, very | | | | | | |  | | gravelly loamy| | | | | | |  | | very fine sand| | | | | | |  | 5-12 |Very gravelly |GC-GM, GM, SM|A-1, A-4, A- | 0-5 |10-20 |30-75 |10-65 | 5-65  | | fine sandy | | 2-4 | | | | |  | | loam, very | | | | | | |  | | gravelly loamy| | | | | | |  | | very fine sand| | | | | | |  | 12-22 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | |  Michigamme------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-4 |Cobbly very |CL-ML, ML |A-4 | 0 |20-50 |95-100|75-100|45-85  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 4-10 |Cobbly very |CL-ML, ML |A-4 | 0-1 | 0-50 |95-100|75-100|45-95  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 10-22 |Very cobbly |CL-ML, ML, |A-4, A-2-4, | 0-1 | 0-50 |95-100|75-100|45-95  | | very fine | SM, SC-SM | A-1 | | | | |  | | sandy loam, | | | | | | |  | | very cobbly | | | | | | |  | | sandy loam | | | | | | |  | 22-30 |Cobbly loamy |SM, SC-SM |A-1, A-2-4 | 0-5 | 0-30 |85-100|75-95 |45-65  | | sand, bouldery| | | | | | |  | | loamy sand, | | | | | | |  | | cobbly sandy | | | | | | |  | | loam | | | | | | |  | >30 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | |  Rock outcrop. | | | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 53F: | | | | | | | | |  Arcadian--------| 0-3 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 3-5 |Very gravelly |GC-GM, GM, SM|A-1, A-4, A- | 0-5 |10-20 |30-75 |10-65 | 5-65  | | fine sandy | | 2-4 | | | | |  | | loam, very | | | | | | |  | | gravelly loamy| | | | | | |  | | very fine sand| | | | | | |  | 5-12 |Very gravelly |GC-GM, GM, SM|A-1, A-4, A- | 0-5 |10-20 |30-75 |10-65 | 5-65  | | fine sandy | | 2-4 | | | | |  | | loam, very | | | | | | |  | | gravelly loamy| | | | | | |  | | very fine sand| | | | | | |  | 12-22 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | |  Michigamme------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-4 |Cobbly very |CL-ML, ML |A-4 | 0 |20-50 |95-100|75-100|45-85  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 4-10 |Cobbly very |CL-ML, ML |A-4 | 0-1 | 0-50 |95-100|75-100|45-95  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 10-22 |Very cobbly |CL-ML, ML, |A-4, A-2-4, | 0-1 | 0-50 |95-100|75-100|45-95  | | very fine | SM, SC-SM | A-1 | | | | |  | | sandy loam, | | | | | | |  | | very cobbly | | | | | | |  | | sandy loam | | | | | | |  | 22-30 |Cobbly loamy |SM, SC-SM |A-1, A-2-4 | 0-5 | 0-30 |85-100|75-95 |45-65  | | sand, bouldery| | | | | | |  | | loamy sand, | | | | | | |  | | cobbly sandy | | | | | | |  | | loam | | | | | | |  | >30 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | |  Rock outcrop. | | | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 55B: | | | | | | | | |  Chocolay--------| 0-2 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-11 |Very cobbly |GC-GM, GM, GC|A-1, A-4 | 0 | 0-10 |55-80 |45-75 |40-70  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 11-13 |Very gravelly |GC-GM, GM |A-1, A-2-4 | 0-1 | 5-10 |50-75 |40-70 |25-60  | | fine sandy | | | | | | |  | | loam, cobbly | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 13-18 |Very gravelly |GC-GM, GM, GC|A-1, A-4 | 1-5 | 5-20 |50-75 |35-70 |25-65  | | very fine | | | | | | |  | | sandy loam, | | | | | | |  | | cobbly fine | | | | | | |  | | sandy loam, | | | | | | |  | | flaggy fine | | | | | | |  | | sandy loam | | | | | | |  | 18-21 |Very flaggy |GC-GM, GM, |A-1, A-2-4 |20-40 |45-70 |30-65 |20-55 |10-35  | | fine sandy | GC, SM | | | | | |  | | loam, flaggy | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | >21 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 100B: | | | | | | | | |  Waiska----------| 0-1 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-7 |Cobbly loamy |SM, SC, SC-SM|A-1, A-2-4, | 0-8 | 0-15 |75-90 |65-90 |35-70  | | sand, cobbly | | A-3 | | | | |  | | sandy loam | | | | | | |  | 7-23 |Very gravelly |SM, SW-SM, |A-1, A-2-4 | 0-13 | 5-10 |50-60 |35-45 |15-35  | | loamy sand, | SC-SM | | | | | |  | | very gravelly | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 23-35 |Extremely |SC-SM, SW-SM |A-1 | 7-12 | 5-10 |40-60 |25-45 |15-30  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | 35-60 |Extremely |GP, SP, SP- |A-1 | 6-12 | 5-10 |30-60 |10-50 | 5-35  | | gravelly | SM, SC-SM, | | | | | |  | | coarse sand, | SW-SM | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | 60-80 |Extremely |GP, SP, SC- |A-1 | 6 | 5-15 |30-60 |10-50 | 5-35  | | gravelly | SM, SP-SM, | | | | | |  | | coarse sand, | SW-SM | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 100D: | | | | | | | | |  Waiska----------| 0-1 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-7 |Cobbly loamy |SM, SC, SC-SM|A-1, A-2-4, | 0-8 | 0-15 |75-90 |65-90 |35-70  | | sand, cobbly | | A-3 | | | | |  | | sandy loam | | | | | | |  | 7-23 |Very gravelly |SM, SW-SM, |A-1, A-2-4 | 0-13 | 5-10 |50-60 |35-45 |15-35  | | loamy sand, | SC-SM | | | | | |  | | very gravelly | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 23-35 |Extremely |SC-SM, SW-SM |A-1 | 7-12 | 5-10 |40-60 |25-45 |15-30  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | 35-60 |Extremely |GP, SP, SP- |A-1 | 6-12 | 5-10 |30-60 |10-50 | 5-35  | | gravelly | SM, SC-SM, | | | | | |  | | coarse sand, | SW-SM | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | 60-80 |Extremely |GP, SP, SC- |A-1 | 6 | 5-15 |30-60 |10-50 | 5-35  | | gravelly | SM, SP-SM, | | | | | |  | | coarse sand, | SW-SM | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 102C: | | | | | | | | |  Waiska----------| 0-1 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-7 |Cobbly loamy |SM, SC, SC-SM|A-1, A-2-4, | 0-8 | 0-15 |75-90 |65-90 |35-70  | | sand, cobbly | | A-3 | | | | |  | | sandy loam | | | | | | |  | 7-23 |Very gravelly |SM, SW-SM, |A-1, A-2-4 | 0-13 | 5-10 |50-60 |35-45 |15-35  | | loamy sand, | SC-SM | | | | | |  | | very gravelly | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 23-35 |Extremely |SC-SM, SW-SM |A-1 | 7-12 | 5-10 |40-60 |25-45 |15-30  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | 35-60 |Extremely |GP, SP, SP- |A-1 | 6-12 | 5-10 |30-60 |10-50 | 5-35  | | gravelly | SM, SC-SM, | | | | | |  | | coarse sand, | SW-SM | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | 60-80 |Extremely |GP, SP, SC- |A-1 | 6 | 5-15 |30-60 |10-50 | 5-35  | | gravelly | SM, SP-SM, | | | | | |  | | coarse sand, | SW-SM | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | | | | | | | | |  Garlic----------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-7 |Loamy fine |SM, SC-SM |A-2-4, A-4 | 0 | 0 |95-100|90-100|60-85  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 7-13 |Fine sand, sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 13-20 |Fine sand, sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 20-27 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 27-46 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |90-100|85-100|45-80  | 46-80 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |90-100|85-100|45-80  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 102E: | | | | | | | | |  Waiska----------| 0-1 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-7 |Cobbly loamy |SM, SC, SC-SM|A-1, A-2-4, | 0-8 | 0-15 |75-90 |65-90 |35-70  | | sand, cobbly | | A-3 | | | | |  | | sandy loam | | | | | | |  | 7-23 |Very gravelly |SM, SW-SM, |A-1, A-2-4 | 0-13 | 5-10 |50-60 |35-45 |15-35  | | loamy sand, | SC-SM | | | | | |  | | very gravelly | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 23-35 |Extremely |SC-SM, SW-SM |A-1 | 7-12 | 5-10 |40-60 |25-45 |15-30  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | 35-60 |Extremely |GP, SP, SP- |A-1 | 6-12 | 5-10 |30-60 |10-50 | 5-35  | | gravelly | SM, SC-SM, | | | | | |  | | coarse sand, | SW-SM | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | 60-80 |Extremely |GP, SP, SC- |A-1 | 6 | 5-15 |30-60 |10-50 | 5-35  | | gravelly | SM, SP-SM, | | | | | |  | | coarse sand, | SW-SM | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | | | | | | | | |  Garlic----------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-7 |Loamy fine |SM, SC-SM |A-2-4, A-4 | 0 | 0 |95-100|90-100|60-85  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 7-13 |Fine sand, sand|SM, SC-SM |A-1, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 13-20 |Fine sand, sand|SM, SC-SM |A-1, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 20-27 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 27-46 |Sand, fine sand|SM, SC-SM |A-1, A-2-4 | 0 | 0 |90-100|85-100|45-80  | 46-80 |Sand, fine sand|SM, SC-SM |A-1, A-2-4 | 0 | 0 |90-100|85-100|45-80  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 102F: | | | | | | | | |  Waiska----------| 0-1 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-7 |Cobbly loamy |SM, SC, SC-SM|A-1, A-2-4, | 0-8 | 0-15 |75-90 |65-90 |35-70  | | sand, cobbly | | A-3 | | | | |  | | sandy loam | | | | | | |  | 7-23 |Very gravelly |SM, SW-SM, |A-1, A-2-4 | 0-13 | 5-10 |50-60 |35-45 |15-35  | | loamy sand, | SC-SM | | | | | |  | | very gravelly | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 23-35 |Extremely |SC-SM, SW-SM |A-1 | 7-12 | 5-10 |40-60 |25-45 |15-30  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | 35-60 |Extremely |GP, SP, SP- |A-1 | 6-12 | 5-10 |30-60 |10-50 | 5-35  | | gravelly | SM, SC-SM, | | | | | |  | | coarse sand, | SW-SM | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | 60-80 |Extremely |GP, SP, SC- |A-1 | 6 | 5-15 |30-60 |10-50 | 5-35  | | gravelly | SM, SP-SM, | | | | | |  | | coarse sand, | SW-SM | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | | | | | | | | |  Garlic----------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-7 |Loamy fine |SM, SC-SM |A-2-4, A-4 | 0 | 0 |95-100|90-100|60-85  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 7-13 |Fine sand, sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 13-20 |Fine sand, sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 20-27 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 27-46 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |90-100|85-100|45-80  | 46-80 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |90-100|85-100|45-80  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pas Map symbol | Depth | USDA texture |___________________________|_____________| sieve number and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 110B: | | | | | | | | |  Shelldrake------| 0-1 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-6 |Sand |SP-SM, SP |A-3 | 0 | 0 | 100 | 100 |50-7 | 6-13 |Sand |SP-SM, SP |A-3 | 0 | 0 | 100 | 100 |50-7 | 13-23 |Sand |SP-SM, SP |A-3 | 0 | 0 | 100 | 100 |50-7 | 23-80 |Sand |SP-SM, SP |A-3 | 0 | 0 | 100 | 100 |50-7 | | | | | | | | |  Croswell--------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-11 |Sand |SW-SM, SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-7 | 11-21 |Sand |SW-SM, SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-7 | 21-34 |Sand |SW-SM, SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-7 | 34-80 |Sand |SW-SM, SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-7 | | | | | | | | | 111B: | | | | | | | | |  Deer Park-------| 0-1 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-8 |Sand, fine sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-8 | 8-17 |Fine sand, sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-8 | 17-24 |Fine sand, sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-8 | 24-35 |Fine sand, sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-8 | 35-80 |Fine sand, sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-8 | | | | | | | | | 111D: | | | | | | | | |  Deer Park-------| 0-1 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-8 |Sand, fine sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-8 | 8-17 |Fine sand, sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-8 | 17-24 |Fine sand, sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-8 | 24-35 |Fine sand, sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-8 | 35-80 |Fine sand, sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-8 | | | | | | | | | 111E: | | | | | | | | |  Deer Park-------| 0-1 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-8 |Sand, fine sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-8 | 8-17 |Fine sand, sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-8 | 17-24 |Fine sand, sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-8 | 24-35 |Fine sand, sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-8 | 35-80 |Fine sand, sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-8 | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 111F: | | | | | | | | |  Deer Park-------| 0-1 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-8 |Sand, fine sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-80  | 8-17 |Fine sand, sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-80  | 17-24 |Fine sand, sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-80  | 24-35 |Fine sand, sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-80  | 35-80 |Fine sand, sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-80  | | | | | | | | | 112C: | | | | | | | | |  Deer Park-------| 0-1 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-8 |Sand, fine sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-80  | 8-17 |Fine sand, sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-80  | 17-24 |Fine sand, sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-80  | 24-35 |Fine sand, sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-80  | 35-80 |Fine sand, sand|SM, SP-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-80  | | | | | | | | |  Croswell--------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-11 |Sand |SW-SM, SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-70  | 11-21 |Sand |SW-SM, SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-70  | 21-34 |Sand |SW-SM, SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-70  | 34-80 |Sand |SW-SM, SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-70  | | | | | | | | | 113C: | | | | | | | | |  Rubicon---------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-7 |Sand |SP, SP-SM, SM|A-3, A-2-4 | 0 | 0 |95-100|85-100|40-70  | 7-34 |Sand |SP, SP-SM, SM|A-3, A-2-4 | 0 | 0 |95-100|85-100|40-70  | 34-44 |Sand, coarse |SP, SP-SM, SM|A-3, A-2-4, | 0 | 0 |95-100|85-100|40-70  | | sand | | A-1 | | | | |  | 44-80 |Sand, coarse |SP, SP-SM, SM|A-3, A-2-4, | 0 | 0 |95-100|85-100|40-70  | | sand | | A-1 | | | | |  | | | | | | | | |  Croswell--------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-11 |Sand |SW-SM, SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-70  | 11-21 |Sand |SW-SM, SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-70  | 21-34 |Sand |SW-SM, SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-70  | 34-80 |Sand |SW-SM, SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-70  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 120B: | | | | | | | | |  Garlic----------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-7 |Loamy fine |SM, SC-SM |A-2-4, A-4 | 0 | 0 |95-100|90-100|60-85  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 7-13 |Fine sand, sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 13-20 |Fine sand, sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 20-27 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 27-46 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |90-100|85-100|45-80  | 46-80 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |90-100|85-100|45-80  | | | | | | | | | 120D: | | | | | | | | |  Garlic----------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-7 |Loamy fine |SM, SC-SM |A-2-4, A-4 | 0 | 0 |95-100|90-100|60-85  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 7-13 |Fine sand, sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 13-20 |Fine sand, sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 20-27 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 27-46 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |90-100|85-100|45-80  | 46-80 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |90-100|85-100|45-80  | | | | | | | | | 120E: | | | | | | | | |  Garlic----------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-7 |Loamy fine |SM, SC-SM |A-2-4, A-4 | 0 | 0 |95-100|90-100|60-85  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 7-13 |Fine sand, sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 13-20 |Fine sand, sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 20-27 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 27-46 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |90-100|85-100|45-80  | 46-80 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |90-100|85-100|45-80  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 125A: | | | | | | | | |  Croswell--------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-11 |Sand |SW-SM, SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-70  | 11-21 |Sand |SW-SM, SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-70  | 21-34 |Sand |SW-SM, SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-70  | 34-80 |Sand |SW-SM, SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-70  | | | | | | | | |  Au Gres---------| 0-4 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 4-13 |Sand |SW-SM |A-2-4, A-3 | 0 | 0 | 100 |95-100|50-70  | 13-19 |Sand |SW-SM |A-2-4, A-3 | 0 | 0 | 100 |95-100|50-70  | 19-28 |Sand |SW-SM |A-2-4, A-3 | 0 | 0 | 100 |95-100|50-70  | 28-34 |Sand |SW-SM |A-2-4, A-3 | 0 | 0 | 100 |95-100|50-70  | 34-80 |Sand |SW-SM |A-2-4, A-3 | 0 | 0 | 100 |95-100|50-70  | | | | | | | | | 126B: | | | | | | | | |  Au Gres---------| 0-4 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 4-13 |Sand |SW-SM |A-2-4, A-3 | 0 | 0 | 100 |95-100|50-70  | 13-19 |Sand |SW-SM |A-2-4, A-3 | 0 | 0 | 100 |95-100|50-70  | 19-28 |Sand |SW-SM |A-2-4, A-3 | 0 | 0 | 100 |95-100|50-70  | 28-34 |Sand |SW-SM |A-2-4, A-3 | 0 | 0 | 100 |95-100|50-70  | 34-80 |Sand |SW-SM |A-2-4, A-3 | 0 | 0 | 100 |95-100|50-70  | | | | | | | | |  Deford----------| 0-6 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 6-8 |Sand |SM, SC-SM |A-1, A-2-4 | 0 | 0 | 100 | 100 |50-70  | 8-80 |Sand |SM, SC-SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-70  | | | | | | | | |  Croswell--------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-11 |Sand |SW-SM, SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-70  | 11-21 |Sand |SW-SM, SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-70  | 21-34 |Sand |SW-SM, SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-70  | 34-80 |Sand |SW-SM, SM |A-3, A-2-4 | 0 | 0 | 100 | 100 |50-70  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 127A: | | | | | | | | |  Au Gres---------| 0-4 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 4-13 |Sand |SW-SM |A-2-4, A-3 | 0 | 0 | 100 |95-100|50-70  | 13-19 |Sand |SW-SM |A-2-4, A-3 | 0 | 0 | 100 |95-100|50-70  | 19-28 |Sand |SW-SM |A-2-4, A-3 | 0 | 0 | 100 |95-100|50-70  | 28-34 |Sand |SW-SM |A-2-4, A-3 | 0 | 0 | 100 |95-100|50-70  | 34-80 |Sand |SW-SM |A-2-4, A-3 | 0 | 0 | 100 |95-100|50-70  | | | | | | | | |  Kinross---------| 0-2 |Peat |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 2-6 |Muck |PT |A-8 | 0 | 0 | 100 | 100 |90-10 | 6-16 |Sand |SM, SC-SM, |A-3, A-2-4, | 0 | 0 |95-100|90-100|50-80  | | | SP-SM | A-1 | | | | |  | 16-32 |Sand |SM, SC-SM, |A-3, A-2-4, | 0 | 0 |95-100|90-100|50-80  | | | SP-SM | A-1 | | | | |  | 32-80 |Sand |SM, SC-SM, |A-3, A-2-4, | 0 | 0 |95-100|90-100|50-80  | | | SP-SM | A-1 | | | | |  | | | | | | | | | 130C: | | | | | | | | |  Garlic----------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-7 |Loamy fine |SM, SC-SM |A-2-4, A-4 | 0 | 0 |95-100|90-100|60-85  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 7-13 |Fine sand, sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 13-20 |Fine sand, sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 20-27 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 27-46 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |90-100|85-100|45-80  | 46-80 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |90-100|85-100|45-80  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 130C: | | | | | | | | |  Alcona----------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-4 |Very fine sandy|CL-ML, ML, CL|A-4 | 0 | 0-2 | 100 | 100 |85-95  | | loam | | | | | | |  | 4-7 |Very fine sandy|CL-ML, ML, CL|A-4 | 0 | 0-2 | 100 | 100 |85-95  | | loam | | | | | | |  | 7-29 |Very fine sandy|CL-ML, ML, CL|A-4 | 0 | 0-2 | 100 | 100 |85-95  | | loam | | | | | | |  | 29-40 |Very fine sandy|CL-ML, SM, |A-4 | 0 | 0-1 | 100 | 100 |65-95  | | loam, loamy | ML, SC-SM | | | | | |  | | very fine sand| | | | | | |  | 40-46 |Very fine sandy|CL-ML, SM, ML|A-4, A-2-4 | 0 | 0-2 | 100 | 100 |65-95  | | loam, loamy | | | | | | |  | | very fine | | | | | | |  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 46-69 |Stratified fine|SM, SC-SM |A-2-4, A-4 | 0 | 0-2 | 100 | 100 |65-85  | | sand to loamy | | | | | | |  | | fine sand | | | | | | |  | 69-80 |Fine sand |SM, SC-SM |A-2-4 | 0 | 0-2 | 100 | 100 |65-80  | | | | | | | | | 130E: | | | | | | | | |  Garlic----------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-7 |Loamy fine |SM, SC-SM |A-2-4, A-4 | 0 | 0 |95-100|90-100|60-85  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 7-13 |Fine sand, sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 13-20 |Fine sand, sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 20-27 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 27-46 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |90-100|85-100|45-80  | 46-80 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |90-100|85-100|45-80  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 130E: | | | | | | | | |  Alcona----------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-4 |Very fine sandy|CL-ML, ML, CL|A-4 | 0 | 0-2 | 100 | 100 |85-95  | | loam | | | | | | |  | 4-7 |Very fine sandy|CL-ML, ML, CL|A-4 | 0 | 0-2 | 100 | 100 |85-95  | | loam | | | | | | |  | 7-29 |Very fine sandy|CL-ML, ML, CL|A-4 | 0 | 0-2 | 100 | 100 |85-95  | | loam | | | | | | |  | 29-40 |Very fine sandy|CL-ML, SM, |A-4 | 0 | 0-1 | 100 | 100 |65-95  | | loam, loamy | ML, SC-SM | | | | | |  | | very fine sand| | | | | | |  | 40-46 |Very fine sandy|CL-ML, SM, ML|A-4, A-2-4 | 0 | 0-2 | 100 | 100 |65-95  | | loam, loamy | | | | | | |  | | very fine | | | | | | |  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 46-69 |Stratified fine|SM, SC-SM |A-2-4, A-4 | 0 | 0-2 | 100 | 100 |65-85  | | sand to loamy | | | | | | |  | | fine sand | | | | | | |  | 69-80 |Fine sand |SM, SC-SM |A-2-4 | 0 | 0-2 | 100 | 100 |65-80  | | | | | | | | | 133C: | | | | | | | | |  Keweenaw--------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-11 |Loamy sand |SM, SC-SM |A-2-4 | 0 | 0 |95-100|95-100|50-75  | 11-17 |Loamy sand |SM, SC-SM |A-2-4 | 0 | 0 |95-100|95-100|50-75  | 17-39 |Loamy sand, |SM, SC-SM, SC|A-2-4, A-4 | 0 | 0 |95-100|85-100|45-85  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 39-61 |Fine sandy |SM, SC-SM, SC|A-4, A-2-4 | 0 | 0 |95-100|95-100|65-85  | | loam, loamy | | | | | | |  | | sand | | | | | | |  | 61-80 |Loamy sand, |SM, SC-SM, SC|A-2-4, A-4 | 0 | 0 |95-100|90-100|45-85  | | fine sandy | | | | | | |  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 133C: | | | | | | | | |  Garlic----------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-7 |Loamy fine |SM, SC-SM |A-2-4, A-4 | 0 | 0 |95-100|90-100|60-85  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 7-13 |Fine sand, sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 13-20 |Fine sand, sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 20-27 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 27-46 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |90-100|85-100|45-80  | 46-80 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |90-100|85-100|45-80  | | | | | | | | | 133E: | | | | | | | | |  Keweenaw--------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-11 |Loamy sand |SM, SC-SM |A-2-4 | 0 | 0 |95-100|95-100|50-75  | 11-17 |Loamy sand |SM, SC-SM |A-2-4 | 0 | 0 |95-100|95-100|50-75  | 17-39 |Loamy sand, |SM, SC-SM, SC|A-2-4, A-4 | 0 | 0 |95-100|85-100|45-85  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 39-61 |Fine sandy |SM, SC-SM, SC|A-4, A-2-4 | 0 | 0 |95-100|95-100|65-85  | | loam, loamy | | | | | | |  | | sand | | | | | | |  | 61-80 |Loamy sand, |SM, SC-SM, SC|A-2-4, A-4 | 0 | 0 |95-100|90-100|45-85  | | fine sandy | | | | | | |  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | | | | | | | | |  Garlic----------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-7 |Loamy fine |SM, SC-SM |A-2-4, A-4 | 0 | 0 |95-100|90-100|60-85  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 7-13 |Fine sand, sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 13-20 |Fine sand, sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 20-27 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 27-46 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |90-100|85-100|45-80  | 46-80 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |90-100|85-100|45-80  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 133F: | | | | | | | | |  Keweenaw--------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-11 |Loamy sand |SM, SC-SM |A-2-4 | 0 | 0 |95-100|95-100|50-75  | 11-17 |Loamy sand |SM, SC-SM |A-2-4 | 0 | 0 |95-100|95-100|50-75  | 17-39 |Loamy sand, |SM, SC-SM, SC|A-2-4, A-4 | 0 | 0 |95-100|85-100|45-85  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 39-61 |Fine sandy |SM, SC-SM, SC|A-4, A-2-4 | 0 | 0 |95-100|95-100|65-85  | | loam, loamy | | | | | | |  | | sand | | | | | | |  | 61-80 |Loamy sand, |SM, SC-SM, SC|A-2-4, A-4 | 0 | 0 |95-100|90-100|45-85  | | fine sandy | | | | | | |  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | | | | | | | | |  Garlic----------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-7 |Loamy fine |SM, SC-SM |A-2-4, A-4 | 0 | 0 |95-100|90-100|60-85  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 7-13 |Fine sand, sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 13-20 |Fine sand, sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 20-27 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |95-100|90-100|45-80  | 27-46 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |90-100|85-100|45-80  | 46-80 |Sand, fine sand|SM, SC-SM |A-3, A-2-4 | 0 | 0 |90-100|85-100|45-80  | | | | | | | | | 136B: | | | | | | | | |  Borgstrom-------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-8 |Fine sand |SM, SC-SM |A-2-4 | 0 | 0-7 | 100 | 100 |65-80  | 8-11 |Fine sand |SM, SC-SM |A-2-4 | 0 | 0-7 | 100 | 100 |65-80  | 11-18 |Fine sand |SM, SC-SM |A-2-4 | 0 | 0-7 | 100 | 100 |65-80  | 18-21 |Fine sand |SM, SC-SM |A-2-4 | 0 | 0-7 | 100 | 100 |65-80  | 21-24 |Fine sand |SM, SC-SM |A-2-4 | 0 | 0-7 | 100 | 100 |65-80  | 24-80 |Stratified |SC-SM, SC, |A-2-4, A-4, | 0 | 0 | 100 | 100 |65-10 | | loamy fine | CL-ML, CL | A-6 | | | | |  | | sand to loamy | | | | | | |  | | very fine sand| | | | | | |  | | to fine sand | | | | | | |  | | to very fine | | | | | | |  | | sandy loam to | | | | | | |  | | silt loam | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 136B: | | | | | | | | |  Ingalls---------| 0-4 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 4-5 |Sand |SP, SP-SM |A-3 | 0 | 0 |90-100|85-100|45-70  | 5-14 |Loamy sand, |SP, SP-SM |A-2-4, A-3 | 0 | 0 |90-100|85-100|40-95  | | sand, fine | | | | | | |  | | sand | | | | | | |  | 14-16 |Loamy sand, |SM, SP, SP-SM|A-2-4, A-3 | 0 | 0 |90-100|85-100|40-95  | | fine sand, | | | | | | |  | | sand | | | | | | |  | 16-35 |Fine sand, |SP, SP-SM, SM|A-3, A-2-4 | 0 | 0 |90-100|85-100|40-95  | | loamy sand, | | | | | | |  | | sand | | | | | | |  | 35-80 |Silt loam, |ML, SM |A-4 | 0 | 0 | 100 | 100 |60-10 | | loamy fine | | | | | | |  | | sand, loamy | | | | | | |  | | very fine | | | | | | |  | | sand, silt | | | | | | |  | | | | | | | | | 142C: | | | | | | | | |  Wallace---------| 0-4 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 4-5 |Sand |SM |A-2-4, A-3 | 0 | 0 | 100 | 100 |50-70  | 5-22 |Sand |SM |A-2-4, A-3 | 0 | 0 | 100 | 100 |50-70  | 22-31 |Sand |SM |A-2-4, A-3 | 0 | 0 | 100 | 100 |50-70  | 31-37 |Sand |SM |A-2-4, A-3 | 0 | 0 | 100 | 100 |50-70  | 37-62 |Sand |SM |A-2-4, A-3 | 0 | 0 | 100 | 100 |50-70  | 62-74 |Sand |SM |A-2-4, A-3 | 0 | 0 | 100 | 100 |50-70  | 74-80 |Sand |SM |A-2-4, A-3 | 0 | 0 | 100 | 100 |50-70  | | | | | | | | |  Rubicon---------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-7 |Sand |SP, SP-SM, SM|A-3, A-2-4 | 0 | 0 |95-100|85-100|40-70  | 7-34 |Sand |SP, SP-SM, SM|A-3, A-2-4 | 0 | 0 |95-100|85-100|40-70  | 34-44 |Sand, coarse |SP, SP-SM, SM|A-3, A-2-4, | 0 | 0 |95-100|85-100|40-70  | | sand | | A-1 | | | | |  | 44-80 |Sand, coarse |SP, SP-SM, SM|A-3, A-2-4, | 0 | 0 |95-100|85-100|40-70  | | sand | | A-1 | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 142F: | | | | | | | | |  Wallace---------| 0-4 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 4-5 |Sand |SM |A-2-4, A-3 | 0 | 0 | 100 | 100 |50-70  | 5-22 |Sand |SM |A-2-4, A-3 | 0 | 0 | 100 | 100 |50-70  | 22-31 |Sand |SM |A-2-4, A-3 | 0 | 0 | 100 | 100 |50-70  | 31-37 |Sand |SM |A-2-4, A-3 | 0 | 0 | 100 | 100 |50-70  | 37-62 |Sand |SM |A-2-4, A-3 | 0 | 0 | 100 | 100 |50-70  | 62-74 |Sand |SM |A-2-4, A-3 | 0 | 0 | 100 | 100 |50-70  | 74-80 |Sand |SM |A-2-4, A-3 | 0 | 0 | 100 | 100 |50-70  | | | | | | | | |  Rubicon---------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-7 |Sand |SP, SP-SM, SM|A-3, A-2-4 | 0 | 0 |95-100|85-100|40-70  | 7-34 |Sand |SP, SP-SM, SM|A-3, A-2-4 | 0 | 0 |95-100|85-100|40-70  | 34-44 |Sand, coarse |SP, SP-SM, SM|A-3, A-2-4, | 0 | 0 |95-100|85-100|40-70  | | sand | | A-1 | | | | |  | 44-80 |Sand, coarse |SP, SP-SM, SM|A-3, A-2-4, | 0 | 0 |95-100|85-100|40-70  | | sand | | A-1 | | | | |  | | | | | | | | | 155C: | | | | | | | | |  Montreal--------| 0-2 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-6 |Cobbly fine |SM, SC-SM, |A-4, A-2-4 | 2-5 |15-25 |85-95 |80-90 |55-75  | | sandy loam | ML, CL-ML | | | | | |  | 6-11 |Cobbly fine |SM, SC-SM, |A-4, A-2-4 | 2-5 |15-25 |85-95 |80-90 |55-75  | | sandy loam | ML, CL-ML | | | | | |  | 11-20 |Cobbly fine |SM, SC-SM, |A-1, A-4, A- | 2-14 |15-35 |65-90 |55-90 |40-75  | | sandy loam | ML, CL-ML | 2-4 | | | | |  | 20-33 |Very cobbly |GP-GM, GM, |A-1, A-2-4, | 1-12 |15-45 |40-90 |25-85 |20-70  | | loamy fine | SM, SC-SM | A-4, A-3 | | | | |  | | sand, very | | | | | | |  | | cobbly fine | | | | | | |  | | sandy loam | | | | | | |  | 33-51 |Very cobbly |GP-GM, GM, |A-1, A-4, A- | 1-12 |15-45 |45-90 |25-85 |20-70  | | fine sandy | SM, SC-SM | 2-4, A-3 | | | | |  | | loam, very | | | | | | |  | | cobbly loamy | | | | | | |  | | fine sand | | | | | | |  | 51-80 |Cobbly loamy |GP-GM, GM, |A-1, A-2-4, | 1-8 |15-50 |40-90 |25-85 |20-70  | | fine sand, | SM, SC-SM | A-4, A-3 | | | | |  | | cobbly fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 155C: | | | | | | | | |  Paavola---------| 0-2 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-6 |Cobbly loamy |SM, SC-SM, SC|A-1, A-2-4 | 2-4 |10-15 |60-80 |50-70 |25-55  | | sand | | | | | | |  | 6-12 |Cobbly loamy |SM, SC-SM, SC|A-1, A-2-4 | 2-4 |15-20 |60-80 |45-70 |25-55  | | sand | | | | | | |  | 12-27 |Very gravelly |SP, SP-SM, |A-1 | 1-3 |15-30 |40-75 |25-65 |15-45  | | sand | SC-SM | | | | | |  | 27-35 |Very gravelly |SC, SM, SC-SM|A-1, A-2-4, | 1-3 | 5-15 |75-90 |65-85 |45-70  | | loamy fine | | A-4 | | | | |  | | sand, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 35-46 |Gravelly fine |SC, SM, SC-SM|A-2-4, A-4 | 1-3 | 5-15 |70-85 |70-80 |50-65  | | sandy loam | | | | | | |  | 46-80 |Gravelly sandy |SC, SM, SC-SM|A-1, A-2-4 | 1-4 | 5-15 |70-85 |60-75 |35-55  | | loam | | | | | | |  | | | | | | | | |  Waiska----------| 0-1 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-7 |Cobbly loamy |SM, SC, SC-SM|A-1, A-2-4, | 0-8 | 0-15 |75-90 |65-90 |35-70  | | sand, cobbly | | A-3 | | | | |  | | sandy loam | | | | | | |  | 7-23 |Very gravelly |SM, SW-SM, |A-1, A-2-4 | 0-13 | 5-10 |50-60 |35-45 |15-35  | | loamy sand, | SC-SM | | | | | |  | | very gravelly | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 23-35 |Extremely |SC-SM, SW-SM |A-1 | 7-12 | 5-10 |40-60 |25-45 |15-30  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | 35-60 |Extremely |GP, SP, SP- |A-1 | 6-12 | 5-10 |30-60 |10-50 | 5-35  | | gravelly | SM, SC-SM, | | | | | |  | | coarse sand, | SW-SM | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | 60-80 |Extremely |GP, SP, SC- |A-1 | 6 | 5-15 |30-60 |10-50 | 5-35  | | gravelly | SM, SP-SM, | | | | | |  | | coarse sand, | SW-SM | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 155E: | | | | | | | | |  Montreal--------| 0-2 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-6 |Cobbly fine |SM, SC-SM, |A-4, A-2-4 | 2-5 |15-25 |85-95 |80-90 |55-75  | | sandy loam | ML, CL-ML | | | | | |  | 6-11 |Cobbly fine |SM, SC-SM, |A-4, A-2-4 | 2-5 |15-25 |85-95 |80-90 |55-75  | | sandy loam | ML, CL-ML | | | | | |  | 11-20 |Cobbly fine |SM, SC-SM, |A-1, A-4, A- | 2-14 |15-35 |65-90 |55-90 |40-75  | | sandy loam | ML, CL-ML | 2-4 | | | | |  | 20-33 |Very cobbly |GP-GM, GM, |A-1, A-2-4, | 1-12 |15-45 |40-90 |25-85 |20-70  | | loamy fine | SM, SC-SM | A-4, A-3 | | | | |  | | sand, very | | | | | | |  | | cobbly fine | | | | | | |  | | sandy loam | | | | | | |  | 33-51 |Very cobbly |GP-GM, GM, |A-1, A-4, A- | 1-12 |15-45 |45-90 |25-85 |20-70  | | fine sandy | SM, SC-SM | 2-4, A-3 | | | | |  | | loam, very | | | | | | |  | | cobbly loamy | | | | | | |  | | fine sand | | | | | | |  | 51-80 |Cobbly loamy |GP-GM, GM, |A-1, A-2-4, | 1-8 |15-50 |40-90 |25-85 |20-70  | | fine sand, | SM, SC-SM | A-4, A-3 | | | | |  | | cobbly fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | |  Paavola---------| 0-2 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-6 |Cobbly loamy |SM, SC-SM, SC|A-1, A-2-4 | 2-4 |10-15 |60-80 |50-70 |25-55  | | sand | | | | | | |  | 6-12 |Cobbly loamy |SM, SC-SM, SC|A-1, A-2-4 | 2-4 |15-20 |60-80 |45-70 |25-55  | | sand | | | | | | |  | 12-27 |Very gravelly |SP, SP-SM, |A-1 | 1-3 |15-30 |40-75 |25-65 |15-45  | | sand | SC-SM | | | | | |  | 27-35 |Very gravelly |SC, SM, SC-SM|A-1, A-2-4, | 1-3 | 5-15 |75-90 |65-85 |45-70  | | loamy fine | | A-4 | | | | |  | | sand, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 35-46 |Gravelly fine |SC, SM, SC-SM|A-2-4, A-4 | 1-3 | 5-15 |70-85 |70-80 |50-65  | | sandy loam | | | | | | |  | 46-80 |Gravelly sandy |SC, SM, SC-SM|A-1, A-2-4 | 1-4 | 5-15 |70-85 |60-75 |35-55  | | loam | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 155E: | | | | | | | | |  Waiska----------| 0-1 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-7 |Cobbly loamy |SM, SC, SC-SM|A-1, A-2-4, | 0-8 | 0-15 |75-90 |65-90 |35-70  | | sand, cobbly | | A-3 | | | | |  | | sandy loam | | | | | | |  | 7-23 |Very gravelly |SM, SW-SM, |A-1, A-2-4 | 0-13 | 5-10 |50-60 |35-45 |15-35  | | loamy sand, | SC-SM | | | | | |  | | very gravelly | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 23-35 |Extremely |SC-SM, SW-SM |A-1 | 7-12 | 5-10 |40-60 |25-45 |15-30  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | 35-60 |Extremely |GP, SP, SP- |A-1 | 6-12 | 5-10 |30-60 |10-50 | 5-35  | | gravelly | SM, SC-SM, | | | | | |  | | coarse sand, | SW-SM | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | 60-80 |Extremely |GP, SP, SC- |A-1 | 6 | 5-15 |30-60 |10-50 | 5-35  | | gravelly | SM, SP-SM, | | | | | |  | | coarse sand, | SW-SM | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | | | | | | | | | 158A: | | | | | | | | |  Arnheim---------| 0-4 |Mucky very fine|CL-ML, ML, |A-4 | 0 | 0 | 100 | 100 |70-95  | | sandy loam, | SC-SM, SM | | | | | |  | | mucky fine | | | | | | |  | | sandy loam | | | | | | |  | 4-9 |Very fine sandy|CL-ML, ML, |A-4 | 0 | 0 | 100 | 100 |85-95  | | loam | SC-SM | | | | | |  | 9-22 |Silt loam |CL-ML, ML, CL|A-4, A-6 | 0 | 0 | 100 | 100 |90-10 | 22-35 |Stratified very|CL-ML, ML, SM|A-4 | 0 | 0 | 100 | 100 |70-10 | | fine sandy | | | | | | |  | | loam to fine | | | | | | |  | | sandy loam to | | | | | | |  | | silt loam | | | | | | |  | 35-50 |Fine sandy loam|SM, SC-SM, SC|A-4 | 0 | 0 | 100 | 100 |70-85  | 50-60 |Loamy sand |SM, SC-SM, SC|A-2-4 | 0 | 0 | 100 | 100 |50-75  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 158A: | | | | | | | | |  Sturgeon--------| 0-2 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-16 |Silt loam |CL-ML, ML, CL|A-4 | 0 | 0 | 100 | 100 |90-10 | 16-42 |Loamy sand, |SM, SC-SM, |A-2-4, A-4 | 0 | 0 | 100 | 100 |50-90  | | loamy fine | ML, CL-ML, | | | | | |  | | sand, loamy | SC | | | | | |  | | very fine sand| | | | | | |  | 42-48 |Fine sandy loam|CL-ML, ML, CL|A-4 | 0 | 0 | 100 | 100 |70-85  | 48-60 |Loamy sand |SC-SM, SM, SC|A-2-4 | 0 | 0 | 100 | 100 |50-75  | | | | | | | | |  Pelkie----------| 0-6 |Loamy fine sand|SM, SC-SM |A-2-4 | 0 | 0 | 100 | 100 |50-95  | 6-22 |Loamy fine sand|SM, SC-SM, |A-2-4, A-3 | 0 | 0 | 100 | 100 |50-80  | | | SP-SM | | | | | |  | 22-80 |Loamy fine |SM, SP-SM |A-2-4, A-3 | 0 | 0 | 100 | 100 |50-80  | | sand, very | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 161F: | | | | | | | | |  Trimountain-----| 0-2 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-6 |Cobbly very |GM, ML, CL- |A-1, A-4, A- | 0-3 |10-20 |75-95 |65-90 |45-85  | | fine sandy | ML, SC-SM, | 2-4 | | | | |  | | loam, cobbly | SM | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 6-11 |Cobbly very |GM, ML, CL- |A-1, A-4, A- | 0-4 |10-30 |70-95 |60-90 |45-85  | | fine sandy | ML, SC-SM, | 2-4 | | | | |  | | loam, cobbly | SM | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 11-20 |Cobbly very |GM, ML, CL- |A-1, A-4, A- | 0-4 |15-30 |65-90 |55-90 |40-85  | | fine sandy | ML, SC-SM, | 2-4 | | | | |  | | loam, cobbly | SM | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 20-33 |Very cobbly |GM, SC-SM, SM|A-1, A-2-4, | 1-4 |15-25 |60-90 |50-85 |35-70  | | loamy fine | | A-4 | | | | |  | | sand, very | | | | | | |  | | cobbly fine | | | | | | |  | | sandy loam | | | | | | |  | 33-51 |Very cobbly |GM, SC-SM, SM|A-1, A-2-4, | 1-4 |15-25 |60-90 |50-85 |35-70  | | fine sandy | | A-4 | | | | |  | | loam, very | | | | | | |  | | cobbly loamy | | | | | | |  | | fine sand | | | | | | |  | 51-80 |Cobbly loamy |SM, SC-SM, |A-2-4, A-4, | 0-4 |15-20 |70-95 |60-90 |45-75  | | fine sand, | ML, GM | A-1 | | | | |  | | cobbly fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 161F: | | | | | | | | |  Lac La Belle----| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-5 |Very stony |GC-GM, GM, GC|A-1, A-2-4 | 0-20 |15-18 |25-45 | 5-30 | 0-25  | | loamy sand, | | | | | | |  | | very stony | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 5-12 |Extremely stony|GC-GM, GM, GC|A-2-4, A-1 | 0-19 | 7-15 |25-65 | 5-50 | 5-40  | | loamy sand, | | | | | | |  | | extremely | | | | | | |  | | stony fine | | | | | | |  | | sandy loam | | | | | | |  | 12-36 |Extremely |GC-GM, GM, SM|A-1, A-2-4 | 0-18 | 7-21 |25-65 |10-45 | 5-35  | | cobbly loamy | | | | | | |  | | sand | | | | | | |  | 36-42 |Very cobbly |GC-GM, SC-SM |A-1, A-2-4, | 0-18 | 7-26 |50-85 |35-80 |25-65  | | loamy sand, | | A-4 | | | | |  | | very cobbly | | | | | | |  | | sandy loam, | | | | | | |  | | very cobbly | | | | | | |  | | loamy fine | | | | | | |  | | sand, very | | | | | | |  | | cobbly fine | | | | | | |  | | sandy loam | | | | | | |  | 42-50 |Very cobbly |GC-GM, SC-SM |A-1, A-2-4 | 0-18 | 7-26 |50-85 |35-80 |20-65  | | loamy sand, | | | | | | |  | | very cobbly | | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 50-62 |Very cobbly |GC-GM, SC-SM |A-2-4, A-4 | 0-17 | 7-26 |50-85 |35-80 |20-65  | | sandy loam, | | | | | | |  | | very cobbly | | | | | | |  | | loamy sand, | | | | | | |  | | very cobbly | | | | | | |  | | fine sandy | | | | | | |  | | loam, very | | | | | | |  | | cobbly loamy | | | | | | |  | | fine sand | | | | | | |  | 62-80 |Very cobbly |GC-GM, SM |A-1, A-2-4 | 0-17 | 7-26 |50-85 |35-80 |20-65  | | loamy sand, | | | | | | |  | | very cobbly | | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 161F: | | | | | | | | |  Waiska----------| 0-1 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-7 |Cobbly loamy |SM, SC, SC-SM|A-1, A-2-4, | 0-8 | 0-15 |75-90 |65-90 |35-70  | | sand, cobbly | | A-3 | | | | |  | | sandy loam | | | | | | |  | 7-23 |Very gravelly |SM, SW-SM, |A-1, A-2-4 | 0-13 | 5-10 |50-60 |35-45 |15-35  | | loamy sand, | SC-SM | | | | | |  | | very gravelly | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 23-35 |Extremely |SC-SM, SW-SM |A-1 | 7-12 | 5-10 |40-60 |25-45 |15-30  | | gravelly | | | | | | |  | | coarse sand, | | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | 35-60 |Extremely |GP, SP, SP- |A-1 | 6-12 | 5-10 |30-60 |10-50 | 5-35  | | gravelly | SM, SC-SM, | | | | | |  | | coarse sand, | SW-SM | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | 60-80 |Extremely |GP, SP, SC- |A-1 | 6 | 5-15 |30-60 |10-50 | 5-35  | | gravelly | SM, SP-SM, | | | | | |  | | coarse sand, | SW-SM | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 162F: | | | | | | | | |  Trimountain-----| 0-2 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-6 |Cobbly very |GM, ML, CL- |A-1, A-4, A- | 0-3 |10-20 |75-95 |65-90 |45-85  | | fine sandy | ML, SC-SM, | 2-4 | | | | |  | | loam, cobbly | SM | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 6-11 |Cobbly very |GM, ML, CL- |A-1, A-4, A- | 0-4 |10-30 |70-95 |60-90 |45-85  | | fine sandy | ML, SC-SM, | 2-4 | | | | |  | | loam, cobbly | SM | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 11-20 |Cobbly very |GM, ML, CL- |A-1, A-4, A- | 0-4 |15-30 |65-90 |55-90 |40-85  | | fine sandy | ML, SC-SM, | 2-4 | | | | |  | | loam, cobbly | SM | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 20-33 |Very cobbly |GM, SC-SM, SM|A-1, A-2-4, | 1-4 |15-25 |60-90 |50-85 |35-70  | | loamy fine | | A-4 | | | | |  | | sand, very | | | | | | |  | | cobbly fine | | | | | | |  | | sandy loam | | | | | | |  | 33-51 |Very cobbly |GM, SC-SM, SM|A-1, A-2-4, | 1-4 |15-25 |60-90 |50-85 |35-70  | | fine sandy | | A-4 | | | | |  | | loam, very | | | | | | |  | | cobbly loamy | | | | | | |  | | fine sand | | | | | | |  | 51-80 |Cobbly loamy |SM, SC-SM, |A-2-4, A-4, | 0-4 |15-20 |70-95 |60-90 |45-75  | | fine sand, | ML, GM | A-1 | | | | |  | | cobbly fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 162F: | | | | | | | | |  Lac La Belle----| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-5 |Very stony |GC-GM, GM, GC|A-1, A-2-4 | 0-20 |15-18 |25-45 | 5-30 | 0-25  | | loamy sand, | | | | | | |  | | very stony | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 5-12 |Extremely stony|GC-GM, GM, GC|A-2-4, A-1 | 0-19 | 7-15 |25-65 | 5-50 | 5-40  | | loamy sand, | | | | | | |  | | extremely | | | | | | |  | | stony fine | | | | | | |  | | sandy loam | | | | | | |  | 12-36 |Extremely |GC-GM, GM, SM|A-1, A-2-4 | 0-18 | 7-21 |25-65 |10-45 | 5-35  | | cobbly loamy | | | | | | |  | | sand | | | | | | |  | 36-42 |Very cobbly |GC-GM, SC-SM |A-1, A-2-4, | 0-18 | 7-26 |50-85 |35-80 |25-65  | | loamy sand, | | A-4 | | | | |  | | very cobbly | | | | | | |  | | sandy loam, | | | | | | |  | | very cobbly | | | | | | |  | | loamy fine | | | | | | |  | | sand, very | | | | | | |  | | cobbly fine | | | | | | |  | | sandy loam | | | | | | |  | 42-50 |Very cobbly |GC-GM, SC-SM |A-1, A-2-4 | 0-18 | 7-26 |50-85 |35-80 |20-65  | | loamy sand, | | | | | | |  | | very cobbly | | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 50-62 |Very cobbly |GC-GM, SC-SM |A-2-4, A-4 | 0-17 | 7-26 |50-85 |35-80 |20-65  | | sandy loam, | | | | | | |  | | very cobbly | | | | | | |  | | loamy sand, | | | | | | |  | | very cobbly | | | | | | |  | | fine sandy | | | | | | |  | | loam, very | | | | | | |  | | cobbly loamy | | | | | | |  | | fine sand | | | | | | |  | 62-80 |Very cobbly |GC-GM, SM |A-1, A-2-4 | 0-17 | 7-26 |50-85 |35-80 |20-65  | | loamy sand, | | | | | | |  | | very cobbly | | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 162F: | | | | | | | | |  Michigamme------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-4 |Cobbly very |CL-ML, ML |A-4 | 0 |20-50 |95-100|75-100|45-85  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 4-10 |Cobbly very |CL-ML, ML |A-4 | 0-1 | 0-50 |95-100|75-100|45-95  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 10-22 |Very cobbly |CL-ML, ML, |A-4, A-2-4, | 0-1 | 0-50 |95-100|75-100|45-95  | | very fine | SM, SC-SM | A-1 | | | | |  | | sandy loam, | | | | | | |  | | very cobbly | | | | | | |  | | sandy loam | | | | | | |  | 22-30 |Cobbly loamy |SM, SC-SM |A-1, A-2-4 | 0-5 | 0-30 |85-100|75-95 |45-65  | | sand, bouldery| | | | | | |  | | loamy sand, | | | | | | |  | | cobbly sandy | | | | | | |  | | loam | | | | | | |  | >30 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 166B: | | | | | | | | |  Gratiot---------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-4 |Very cobbly |ML, SC-SM |A-1, A-2-4 | 0-2 |25-35 |55-100|40-100|25-95  | | fine sandy | | | | | | |  | | loam, cobbly | | | | | | |  | | very fine | | | | | | |  | | sandy loam | | | | | | |  | 4-7 |Very cobbly |SM, SC, SC-SM|A-1, A-2-4 | 0-2 |10-35 |40-80 |25-75 |10-70  | | loamy sand, | | | | | | |  | | cobbly loamy | | | | | | |  | | very fine | | | | | | |  | | sand, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 7-12 |Very cobbly |SM, SC, SC-SM|A-1, A-2-4 | 0-2 |10-35 |40-80 |25-75 |10-70  | | loamy sand, | | | | | | |  | | cobbly loamy | | | | | | |  | | very fine | | | | | | |  | | sand, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 12-20 |Very cobbly |SM, SC, SC-SM|A-1, A-2-4 | 0-2 |10-35 |40-80 |25-75 |20-70  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | very fine | | | | | | |  | | sandy loam, | | | | | | |  | | cobbly loamy | | | | | | |  | | sand | | | | | | |  | 20-30 |Cobbly fine |SM, SC, SC- |A-1, A-2-4 | 0-2 | 0-20 |60-95 |45-95 |25-90  | | sandy loam, | SM, ML | | | | | |  | | cobbly loamy | | | | | | |  | | fine sand, | | | | | | |  | | cobbly loamy | | | | | | |  | | sand, gravelly| | | | | | |  | | very fine | | | | | | |  | | sandy loam | | | | | | |  | 30-80 |Cobbly fine |SM, SC, SC-SM|A-1, A-2-4 | 0-10 | 0-25 |55-80 |35-75 |20-65  | | sandy loam, | | | | | | |  | | cobbly loamy | | | | | | |  | | fine sand, | | | | | | |  | | cobbly loamy | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 166B: | | | | | | | | |  Sabattis--------| 0-8 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 8-12 |Very cobbly |ML, CL-ML |A-4, A-6 | 0-6 |15-35 |65-80 |55-75 |45-75  | | very fine | | | | | | |  | | sandy loam | | | | | | |  | 12-17 |Cobbly very |ML, CL-ML, CL|A-4, A-6 | 0-6 |10-30 |90-100|85-100|75-10 | | fine sandy | | | | | | |  | | loam | | | | | | |  | 17-32 |Cobbly very |SM, SC, ML, |A-2-4, A-4 | 0-6 |10-30 |90-95 |85-90 |50-85  | | fine sandy | CL | | | | | |  | | loam | | | | | | |  | 32-37 |Cobbly fine |SM, SC, ML, |A-1, A-2-4, | 0-6 |10-30 |75-95 |50-90 |45-90  | | sandy loam | CL | A-4 | | | | |  | 37-80 |Very cobbly |SM, SC, SC-SM|A-1, A-2-4, | 3-6 |15-30 |75-95 |65-90 |40-65  | | sandy loam | | A-4 | | | | |  | | | | | | | | | 173C: | | | | | | | | |  Montreal--------| 0-2 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-6 |Cobbly fine |SM, SC-SM, |A-4, A-2-4 | 2-5 |15-25 |85-95 |80-90 |55-75  | | sandy loam | ML, CL-ML | | | | | |  | 6-11 |Cobbly fine |SM, SC-SM, |A-4, A-2-4 | 2-5 |15-25 |85-95 |80-90 |55-75  | | sandy loam | ML, CL-ML | | | | | |  | 11-20 |Cobbly fine |SM, SC-SM, |A-1, A-4, A- | 2-14 |15-35 |65-90 |55-90 |40-75  | | sandy loam | ML, CL-ML | 2-4 | | | | |  | 20-33 |Very cobbly |GP-GM, GM, |A-1, A-2-4, | 1-12 |15-45 |40-90 |25-85 |20-70  | | loamy fine | SM, SC-SM | A-4, A-3 | | | | |  | | sand, very | | | | | | |  | | cobbly fine | | | | | | |  | | sandy loam | | | | | | |  | 33-51 |Very cobbly |GP-GM, GM, |A-1, A-4, A- | 1-12 |15-45 |45-90 |25-85 |20-70  | | fine sandy | SM, SC-SM | 2-4, A-3 | | | | |  | | loam, very | | | | | | |  | | cobbly loamy | | | | | | |  | | fine sand | | | | | | |  | 51-80 |Cobbly loamy |GP-GM, GM, |A-1, A-2-4, | 1-8 |15-50 |40-90 |25-85 |20-70  | | fine sand, | SM, SC-SM | A-4, A-3 | | | | |  | | cobbly fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued ________________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage passi Map symbol | Depth | USDA texture |___________________________|_____________| sieve number--  and soil name | | | | | >10 | 3-10 |____________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 ________________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 173C: | | | | | | | | |  Paavola---------| 0-2 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-6 |Cobbly loamy |SM, SC-SM, SC|A-1, A-2-4 | 2-4 |10-15 |60-80 |50-70 |25-55  | | sand | | | | | | |  | 6-12 |Cobbly loamy |SM, SC-SM, SC|A-1, A-2-4 | 2-4 |15-20 |60-80 |45-70 |25-55  | | sand | | | | | | |  | 12-27 |Very gravelly |SP, SP-SM, |A-1 | 1-3 |15-30 |40-75 |25-65 |15-45  | | sand | SC-SM | | | | | |  | 27-35 |Very gravelly |SC, SM, SC-SM|A-1, A-2-4, | 1-3 | 5-15 |75-90 |65-85 |45-70  | | loamy fine | | A-4 | | | | |  | | sand, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 35-46 |Gravelly fine |SC, SM, SC-SM|A-2-4, A-4 | 1-3 | 5-15 |70-85 |70-80 |50-65  | | sandy loam | | | | | | |  | 46-80 |Gravelly sandy |SC, SM, SC-SM|A-1, A-2-4 | 1-4 | 5-15 |70-85 |60-75 |35-55  | | loam | | | | | | |  | | | | | | | | |  Dishno----------| 0-1 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Cobbly very |ML |A-4, A-2-4 | 0-7 | 5-15 |80-95 |80-90 |55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 3-4 |Cobbly very |ML |A-4, A-2-4 | 4-7 | 5-20 |80-95 |80-90 |55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 4-8 |Cobbly very |ML, SM |A-4, A-2-4 | 4-7 | 5-20 |80-90 |80-90 |55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 8-26 |Cobbly very |ML, SM |A-4, A-2-4 | 4-7 | 5-20 |80-95 |75-90 |50-75  | | fine sandy | | | | | | |  | | loam, cobbly | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 26-31 |Very cobbly |SM |A-1, A-2-4 | 3-6 |10-20 |70-80 |60-75 |30-55  | | loamy sand, | | | | | | |  | | cobbly loamy | | | | | | |  | | sand | | | | | | |  | 31-42 |Very cobbly |SM |A-1, A-2-4 | 3-7 |10-20 |70-80 |60-75 |30-55  | | loamy sand, | | | | | | |  | | cobbly loamy | | | | | | |  | | sand | | | | | | |  | >42 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 173E: | | | | | | | | |  Montreal--------| 0-2 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-6 |Cobbly fine |SM, SC-SM, |A-4, A-2-4 | 2-5 |15-25 |85-95 |80-90 |55-75  | | sandy loam | ML, CL-ML | | | | | |  | 6-11 |Cobbly fine |SM, SC-SM, |A-4, A-2-4 | 2-5 |15-25 |85-95 |80-90 |55-75  | | sandy loam | ML, CL-ML | | | | | |  | 11-20 |Cobbly fine |SM, SC-SM, |A-1, A-4, A- | 2-14 |15-35 |65-90 |55-90 |40-75  | | sandy loam | ML, CL-ML | 2-4 | | | | |  | 20-33 |Very cobbly |GP-GM, GM, |A-1, A-2-4, | 1-12 |15-45 |40-90 |25-85 |20-70  | | loamy fine | SM, SC-SM | A-4, A-3 | | | | |  | | sand, very | | | | | | |  | | cobbly fine | | | | | | |  | | sandy loam | | | | | | |  | 33-51 |Very cobbly |GP-GM, GM, |A-1, A-4, A- | 1-12 |15-45 |45-90 |25-85 |20-70  | | fine sandy | SM, SC-SM | 2-4, A-3 | | | | |  | | loam, very | | | | | | |  | | cobbly loamy | | | | | | |  | | fine sand | | | | | | |  | 51-80 |Cobbly loamy |GP-GM, GM, |A-1, A-2-4, | 1-8 |15-50 |40-90 |25-85 |20-70  | | fine sand, | SM, SC-SM | A-4, A-3 | | | | |  | | cobbly fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | |  Paavola---------| 0-2 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-6 |Cobbly loamy |SM, SC-SM, SC|A-1, A-2-4 | 2-4 |10-15 |60-80 |50-70 |25-55  | | sand | | | | | | |  | 6-12 |Cobbly loamy |SM, SC-SM, SC|A-1, A-2-4 | 2-4 |15-20 |60-80 |45-70 |25-55  | | sand | | | | | | |  | 12-27 |Very gravelly |SP, SP-SM, |A-1 | 1-3 |15-30 |40-75 |25-65 |15-45  | | sand | SC-SM | | | | | |  | 27-35 |Very gravelly |SC, SM, SC-SM|A-1, A-2-4, | 1-3 | 5-15 |75-90 |65-85 |45-70  | | loamy fine | | A-4 | | | | |  | | sand, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 35-46 |Gravelly fine |SC, SM, SC-SM|A-2-4, A-4 | 1-3 | 5-15 |70-85 |70-80 |50-65  | | sandy loam | | | | | | |  | 46-80 |Gravelly sandy |SC, SM, SC-SM|A-1, A-2-4 | 1-4 | 5-15 |70-85 |60-75 |35-55  | | loam | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 173E: | | | | | | | | |  Dishno----------| 0-1 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Cobbly very |ML |A-2-4, A-4 | 0-7 | 5-15 |80-95 |80-90 |55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 3-4 |Cobbly very |ML |A-2-4, A-4 | 4-7 | 5-20 |80-95 |80-90 |55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 4-8 |Cobbly very |ML, SM |A-2-4, A-4 | 4-7 | 5-20 |80-90 |80-90 |55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 8-26 |Cobbly very |ML, SM |A-2-4, A-4 | 4-7 | 5-20 |80-95 |75-90 |50-75  | | fine sandy | | | | | | |  | | loam, cobbly | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 26-31 |Very cobbly |SM |A-1, A-2-4 | 3-6 |10-20 |70-80 |60-75 |30-55  | | loamy sand, | | | | | | |  | | cobbly loamy | | | | | | |  | | sand | | | | | | |  | 31-42 |Very cobbly |SM |A-1, A-2-4 | 3-7 |10-20 |70-80 |60-75 |30-55  | | loamy sand, | | | | | | |  | | cobbly loamy | | | | | | |  | | sand | | | | | | |  | >42 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 174B: | | | | | | | | |  Montreal--------| 0-2 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-6 |Cobbly fine |SM, SC-SM, |A-4, A-2-4 | 2-5 |15-25 |85-95 |80-90 |55-75  | | sandy loam | ML, CL-ML | | | | | |  | 6-11 |Cobbly fine |SM, SC-SM, |A-4, A-2-4 | 2-5 |15-25 |85-95 |80-90 |55-75  | | sandy loam | ML, CL-ML | | | | | |  | 11-20 |Cobbly fine |SM, SC-SM, |A-1, A-4, A- | 2-14 |15-35 |65-90 |55-90 |40-75  | | sandy loam | ML, CL-ML | 2-4 | | | | |  | 20-33 |Very cobbly |GP-GM, GM, |A-1, A-2-4, | 1-12 |15-45 |40-90 |25-85 |20-70  | | loamy fine | SM, SC-SM | A-4, A-3 | | | | |  | | sand, very | | | | | | |  | | cobbly fine | | | | | | |  | | sandy loam | | | | | | |  | 33-51 |Very cobbly |GP-GM, GM, |A-1, A-4, A- | 1-12 |15-45 |45-90 |25-85 |20-70  | | fine sandy | SM, SC-SM | 2-4, A-3 | | | | |  | | loam, very | | | | | | |  | | cobbly loamy | | | | | | |  | | fine sand | | | | | | |  | 51-80 |Cobbly loamy |GP-GM, GM, |A-1, A-2-4, | 1-8 |15-50 |40-90 |25-85 |20-70  | | fine sand, | SM, SC-SM | A-4, A-3 | | | | |  | | cobbly fine | | | | | | |  | | sandy loam | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 174B: | | | | | | | | |  Dishno----------| 0-1 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Cobbly very |ML |A-4, A-2-4 | 0-7 | 5-15 |80-95 |80-90 |55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 3-4 |Cobbly very |ML |A-4, A-2-4 | 4-7 | 5-20 |80-95 |80-90 |55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 4-8 |Cobbly very |ML, SM |A-4, A-2-4 | 4-7 | 5-20 |80-90 |80-90 |55-80  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 8-26 |Cobbly very |ML, SM |A-4, A-2-4 | 4-7 | 5-20 |80-95 |75-90 |50-75  | | fine sandy | | | | | | |  | | loam, cobbly | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 26-31 |Very cobbly |SM |A-1, A-2-4 | 3-6 |10-20 |70-80 |60-75 |30-55  | | loamy sand, | | | | | | |  | | cobbly loamy | | | | | | |  | | sand | | | | | | |  | 31-42 |Very cobbly |SM |A-1, A-2-4 | 3-7 |10-20 |70-80 |60-75 |30-55  | | loamy sand, | | | | | | |  | | cobbly loamy | | | | | | |  | | sand | | | | | | |  | >42 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 174B: | | | | | | | | |  Gratiot---------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-4 |Very cobbly |ML, SC-SM |A-1, A-2-4 | 0-2 |25-35 |55-100|40-100|25-95  | | fine sandy | | | | | | |  | | loam, cobbly | | | | | | |  | | very fine | | | | | | |  | | sandy loam | | | | | | |  | 4-7 |Very cobbly |SM, SC, SC-SM|A-1, A-2-4 | 0-2 |10-35 |40-80 |25-75 |10-70  | | loamy sand, | | | | | | |  | | cobbly loamy | | | | | | |  | | very fine | | | | | | |  | | sand, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 7-12 |Very cobbly |SM, SC, SC-SM|A-1, A-2-4 | 0-2 |10-35 |40-80 |25-75 |10-70  | | loamy sand, | | | | | | |  | | cobbly loamy | | | | | | |  | | very fine | | | | | | |  | | sand, gravelly| | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 12-20 |Very cobbly |SM, SC, SC-SM|A-1, A-2-4 | 0-2 |10-35 |40-80 |25-75 |20-70  | | fine sandy | | | | | | |  | | loam, gravelly| | | | | | |  | | very fine | | | | | | |  | | sandy loam, | | | | | | |  | | cobbly loamy | | | | | | |  | | sand | | | | | | |  | 20-30 |Cobbly fine |SM, SC, SC- |A-1, A-2-4 | 0-2 | 0-20 |60-95 |45-95 |25-90  | | sandy loam, | SM, ML | | | | | |  | | cobbly loamy | | | | | | |  | | fine sand, | | | | | | |  | | cobbly loamy | | | | | | |  | | sand, gravelly| | | | | | |  | | very fine | | | | | | |  | | sandy loam | | | | | | |  | 30-80 |Cobbly fine |SM, SC, SC-SM|A-1, A-2-4 | 0-10 | 0-25 |55-80 |35-75 |20-65  | | sandy loam, | | | | | | |  | | cobbly loamy | | | | | | |  | | fine sand, | | | | | | |  | | cobbly loamy | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 177A: | | | | | | | | |  Assinins--------| 0-2 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-11 |Sand |SM |A-2-4, A-3 | 0 | 0-5 | 100 |95-100|50-70  | 11-15 |Sand |SM |A-2-4, A-3 | 0 | 0-5 | 100 |95-100|50-70  | 15-24 |Sand |SM |A-2-4, A-3 | 0 | 0-5 | 100 |95-100|50-70  | 24-37 |Sandy loam, |SM, SC |A-2-4, A-4 | 0 | 0-5 |95-100|85-100|50-75  | | loamy sand | | | | | | |  | 37-80 |Sandy loam |SM, SC-SM |A-2-4, A-4 | 0 | 0-5 |95-100|85-100|60-70  | | | | | | | | | 183C: | | | | | | | | |  Munising--------| 0-2 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 4-11 |Fine sandy |SM, SC-SM |A-4, A-2-4 | 0-3 | 0-8 |90-100|85-95 |40-85  | | loam, loamy | | | | | | |  | | fine sand | | | | | | |  | 11-13 |Fine sandy loam|SM, SC-SM |A-4, A-2-4 | 0-3 | 0-8 |90-100|85-95 |50-85  | 13-18 |Fine sandy loam|SM, SC-SM |A-4, A-2-4 | 0-3 | 0-8 |90-100|85-95 |50-85  | 18-31 |Sandy loam, |SC-SM, SC |A-2-4, A-4 | 0-3 | 0-8 |90-100|85-95 |40-90  | | loamy sand | | | | | | |  | 31-51 |Sandy loam |SC-SM, SC |A-2-4, A-6, | 0-3 | 0-8 |90-100|85-95 |50-90  | | | | A-4 | | | | |  | 51-80 |Sandy loam |SM, SC-SM |A-2-4, A-4 | 0-3 | 0-8 |90-100|85-95 |50-85  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 183C: | | | | | | | | |  Abbaye----------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-5 |Fine sandy |SM, SC, SC-SM|A-4, A-2-4 | 0 | 0-7 |90-100|85-100|50-85  | | loam, sandy | | | | | | |  | | loam, loamy | | | | | | |  | | fine sand | | | | | | |  | 5-11 |Fine sandy |SM, SC-SM |A-4, A-2-4 | 0-1 | 0-6 |85-100|80-100|45-85  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 11-18 |Gravelly fine |SM, SC-SM |A-4, A-2-4 | 0-1 | 0-6 |85-100|80-100|45-85  | | sandy loam, | | | | | | |  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 18-28 |Gravelly fine |SC, SC-SM |A-4, A-2-4 | 0-4 | 0-3 |65-80 |55-75 |35-65  | | sandy loam, | | | | | | |  | | gravelly sandy| | | | | | |  | | loam, gravelly| | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 28-30 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | 30-80 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | |  Yalmer----------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-6 |Loamy sand |SM, SC, SC-SM|A-2-4 | 0 | 0-2 |95-100|90-100|45-75  | 6-13 |Loamy sand |SM, SC, SC-SM|A-2-4 | 0 | 0-2 |95-100|90-100|45-75  | 13-28 |Loamy sand |SM, SC-SM, |A-2-4, A-3 | 0 | 0-3 |85-95 |80-90 |40-70  | | | SP-SM, SW-SM| | | | | |  | 28-43 |Loamy sand, |SM, SC, SC-SM|A-2-4 | 0 | 1-5 |90-100|90-95 |55-70  | | sandy loam | | | | | | |  | 43-52 |Sandy loam, |SM, SC, SC-SM|A-2-4 | 0 | 1-5 |90-95 |90-95 |45-70  | | loamy sand | | | | | | |  | 52-80 |Sandy loam |SC, SM, SC-SM|A-2-4, A-3 | 0 | 2-5 |90-95 |85-90 |50-65  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 183E: | | | | | | | | |  Munising--------| 0-2 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 4-11 |Fine sandy |SM, SC-SM |A-4, A-2-4 | 0-3 | 0-8 |90-100|85-95 |40-85  | | loam, loamy | | | | | | |  | | fine sand | | | | | | |  | 11-13 |Fine sandy loam|SM, SC-SM |A-4, A-2-4 | 0-3 | 0-8 |90-100|85-95 |50-85  | 13-18 |Fine sandy loam|SM, SC-SM |A-4, A-2-4 | 0-3 | 0-8 |90-100|85-95 |50-85  | 18-31 |Sandy loam, |SC-SM, SC |A-2-4, A-4 | 0-3 | 0-8 |90-100|85-95 |40-90  | | loamy sand | | | | | | |  | 31-51 |Sandy loam |SC-SM, SC |A-2-4, A-6, | 0-3 | 0-8 |90-100|85-95 |50-90  | | | | A-4 | | | | |  | 51-80 |Sandy loam |SM, SC-SM |A-2-4, A-4 | 0-3 | 0-8 |90-100|85-95 |50-85  | | | | | | | | |  Abbaye----------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-5 |Fine sandy |SM, SC, SC-SM|A-4, A-2-4 | 0 | 0-7 |90-100|85-100|50-85  | | loam, sandy | | | | | | |  | | loam, loamy | | | | | | |  | | fine sand | | | | | | |  | 5-11 |Fine sandy |SM, SC-SM |A-4, A-2-4 | 0-1 | 0-6 |85-100|80-100|45-85  | | loam, sandy | | | | | | |  | | loam | | | | | | |  | 11-18 |Gravelly fine |SM, SC-SM |A-4, A-2-4 | 0-1 | 0-6 |85-100|80-100|45-85  | | sandy loam, | | | | | | |  | | gravelly sandy| | | | | | |  | | loam | | | | | | |  | 18-28 |Gravelly fine |SC, SC-SM |A-4, A-2-4 | 0-4 | 0-3 |65-80 |55-75 |35-65  | | sandy loam, | | | | | | |  | | gravelly sandy| | | | | | |  | | loam, gravelly| | | | | | |  | | loamy fine | | | | | | |  | | sand | | | | | | |  | 28-30 |Weathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | 30-80 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 183E: | | | | | | | | |  Yalmer----------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-6 |Loamy sand |SM, SC, SC-SM|A-2-4 | 0 | 0-2 |95-100|90-100|45-75  | 6-13 |Loamy sand |SM, SC, SC-SM|A-2-4 | 0 | 0-2 |95-100|90-100|45-75  | 13-28 |Loamy sand |SM, SC-SM, |A-2-4, A-3 | 0 | 0-3 |85-95 |80-90 |40-70  | | | SP-SM, SW-SM| | | | | |  | 28-43 |Loamy sand, |SM, SC, SC-SM|A-2-4 | 0 | 1-5 |90-100|90-95 |55-70  | | sandy loam | | | | | | |  | 43-52 |Sandy loam, |SM, SC, SC-SM|A-2-4 | 0 | 1-5 |90-95 |90-95 |45-70  | | loamy sand | | | | | | |  | 52-80 |Sandy loam |SC, SM, SC-SM|A-2-4, A-3 | 0 | 2-5 |90-95 |85-90 |50-65  | | | | | | | | | 184C: | | | | | | | | |  Munising--------| 0-2 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 4-11 |Fine sandy |SM, SC-SM |A-4, A-2-4 | 0-3 | 0-8 |90-100|85-95 |40-85  | | loam, loamy | | | | | | |  | | fine sand | | | | | | |  | 11-13 |Fine sandy loam|SM, SC-SM |A-4, A-2-4 | 0-3 | 0-8 |90-100|85-95 |50-85  | 13-18 |Fine sandy loam|SM, SC-SM |A-4, A-2-4 | 0-3 | 0-8 |90-100|85-95 |50-85  | 18-31 |Sandy loam, |SC-SM, SC |A-2-4, A-4 | 0-3 | 0-8 |90-100|85-95 |40-90  | | loamy sand | | | | | | |  | 31-51 |Sandy loam |SC-SM, SC |A-2-4, A-6, | 0-3 | 0-8 |90-100|85-95 |50-90  | | | | A-4 | | | | |  | 51-80 |Sandy loam |SM, SC-SM |A-2-4, A-4 | 0-3 | 0-8 |90-100|85-95 |50-85  | | | | | | | | |  Yalmer----------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-6 |Loamy sand |SM, SC, SC-SM|A-2-4 | 0 | 0-2 |95-100|90-100|45-75  | 6-13 |Loamy sand |SM, SC, SC-SM|A-2-4 | 0 | 0-2 |95-100|90-100|45-75  | 13-28 |Loamy sand |SM, SC-SM, |A-2-4, A-3 | 0 | 0-3 |85-95 |80-90 |40-70  | | | SP-SM, SW-SM| | | | | |  | 28-43 |Loamy sand, |SM, SC, SC-SM|A-2-4 | 0 | 1-5 |90-100|90-95 |55-70  | | sandy loam | | | | | | |  | 43-52 |Sandy loam, |SM, SC, SC-SM|A-2-4 | 0 | 1-5 |90-95 |90-95 |45-70  | | loamy sand | | | | | | |  | 52-80 |Sandy loam |SC, SM, SC-SM|A-2-4, A-3 | 0 | 2-5 |90-95 |85-90 |50-65  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 184E: | | | | | | | | |  Munising--------| 0-2 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 4-11 |Fine sandy |SM, SC-SM |A-4, A-2-4 | 0-3 | 0-8 |90-100|85-95 |40-85  | | loam, loamy | | | | | | |  | | fine sand | | | | | | |  | 11-13 |Fine sandy loam|SM, SC-SM |A-4, A-2-4 | 0-3 | 0-8 |90-100|85-95 |50-85  | 13-18 |Fine sandy loam|SM, SC-SM |A-4, A-2-4 | 0-3 | 0-8 |90-100|85-95 |50-85  | 18-31 |Sandy loam, |SC-SM, SC |A-2-4, A-4 | 0-3 | 0-8 |90-100|85-95 |40-90  | | loamy sand | | | | | | |  | 31-51 |Sandy loam |SC-SM, SC |A-2-4, A-6, | 0-3 | 0-8 |90-100|85-95 |50-90  | | | | A-4 | | | | |  | 51-80 |Sandy loam |SM, SC-SM |A-2-4, A-4 | 0-3 | 0-8 |90-100|85-95 |50-85  | | | | | | | | |  Yalmer----------| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-6 |Loamy sand |SM, SC, SC-SM|A-2-4 | 0 | 0-2 |95-100|90-100|45-75  | 6-13 |Loamy sand |SM, SC, SC-SM|A-2-4 | 0 | 0-2 |95-100|90-100|45-75  | 13-28 |Loamy sand |SM, SC-SM, |A-2-4, A-3 | 0 | 0-3 |85-95 |80-90 |40-70  | | | SP-SM, SW-SM| | | | | |  | 28-43 |Loamy sand, |SM, SC, SC-SM|A-2-4 | 0 | 1-5 |90-100|90-95 |55-70  | | sandy loam | | | | | | |  | 43-52 |Sandy loam, |SM, SC, SC-SM|A-2-4 | 0 | 1-5 |90-95 |90-95 |45-70  | | loamy sand | | | | | | |  | 52-80 |Sandy loam |SC, SM, SC-SM|A-2-4, A-3 | 0 | 2-5 |90-95 |85-90 |50-65  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 185B: | | | | | | | | |  Munising--------| 0-2 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 4-11 |Fine sandy |SM, SC-SM |A-4, A-2-4 | 0-3 | 0-8 |90-100|85-95 |40-85  | | loam, loamy | | | | | | |  | | fine sand | | | | | | |  | 11-13 |Fine sandy loam|SM, SC-SM |A-4, A-2-4 | 0-3 | 0-8 |90-100|85-95 |50-85  | 13-18 |Fine sandy loam|SM, SC-SM |A-4, A-2-4 | 0-3 | 0-8 |90-100|85-95 |50-85  | 18-31 |Sandy loam, |SC-SM, SC |A-2-4, A-4 | 0-3 | 0-8 |90-100|85-95 |40-90  | | loamy sand | | | | | | |  | 31-51 |Sandy loam |SC-SM, SC |A-2-4, A-6, | 0-3 | 0-8 |90-100|85-95 |50-90  | | | | A-4 | | | | |  | 51-80 |Sandy loam |SM, SC-SM |A-2-4, A-4 | 0-3 | 0-8 |90-100|85-95 |50-85  | | | | | | | | |  Skanee----------| 0-2 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-8 |Fine sandy |SM, SC-SM |A-4, A-2-4 | 0-3 | 0-24 |85-100|80-100|40-85  | | loam, sandy | | | | | | |  | | loam, loamy | | | | | | |  | | sand, cobbly | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 8-14 |Fine sandy |SM, SC-SM |A-4, A-2-4 | 0-3 | 0-24 |85-100|80-100|50-85  | | loam, sandy | | | | | | |  | | loam, cobbly | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 14-31 |Fine sandy |SM, SC-SM |A-4, A-2-4 | 0-3 | 0-15 |90-100|85-100|40-85  | | loam, sandy | | | | | | |  | | loam, loamy | | | | | | |  | | sand | | | | | | |  | 31-42 |Sandy clay |SC, SC-SM, CL|A-2-6, A-6, | 0-3 | 0-15 |90-100|85-95 |50-90  | | loam, fine | | A-2-4, A-4 | | | | |  | | sandy loam, | | | | | | |  | | sandy loam | | | | | | |  | 42-80 |Sandy loam, |SM, SC-SM |A-2-4, A-4 | 0-3 | 0-15 |90-100|85-95 |50-85  | | fine sandy | | | | | | |  | | loam | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 185C: | | | | | | | | |  Munising--------| 0-2 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-4 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 4-11 |Fine sandy |SM, SC-SM |A-4, A-2-4 | 0-3 | 0-8 |90-100|85-95 |40-85  | | loam, loamy | | | | | | |  | | fine sand | | | | | | |  | 11-13 |Fine sandy loam|SM, SC-SM |A-4, A-2-4 | 0-3 | 0-8 |90-100|85-95 |50-85  | 13-18 |Fine sandy loam|SM, SC-SM |A-4, A-2-4 | 0-3 | 0-8 |90-100|85-95 |50-85  | 18-31 |Sandy loam, |SC-SM, SC |A-2-4, A-4 | 0-3 | 0-8 |90-100|85-95 |40-90  | | loamy sand | | | | | | |  | 31-51 |Sandy loam |SC-SM, SC |A-2-4, A-6, | 0-3 | 0-8 |90-100|85-95 |50-90  | | | | A-4 | | | | |  | 51-80 |Sandy loam |SM, SC-SM |A-2-4, A-4 | 0-3 | 0-8 |90-100|85-95 |50-85  | | | | | | | | |  Skanee----------| 0-2 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-8 |Fine sandy |SM, SC-SM |A-4, A-2-4 | 0-3 | 0-24 |85-100|80-100|40-85  | | loam, sandy | | | | | | |  | | loam, loamy | | | | | | |  | | sand, cobbly | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 8-14 |Fine sandy |SM, SC-SM |A-4, A-2-4 | 0-3 | 0-24 |85-100|80-100|50-85  | | loam, sandy | | | | | | |  | | loam, cobbly | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 14-31 |Fine sandy |SM, SC-SM |A-4, A-2-4 | 0-3 | 0-15 |90-100|85-100|40-85  | | loam, sandy | | | | | | |  | | loam, loamy | | | | | | |  | | sand | | | | | | |  | 31-42 |Sandy clay |SC, SC-SM, CL|A-2-6, A-6, | 0-3 | 0-15 |90-100|85-95 |50-90  | | loam, fine | | A-2-4, A-4 | | | | |  | | sandy loam, | | | | | | |  | | sandy loam | | | | | | |  | 42-80 |Sandy loam, |SM, SC-SM |A-2-4, A-4 | 0-3 | 0-15 |90-100|85-95 |50-85  | | fine sandy | | | | | | |  | | loam | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 187A: | | | | | | | | |  Skanee----------| 0-2 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-8 |Fine sandy |SM, SC-SM |A-4, A-2-4 | 0-3 | 0-24 |85-100|80-100|40-85  | | loam, sandy | | | | | | |  | | loam, loamy | | | | | | |  | | sand, cobbly | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 8-14 |Fine sandy |SM, SC-SM |A-4, A-2-4 | 0-3 | 0-24 |85-100|80-100|50-85  | | loam, sandy | | | | | | |  | | loam, cobbly | | | | | | |  | | fine sandy | | | | | | |  | | loam | | | | | | |  | 14-31 |Fine sandy |SM, SC-SM |A-4, A-2-4 | 0-3 | 0-15 |90-100|85-100|40-85  | | loam, sandy | | | | | | |  | | loam, loamy | | | | | | |  | | sand | | | | | | |  | 31-42 |Sandy clay |SC, SC-SM, CL|A-2-6, A-6, | 0-3 | 0-15 |90-100|85-95 |50-90  | | loam, fine | | A-2-4, A-4 | | | | |  | | sandy loam, | | | | | | |  | | sandy loam | | | | | | |  | 42-80 |Sandy loam, |SM, SC-SM |A-2-4, A-4 | 0-3 | 0-15 |90-100|85-95 |50-85  | | fine sandy | | | | | | |  | | loam | | | | | | |  | | | | | | | | |  Gay-------------| 0-4 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 4-7 |Fine sandy |SM |A-2-4, A-4 | 0-24 | 0-15 |75-100|70-100|35-85  | | loam, loamy | | | | | | |  | | sand, mucky | | | | | | |  | | sandy loam, | | | | | | |  | | cobbly sandy | | | | | | |  | | loam | | | | | | |  | 7-11 |Sandy loam, |SM |A-2-4, A-4 | 0-24 | 0-15 |75-100|70-100|35-75  | | cobbly sandy | | | | | | |  | | loam, loamy | | | | | | |  | | sand | | | | | | |  | 11-16 |Sandy loam, |SM, SC |A-2-4, A-4 | 0-8 | 0-8 |85-100|80-100|50-90  | | sandy clay | | | | | | |  | | loam, fine | | | | | | |  | | sandy loam | | | | | | |  | 16-30 |Sandy loam |SM |A-2-4, A-4 | 0-8 | 0-8 |85-100|80-100|45-70  | 30-60 |Sandy loam |SM |A-2-4, A-4 | 0-8 | 0-8 |85-100|80-100|45-70  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 192B: | | | | | | | | |  Nipissing-------| 0-1 |Moderately |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-3 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 3-4 |Very cobbly |GM, GC-GM |A-1, A-2-4 | 0-5 |35-40 |55-65 |45-55 |35-55  | | fine sandy | | | | | | |  | | loam, very | | | | | | |  | | cobbly silt | | | | | | |  | | loam | | | | | | |  | 4-20 |Extremely |GM, GC-GM |A-1, A-2-4 | 0-5 |35-45 |50-55 |35-40 |25-40  | | cobbly fine | | | | | | |  | | sandy loam, | | | | | | |  | | extremely | | | | | | |  | | cobbly silt | | | | | | |  | | loam | | | | | | |  | 20-29 |Extremely |GM, GC-GM |A-1, A-2-4 | 0-5 |40-45 |50-55 |35-40 |30-35  | | cobbly fine | | | | | | |  | | sandy loam, | | | | | | |  | | extremely | | | | | | |  | | cobbly loam | | | | | | |  | 29-35 |Extremely |GM, GC-GM |A-1, A-2-4 | 0-5 |40-50 |30-45 |15-30 |10-30  | | cobbly fine | | | | | | |  | | sandy loam, | | | | | | |  | | extremely | | | | | | |  | | cobbly silt | | | | | | |  | | loam | | | | | | |  | 35-39 |Fragmental |GM, GC-GM |A-1 | 0-5 |65-75 |20-40 | 0-20 | 0-20  | | material, | | | | | | |  | | extremely | | | | | | |  | | cobbly loam | | | | | | |  | >39 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 192B: | | | | | | | | |  Arcadian--------| 0-3 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 3-5 |Very gravelly |GC-GM, GM, SM|A-1, A-4, A- | 0-5 |10-20 |30-75 |10-65 | 5-65  | | fine sandy | | 2-4 | | | | |  | | loam, very | | | | | | |  | | gravelly loamy| | | | | | |  | | very fine sand| | | | | | |  | 5-12 |Very gravelly |GC-GM, GM, SM|A-1, A-4, A- | 0-5 |10-20 |30-75 |10-65 | 5-65  | | fine sandy | | 2-4 | | | | |  | | loam, very | | | | | | |  | | gravelly loamy| | | | | | |  | | very fine sand| | | | | | |  | 12-22 |Unweathered | --- | --- | --- | --- | --- | --- | ---  | | bedrock | | | | | | |  | | | | | | | | |  Rock outcrop. | | | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 194B: | | | | | | | | |  Copper Harbor---| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-5 |Very gravelly |GW, GP, GM |A-2-4, A-4, | 0 | 5-15 |30-60 |10-45 | 5-35  | | loamy coarse | | A-1 | | | | |  | | sand | | | | | | |  | 5-14 |Extremely |GW, GP, GM |A-4, A-1, A- | 0 | 5-15 |30-55 |10-40 | 5-30  | | gravelly loamy| | 2-4 | | | | |  | | coarse sand, | | | | | | |  | | very gravelly | | | | | | |  | | coarse sand | | | | | | |  | 14-30 |Extremely |GW, GP, GM |A-4, A-1, A- | 0 | 5-15 |35-50 |15-40 |10-30  | | gravelly | | 2-4 | | | | |  | | coarse sand, | | | | | | |  | | very gravelly | | | | | | |  | | coarse sand | | | | | | |  | 30-40 |Very gravelly |GW, GP, GC-GM|A-4, A-1, A- | 0 | 5-15 |50-60 |35-45 |20-35  | | coarse sand, | | 2-4 | | | | |  | | very gravelly | | | | | | |  | | loamy coarse | | | | | | |  | | sand, very | | | | | | |  | | gravelly sand | | | | | | |  | 40-60 |Very gravelly |GW, GP, GM |A-4, A-1, A- | 0 | 5-20 |30-60 |15-45 | 5-35  | | sand, very | | 2-4 | | | | |  | | gravelly loamy| | | | | | |  | | sand, gravelly| | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 60-80 |Very cobbly |GW, GP, GM |A-4, A-1, A- | 0 |15-20 |30-65 |15-45 | 5-35  | | loamy coarse | | 2-4 | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 195B: | | | | | | | | |  Copper Harbor---| 0-1 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 1-5 |Very gravelly |GW, GP, GM |A-4, A-2-4, | 0 | 5-15 |30-60 |10-45 | 5-35  | | loamy coarse | | A-1 | | | | |  | | sand | | | | | | |  | 5-14 |Extremely |GW, GP, GM |A-4, A-1, A- | 0 | 5-15 |30-55 |10-40 | 5-30  | | gravelly loamy| | 2-4 | | | | |  | | coarse sand, | | | | | | |  | | very gravelly | | | | | | |  | | coarse sand | | | | | | |  | 14-30 |Extremely |GW, GP, GM |A-4, A-1, A- | 0 | 5-15 |35-50 |15-40 |10-30  | | gravelly | | 2-4 | | | | |  | | coarse sand, | | | | | | |  | | very gravelly | | | | | | |  | | coarse sand | | | | | | |  | 30-40 |Very gravelly |GW, GP, GC-GM|A-4, A-1, A- | 0 | 5-15 |50-60 |35-45 |20-35  | | coarse sand, | | 2-4 | | | | |  | | very gravelly | | | | | | |  | | loamy coarse | | | | | | |  | | sand, very | | | | | | |  | | gravelly sand | | | | | | |  | 40-60 |Very gravelly |GW, GP, GM |A-4, A-1, A- | 0 | 5-20 |30-60 |15-45 | 5-35  | | sand, very | | 2-4 | | | | |  | | gravelly loamy| | | | | | |  | | sand, gravelly| | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 60-80 |Very cobbly |GW, GP, GM |A-4, A-1, A- | 0 |15-20 |30-65 |15-45 | 5-35  | | loamy coarse | | 2-4 | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 195B: | | | | | | | | |  Bete Grise------| 0-2 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-5 |Very gravelly |GC-GM, SP-SM,|A-1, A-2-4 | 0 | 5-20 |40-75 |25-70 |15-50  | | loamy sand, | SW-SM | | | | | |  | | very gravelly | | | | | | |  | | coarse sandy | | | | | | |  | | loam | | | | | | |  | 5-17 |Very gravelly |GC-GM, SP-SM,|A-1, A-2-4 | 0 | 5-20 |40-70 |25-60 | 5-45  | | loamy coarse | GM, SW-SM | | | | | |  | | sand, very | | | | | | |  | | gravelly | | | | | | |  | | coarse sandy | | | | | | |  | | loam | | | | | | |  | 17-32 |Very gravelly |GC-GM, SP-SM,|A-1, A-2-4 | 0 | 0-20 |40-70 |15-55 | 5-40  | | coarse sand, | GW, SW-SM | | | | | |  | | extremely | | | | | | |  | | gravelly sand,| | | | | | |  | | extremely | | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | 32-36 |Extremely |GC-GM, SW-SM,|A-1, A-2-4 | 0 | 0-10 |40-55 |20-55 |10-25  | | gravelly | GW | | | | | |  | | coarse sand, | | | | | | |  | | very gravelly | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 36-59 |Very gravelly |GC-GM, SP-SM,|A-1, A-2-4 | 0-10 | 5-15 |30-60 | 5-50 | 5-35  | | sand, | GW, SW-SM | | | | | |  | | extremely | | | | | | |  | | gravelly sand,| | | | | | |  | | very gravelly | | | | | | |  | | loamy sand | | | | | | |  | 59-80 |Very cobbly |GC-GM, SP-SM,|A-1, A-2-4 | 0-10 |20-35 | 5-65 | 5-35 | 5-30  | | sand, | GW, SW-SM | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 196B: | | | | | | | | |  Bete Grise------| 0-2 |Highly |PT |A-8 | 0 | 0 | 100 | 100 | 100  | | decomposed | | | | | | |  | | plant material| | | | | | |  | 2-5 |Very gravelly |GC-GM, SP-SM,|A-1, A-2-4 | 0 | 5-20 |40-75 |25-70 |15-50  | | loamy sand, | SW-SM | | | | | |  | | very gravelly | | | | | | |  | | coarse sandy | | | | | | |  | | loam | | | | | | |  | 5-17 |Very gravelly |GC-GM, SP-SM,|A-1, A-2-4 | 0 | 5-20 |40-70 |25-60 | 5-45  | | loamy coarse | GM, SW-SM | | | | | |  | | sand, very | | | | | | |  | | gravelly | | | | | | |  | | coarse sandy | | | | | | |  | | loam | | | | | | |  | 17-32 |Very gravelly |GC-GM, SP-SM,|A-1, A-2-4 | 0 | 0-20 |40-70 |15-55 | 5-40  | | coarse sand, | GW, SW-SM | | | | | |  | | extremely | | | | | | |  | | gravelly sand,| | | | | | |  | | extremely | | | | | | |  | | gravelly | | | | | | |  | | coarse sand | | | | | | |  | 32-36 |Extremely |GC-GM, SW-SM,|A-1, A-2-4 | 0 | 0-10 |40-55 |20-55 |10-25  | | gravelly | GW | | | | | |  | | coarse sand, | | | | | | |  | | very gravelly | | | | | | |  | | loamy coarse | | | | | | |  | | sand | | | | | | |  | 36-59 |Very gravelly |GC-GM, SP-SM,|A-1, A-2-4 | 0-10 | 5-15 |30-60 | 5-50 | 5-35  | | sand, | GW, SW-SM | | | | | |  | | extremely | | | | | | |  | | gravelly sand,| | | | | | |  | | very gravelly | | | | | | |  | | loamy sand | | | | | | |  | 59-80 |Very cobbly |GC-GM, SP-SM,|A-1, A-2-4 | 0-10 |20-35 | 5-65 | 5-35 | 5-30  | | sand, | GW, SW-SM | | | | | |  | | extremely | | | | | | |  | | gravelly sand | | | | | | |  | | | | | | | | |  Tawas-----------| 0-6 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 6-25 |Muck |PT |A-8 | 0 | 0 | 100 | 100 |90-10 | 25-80 |Sand, fine |SM, SP-SM, SP|A-3, A-2-4 | 0 | 0 |90-100|85-100|40-95  | | sand, loamy | | | | | | |  | | sand | | | | | | |  | | | | | | | | | 
Table 15.--Engineering Index Properties--Continued _______________________________________________________________________________________________________

 | | | Classification | Fragments | Percentage pass Map symbol | Depth | USDA texture |___________________________|_____________| sieve number- and soil name | | | | | >10 | 3-10 |___________________ | | | Unified | AASHTO |inches|inches| 4 | 10 | 40 _______________________________________________________________________________________________________ | In | | | | Pct | Pct | | |  | | | | | | | | | 301: | | | | | | | | |  Udorthents------| 0-79 |Sandy loam, |SC-SM |A-4, A-2-4 | 0-5 | 0-10 |90-100|85-100|50-85  | | fine sandy | | | | | | |  | | loam | | | | | | |  | | | | | | | | |  Udipsamments----| 0-79 |Sand, loamy |SP, SP-SM |A-3, A-2-4 | 0 | 0 | 100 |90-100|45-70  | | sand | | | | | | |  | | | | | | | | | 302: | | | | | | | | |  Histosols-------| 0-51 |Muck |PT |A-8 | 0 | 0 | 100 | 100 | 100  | 51-80 |Variable | --- | --- | --- | --- | --- | --- | ---  | | | | | | | | |  Aquents---------| 0-79 |Variable |CL | --- | 0-1 | 0-1 |85-100|75-95 |65-85  | | | | | | | | | 303: | | | | | | | | |  Aquents---------| 0-79 |Variable |CL | --- | 0-1 | 0-1 |85-100|75-95 |65-85  | | | | | | | | |  Dumps, stamp | | | | | | | | |  sand-----------| 0-80 |Sand |SW-SM |A-2-4, A-3 | 0 | 0 | 100 | 100 |45-70  | | | | | | | | | 310. | | | | | | | | |  Dumps, mine | | | | | | | | |  | | | | | | | | | 311: | | | | | | | | |  Dumps, stamp | | | | | | | | |  sand-----------| 0-80 |Sand |SW-SM |A-2-4, A-3 | 0 | 0 | 100 | 100 |45-70  | | | | | | | | | 312. | | | | | | | | |  Pits | | | | | | | | |  | | | | | | | | | 313. | | | | | | | | |  Dumps, sawdust | | | | | | | | |  | | | | | | | | | W. | | | | | | | | |  Water | | | | | | | | |  | | | | | | | | | _______________________________________________________________________________________________________
516 Soil Survey of

Table 16.--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)

_________________________________________________________________________________________________________

 | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | | | |bility|bility

 | | | density | (Ksat) |capacity | bility | K | Kf | T |group |index _________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | | | | |

 | | | | | | | | | | |

2: | | | | | | | | | | |

 Lupton----------| 0-8 | --- |0.10-0.35| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 2 | 134

 | 8-80 | --- |0.10-0.35| 0.20-6.00 |0.35-0.45| --- | --- | --- | | |

 | | | | | | | | | | |

 Tawas-----------| 0-6 | --- |0.30-0.55| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 2 | 134

 | 6-25 | --- |0.30-0.55| 0.20-6.00 |0.24-0.45| --- | --- | --- | | |

 | 25-80 | 0-5 |1.40-1.65| 6.00-20.00|0.03-0.10| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

3: | | | | | | | | | | |

 Dawson----------| 0-6 | --- |0.05-0.15| 6.00-20.00|0.55-0.65| --- | --- | --- | 2 | 7 | 38

 | 6-38 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | | |

 | 38-80 | 0-5 |1.50-1.65| 6.00-20.00|0.05-0.07| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

 Loxley----------| 0-5 | --- |0.05-0.15| 6.00-20.00|0.55-0.65| --- | --- | --- | 5 | 5 | 56

 | 5-26 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | | |

 | 26-45 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | | |

 | 45-80 | --- |0.10-0.20| 0.60-6.00 |0.45-0.55| --- | --- | --- | | |

 | | | | | | | | | | |

6: | | | | | | | | | | |

 Skandia---------| 0-5 | --- |0.10-0.20| 0.60-6.00 |0.45-0.55| --- | --- | --- | 2 | 5 | 56

 | 5-33 | --- |0.20-0.30| 0.60-6.00 |0.35-0.45| --- | --- | --- | | |

 | 33-41 | --- | --- | --- | --- | --- | --- | --- | | |

 | 41-80 | --- | --- | 0.00-0.20 | --- | --- | --- | --- | | |

 | | | | | | | | | | |

 Burt------------| 0-4 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 2 | 2 | 134

 | 4-6 | 0-10|0.90-1.50| 6.00-20.00|0.06-0.09| 0.0-3.0 | .15 | .15 | | |

 | 6-12 | 0-10|1.50-1.70| 6.00-20.00|0.04-0.10| 0.0-3.0 | .15 | .15 | | |

 | 12-17 | 0-10|1.50-1.70| 6.00-20.00|0.04-0.10| 0.0-3.0 | .15 | .15 | | |

 | >17 | --- | --- | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | |

10: | | | | | | | | | | |

 Cathro----------| 0-16 | --- |0.15-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 2 | 134

 | 16-34 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | | |

 | 34-80 | 5-25|1.70-1.80| 0.60-2.00 |0.16-0.18| 0.0-3.0 | .20 | .28 | | |

 | | | | | | | | | | |

 Sabattis--------| 0-8 | --- |0.20-0.30| 0.16-6.00 |0.35-0.45| --- | --- | --- | 5 | 5 | 56

 | 8-12 | 5-18|1.25-1.60| 0.60-2.00 |0.08-0.10| 0.0-2.9 | .15 | .37 | | |

 | 12-17 | 5-18|1.25-1.60| 0.60-2.00 |0.13-0.15| 0.0-2.9 | .15 | .43 | | |

 | 17-32 | 5-18|1.55-1.75| 0.60-2.00 |0.12-0.14| 0.0-2.9 | .28 | .43 | | |

 | 32-37 | 5-18|1.55-1.75| 0.20-2.00 |0.09-0.11| 0.0-2.9 | .10 | .20 | | |

 | 37-80 | 5-18|1.55-1.75| 0.20-2.00 |0.07-0.09| 0.0-2.9 | .05 | .20 | | |

 | | | | | | | | | | |

13: | | | | | | | | | | |

 Tawas-----------| 0-6 | --- |0.30-0.55| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 2 | 134

 | 6-25 | --- |0.30-0.55| 0.20-6.00 |0.24-0.45| --- | --- | --- | | |

 | 25-80 | 0-5 |1.40-1.65| 6.00-20.00|0.03-0.10| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

 Deford----------| 0-6 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 1 | 220

 | 6-8 | 0-5 |1.35-1.60| 6.00-20.00|0.05-0.07| 0.0-2.9 | .17 | .17 | | |

 | 8-80 | 0-5 |1.50-1.65| 6.00-20.00|0.05-0.07| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

15B: | | | | | | | | | | |

 Dawson----------| 0-6 | --- |0.05-0.15| 6.00-20.00|0.55-0.65| --- | --- | --- | 2 | 7 | 38

 | 6-38 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | | |

 | 38-80 | 0-5 |1.50-1.65| 6.00-20.00|0.05-0.07| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |
Keweenaw County Area, Michigan 517

Table 16.--Physical Properties of the Soils--Continued

_________________________________________________________________________________________________________

 | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | | | |bility|bility

 | | | density | (Ksat) |capacity | bility | K | Kf | T |group |index _________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | | | | |

 | | | | | | | | | | |

15B: | | | | | | | | | | |

 Croswell--------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 1 | 220

 | 1-11 | 0-5 |1.30-1.55| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 11-21 | 0-5 |1.40-1.60| 6.00-20.00|0.06-0.10| 0.0-2.9 | .15 | .15 | | |

 | 21-34 | 0-5 |1.50-1.65| 6.00-20.00|0.05-0.07| 0.0-2.9 | .15 | .15 | | |

 | 34-80 | 0-5 |1.50-1.65| 6.00-20.00|0.05-0.07| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

20E. | | | | | | | | | | |

 Rock outcrop | | | | | | | | | | |

 | | | | | | | | | | |

21G: | | | | | | | | | | |

 Rock outcrop. | | | | | | | | | | |

 | | | | | | | | | | |

 Arcadian--------| 0-3 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 2 | 8 | 0

 | 3-5 | 4-15|1.30-1.60| 0.60-2.00 |0.06-0.11| 0.0-2.9 | .17 | .24 | | |

 | 5-12 | 4-18|1.35-1.70| 0.60-2.00 |0.06-0.11| 0.0-2.9 | .17 | .24 | | |

 | 12-22 | --- | --- | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | |

39A: | | | | | | | | | | |

 Betsy Bay-------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 1 | 250

 | 1-18 | 0-8 |1.30-1.55| 6.00-20.00|0.07-0.09| 0.0-2.9 | .10 | .15 | | |

 | 18-26 | 0-15|1.30-1.60| 6.00-20.00|0.06-0.11| 0.0-2.9 | .10 | .15 | | |

 | 26-43 | 0-8 |1.50-1.60| 6.00-20.00|0.05-0.09| 0.0-2.9 | .10 | .15 | | |

 | >43 | --- | --- | 0.00-0.20 | --- | --- | --- | --- | | |

 | | | | | | | | | | |

 Burt------------| 0-4 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 2 | 2 | 134

 | 4-6 | 0-10|0.90-1.50| 6.00-20.00|0.06-0.09| 0.0-3.0 | .15 | .15 | | |

 | 6-12 | 0-10|1.50-1.70| 6.00-20.00|0.04-0.10| 0.0-3.0 | .15 | .15 | | |

 | 12-17 | 0-10|1.50-1.70| 6.00-20.00|0.04-0.10| 0.0-3.0 | .15 | .15 | | |

 | >17 | --- | --- | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | |

 Deford----------| 0-6 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 1 | 220

 | 6-8 | 0-5 |1.35-1.60| 6.00-20.00|0.05-0.07| 0.0-2.9 | .17 | .17 | | |

 | 8-80 | 0-5 |1.50-1.65| 6.00-20.00|0.05-0.07| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

47A: | | | | | | | | | | |

 Zeba------------| 0-2 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 3 | 86

 | 2-3 | 3-18|1.30-1.65| 0.60-2.00 |0.15-0.17| 0.0-2.9 | .24 | .24 | | |

 | 3-9 | 4-18|1.35-1.70| 0.60-2.00 |0.15-0.17| 0.0-2.9 | .24 | .24 | | |

 | 9-14 | 3-18|1.30-1.70| 0.60-2.00 |0.14-0.16| 0.0-2.9 | .20 | .20 | | |

 | 14-25 | 3-18|1.30-1.70| 0.60-2.00 |0.16-0.18| 0.0-2.9 | .17 | .24 | | |

 | 25-27 | --- | --- | 0.00-0.20 | --- | --- | --- | --- | | |

 | >27 | --- | --- | 0.00-0.20 | --- | --- | --- | --- | | |

 | | | | | | | | | | |

 Jacobsville-----| 0-5 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 3 | 86

 | 5-12 | 4-18|1.10-1.35| 0.60-2.00 |0.15-0.19| 0.0-2.9 | .17 | .24 | | |

 | 12-20 | 4-18|1.50-1.85| 0.60-2.00 |0.12-0.16| 0.0-2.9 | .15 | .24 | | |

 | 20-21 | 4-18|1.70-1.80| 0.60-2.00 |0.11-0.15| 0.0-2.9 | .10 | .24 | | |

 | 21-22 | --- | --- | --- | --- | --- | --- | --- | | |

 | >22 | --- | --- | 0.00-0.20 | --- | --- | --- | --- | | |

 | | | | | | | | | | |

51C: | | | | | | | | | | |

 Arcadian--------| 0-3 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 2 | 8 | 0

 | 3-5 | 4-15|1.30-1.60| 0.60-2.00 |0.06-0.11| 0.0-2.9 | .17 | .24 | | |

 | 5-12 | 4-18|1.35-1.70| 0.60-2.00 |0.06-0.11| 0.0-2.9 | .17 | .24 | | |

 | 12-22 | --- | --- | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | |
518 Soil Survey of

Table 16.--Physical Properties of the Soils--Continued

_________________________________________________________________________________________________________

 | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | | | |bility|bility

 | | | density | (Ksat) |capacity | bility | K | Kf | T |group |index _________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | | | | |

 | | | | | | | | | | |

51C: | | | | | | | | | | |

 Nipissing-------| 0-1 | --- |0.05-0.15| 6.00-20.00|0.55-0.65| --- | --- | --- | 4 | 8 | 0

 | 1-3 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | | |

 | 3-4 | 5-18|1.30-1.60| 6.00-20.00|0.04-0.06| 0.0-2.9 | .24 | .05 | | |

 | 4-20 | 5-18|1.35-1.70| 6.00-20.00|0.04-0.06| 0.0-2.9 | .24 | .05 | | |

 | 20-29 | 4-18|1.35-1.70| 6.00-20.00|0.04-0.06| 0.0-2.9 | .24 | .05 | | |

 | 29-35 | 5-18|1.35-1.70| 6.00-20.00|0.04-0.06| 0.0-2.9 | .24 | .02 | | |

 | 35-39 | 0-10|1.35-1.70| >20.00 |0.01-0.01| 0.0-2.9 | .02 | .02 | | |

 | >39 | --- | --- | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | |

 Rock outcrop. | | | | | | | | | | |

 | | | | | | | | | | |

51E: | | | | | | | | | | |

 Arcadian--------| 0-3 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 2 | 8 | 0

 | 3-5 | 4-15|1.30-1.60| 0.60-2.00 |0.06-0.11| 0.0-2.9 | .17 | .24 | | |

 | 5-12 | 4-18|1.35-1.70| 0.60-2.00 |0.06-0.11| 0.0-2.9 | .17 | .24 | | |

 | 12-22 | --- | --- | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | |

 Nipissing-------| 0-1 | --- |0.05-0.15| 6.00-20.00|0.55-0.65| --- | --- | --- | 4 | 8 | 0

 | 1-3 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | | |

 | 3-4 | 5-18|1.30-1.60| 6.00-20.00|0.04-0.06| 0.0-2.9 | .24 | .05 | | |

 | 4-20 | 5-18|1.35-1.70| 6.00-20.00|0.04-0.06| 0.0-2.9 | .24 | .05 | | |

 | 20-29 | 4-18|1.35-1.70| 6.00-20.00|0.04-0.06| 0.0-2.9 | .24 | .05 | | |

 | 29-35 | 5-18|1.35-1.70| 6.00-20.00|0.04-0.06| 0.0-2.9 | .24 | .02 | | |

 | 35-39 | 0-10|1.35-1.70| >20.00 |0.01-0.01| 0.0-2.9 | .02 | .02 | | |

 | >39 | --- | --- | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | |

 Rock outcrop. | | | | | | | | | | |

 | | | | | | | | | | |

52C: | | | | | | | | | | |

 Arcadian--------| 0-3 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 2 | 8 | 0

 | 3-5 | 4-15|1.30-1.60| 0.60-2.00 |0.06-0.11| 0.0-2.9 | .17 | .24 | | |

 | 5-12 | 4-18|1.35-1.70| 0.60-2.00 |0.06-0.11| 0.0-2.9 | .17 | .24 | | |

 | 12-22 | --- | --- | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | |

 Dishno----------| 0-1 | --- |0.10-0.20| 0.60-6.00 |0.45-0.55| --- | --- | --- | 4 | 4 | 86

 | 1-3 | 4-18|1.30-1.60| 0.60-2.00 |0.20-0.24| 0.0-2.9 | .28 | .37 | | |

 | 3-4 | 4-18|1.30-1.60| 0.60-2.00 |0.20-0.24| 0.0-2.9 | .28 | .37 | | |

 | 4-8 | 4-18|1.35-1.70| 0.60-2.00 |0.16-0.18| 0.0-2.9 | .32 | .32 | | |

 | 8-26 | 4-18|1.35-1.70| 0.60-2.00 |0.16-0.18| 0.0-2.9 | .32 | .32 | | |

 | 26-31 | 3-15|1.50-1.80| 2.00-6.00 |0.08-0.10| 0.0-2.9 | .10 | .20 | | |

 | 31-42 | 3-15|1.50-1.80| 2.00-6.00 |0.08-0.10| 0.0-2.9 | .10 | .20 | | |

 | >42 | --- | --- | 0.01-0.06 | --- | --- | --- | --- | | |

 | | | | | | | | | | |

 Rock outcrop. | | | | | | | | | | |

 | | | | | | | | | | |

52E: | | | | | | | | | | |

 Arcadian--------| 0-3 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 2 | 8 | 0

 | 3-5 | 4-15|1.30-1.60| 0.60-2.00 |0.06-0.11| 0.0-2.9 | .17 | .24 | | |

 | 5-12 | 4-18|1.35-1.70| 0.60-2.00 |0.06-0.11| 0.0-2.9 | .17 | .24 | | |

 | 12-22 | --- | --- | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | |

 Dishno----------| 0-1 | --- |0.10-0.20| 0.60-6.00 |0.45-0.55| --- | --- | --- | 4 | 4 | 86

 | 1-3 | 4-18|1.30-1.60| 0.60-2.00 |0.20-0.24| 0.0-2.9 | .28 | .37 | | |

 | 3-4 | 4-18|1.30-1.60| 0.60-2.00 |0.20-0.24| 0.0-2.9 | .28 | .37 | | |

 | 4-8 | 4-18|1.35-1.70| 0.60-2.00 |0.16-0.18| 0.0-2.9 | .32 | .32 | | |

 | 8-26 | 4-18|1.35-1.70| 0.60-2.00 |0.16-0.18| 0.0-2.9 | .32 | .32 | | |

 | 26-31 | 3-15|1.50-1.80| 2.00-6.00 |0.08-0.10| 0.0-2.9 | .10 | .20 | | |

 | 31-42 | 3-15|1.50-1.80| 2.00-6.00 |0.08-0.10| 0.0-2.9 | .10 | .20 | | |

 | >42 | --- | --- | 0.01-0.06 | --- | --- | --- | --- | | |

 | | | | | | | | | | |

 Rock outcrop. | | | | | | | | | | |

 | | | | | | | | | | |
Keweenaw County Area, Michigan 519

Table 16.--Physical Properties of the Soils--Continued

_________________________________________________________________________________________________________

 | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | | | |bility|bility

 | | | density | (Ksat) |capacity | bility | K | Kf | T |group |index _________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | | | | |

 | | | | | | | | | | |

53E: | | | | | | | | | | |

 Arcadian--------| 0-3 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 2 | 8 | 0

 | 3-5 | 4-15|1.30-1.60| 0.60-2.00 |0.06-0.11| 0.0-2.9 | .17 | .24 | | |

 | 5-12 | 4-18|1.35-1.70| 0.60-2.00 |0.06-0.11| 0.0-2.9 | .17 | .24 | | |

 | 12-22 | --- | --- | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | |

 Michigamme------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 1 | 310

 | 1-4 | 3-10|1.25-1.60| 0.60-2.00 |0.08-0.15| 0.0-2.9 | .17 | .24 | | |

 | 4-10 | 3-15|1.35-1.60| 0.60-2.00 |0.07-0.22| 0.0-2.9 | .28 | .37 | | |

 | 10-22 | 3-15|1.35-1.60| 0.60-2.00 |0.07-0.22| 0.0-2.9 | .28 | .37 | | |

 | 22-30 | 3-10|1.50-1.85| 0.60-2.00 |0.05-0.16| 0.0-2.9 | .20 | .28 | | |

 | >30 | --- | --- | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | |

 Rock outcrop. | | | | | | | | | | |

 | | | | | | | | | | |

53F: | | | | | | | | | | |

 Arcadian--------| 0-3 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 2 | 8 | 0

 | 3-5 | 4-15|1.30-1.60| 0.60-2.00 |0.06-0.11| 0.0-2.9 | .17 | .24 | | |

 | 5-12 | 4-18|1.35-1.70| 0.60-2.00 |0.06-0.11| 0.0-2.9 | .17 | .24 | | |

 | 12-22 | --- | --- | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | |

 Michigamme------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 1 | 310

 | 1-4 | 3-10|1.25-1.60| 0.60-2.00 |0.08-0.15| 0.0-2.9 | .17 | .24 | | |

 | 4-10 | 3-15|1.35-1.60| 0.60-2.00 |0.07-0.22| 0.0-2.9 | .28 | .37 | | |

 | 10-22 | 3-15|1.35-1.60| 0.60-2.00 |0.07-0.22| 0.0-2.9 | .28 | .37 | | |

 | 22-30 | 3-10|1.50-1.85| 0.60-2.00 |0.05-0.16| 0.0-2.9 | .20 | .28 | | |

 | >30 | --- | --- | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | |

 Rock outcrop. | | | | | | | | | | |

 | | | | | | | | | | |

55B: | | | | | | | | | | |

 Chocolay--------| 0-2 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 2 | 134

 | 2-11 | 4-18|1.30-1.60| 0.60-2.00 |0.05-0.10| 0.0-2.9 | .15 | .28 | | |

 | 11-13 | 4-18|1.35-1.70| 0.60-2.00 |0.05-0.10| 0.0-2.9 | .10 | .24 | | |

 | 13-18 | 4-18|1.35-1.70| 0.60-2.00 |0.03-0.60| 0.0-2.9 | .05 | .28 | | |

 | 18-21 | 4-18|1.50-1.60| 6.00-20.00|0.05-0.14| 0.0-2.9 | .10 | .24 | | |

 | >21 | --- | --- | 0.00-0.20 | --- | --- | --- | --- | | |

 | | | | | | | | | | |

100B: | | | | | | | | | | |

 Waiska----------| 0-1 | --- |0.05-0.15| 6.00-20.00|0.55-0.65| --- | --- | --- | 5 | 2 | 134

 | 1-7 | 3-15|1.35-1.65| >20.00 |0.03-0.11| 0.0-2.9 | .15 | .15 | | |

 | 7-23 | 3-12|1.35-1.70| >20.00 |0.03-0.07| 0.0-2.9 | .05 | .10 | | |

 | 23-35 | 0-8 |1.40-1.65| >20.00 |0.01-0.04| 0.0-2.9 | .05 | .10 | | |

 | 35-60 | 0-8 |1.55-1.65| >20.00 |0.01-0.02| 0.0-2.9 | .02 | .10 | | |

 | 60-80 | 0-8 |1.55-1.65| >20.00 |0.01-0.02| 0.0-2.9 | .02 | .10 | | |

 | | | | | | | | | | |

100D: | | | | | | | | | | |

 Waiska----------| 0-1 | --- |0.05-0.15| 6.00-20.00|0.55-0.65| --- | --- | --- | 5 | 2 | 134

 | 1-7 | 3-15|1.35-1.65|20.00-28.98|0.03-0.11| 0.0-2.9 | .15 | .15 | | |

 | 7-23 | 3-12|1.35-1.70|20.00-30.96|0.03-0.07| 0.0-2.9 | .05 | .10 | | |

 | 23-35 | 0-8 |1.40-1.65|20.00-30.76|0.01-0.04| 0.0-2.9 | .05 | .10 | | |

 | 35-60 | 0-8 |1.55-1.65|20.00-28.17|0.01-0.02| 0.0-2.9 | .02 | .10 | | |

 | 60-80 | 0-8 |1.55-1.65|20.00-28.98|0.01-0.02| 0.0-2.9 | .02 | .10 | | |

 | | | | | | | | | | |

102C: | | | | | | | | | | |

 Waiska----------| 0-1 | --- |0.05-0.15| 6.00-20.00|0.55-0.65| --- | --- | --- | 5 | 2 | 134

 | 1-7 | 3-15|1.35-1.65| >20.00 |0.03-0.11| 0.0-2.9 | .15 | .15 | | |

 | 7-23 | 3-12|1.35-1.70| >20.00 |0.03-0.07| 0.0-2.9 | .05 | .10 | | |

 | 23-35 | 0-8 |1.40-1.65| >20.00 |0.01-0.04| 0.0-2.9 | .05 | .10 | | |

 | 35-60 | 0-8 |1.55-1.65| >20.00 |0.01-0.02| 0.0-2.9 | .02 | .10 | | |

 | 60-80 | 0-8 |1.55-1.65| >20.00 |0.01-0.02| 0.0-2.9 | .02 | .10 | | |

 | | | | | | | | | | |
520 Soil Survey of

Table 16.--Physical Properties of the Soils--Continued

_________________________________________________________________________________________________________

 | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | | | |bility|bility

 | | | density | (Ksat) |capacity | bility | K | Kf | T |group |index _________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | | | | |

 | | | | | | | | | | |

102C: | | | | | | | | | | |

 Garlic----------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 2 | 134

 | 1-7 | 0-10|1.30-1.55| 6.00-20.00|0.07-0.09| 0.0-2.9 | .15 | .15 | | |

 | 7-13 | 0-10|1.60-1.70| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 13-20 | 0-10|1.60-1.80| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 20-27 | 0-10|1.60-1.75| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 27-46 | 0-10|1.55-1.75| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 46-80 | 0-10|1.55-1.75| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

102E: | | | | | | | | | | |

 Waiska----------| 0-1 | --- |0.05-0.15| 6.00-20.00|0.55-0.65| --- | --- | --- | 5 | 2 | 134

 | 1-7 | 3-15|1.35-1.65| >20.00 |0.03-0.11| 0.0-2.9 | .15 | .15 | | |

 | 7-23 | 3-12|1.35-1.70| >20.00 |0.03-0.07| 0.0-2.9 | .05 | .10 | | |

 | 23-35 | 0-8 |1.40-1.65| >20.00 |0.01-0.04| 0.0-2.9 | .05 | .10 | | |

 | 35-60 | 0-8 |1.55-1.65| >20.00 |0.01-0.02| 0.0-2.9 | .02 | .10 | | |

 | 60-80 | 0-8 |1.55-1.65| >20.00 |0.01-0.02| 0.0-2.9 | .02 | .10 | | |

 | | | | | | | | | | |

 Garlic----------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 2 | 134

 | 1-7 | 0-10|1.30-1.55| 6.00-20.00|0.07-0.09| 0.0-2.9 | .15 | .15 | | |

 | 7-13 | 0-10|1.60-1.70| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 13-20 | 0-10|1.60-1.80| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 20-27 | 0-10|1.60-1.75| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 27-46 | 0-10|1.55-1.75| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 46-80 | 0-10|1.55-1.75| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

102F: | | | | | | | | | | |

 Waiska----------| 0-1 | --- |0.05-0.15| 6.00-20.00|0.55-0.65| --- | --- | --- | 5 | 2 | 134

 | 1-7 | 3-15|1.35-1.65| >20.00 |0.03-0.11| 0.0-2.9 | .15 | .15 | | |

 | 7-23 | 3-12|1.35-1.70| >20.00 |0.03-0.07| 0.0-2.9 | .05 | .10 | | |

 | 23-35 | 0-8 |1.40-1.65| >20.00 |0.01-0.04| 0.0-2.9 | .05 | .10 | | |

 | 35-60 | 0-8 |1.55-1.65| >20.00 |0.01-0.02| 0.0-2.9 | .02 | .10 | | |

 | 60-80 | 0-8 |1.55-1.65| >20.00 |0.01-0.02| 0.0-2.9 | .02 | .10 | | |

 | | | | | | | | | | |

 Garlic----------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 2 | 134

 | 1-7 | 0-10|1.30-1.55| 6.00-20.00|0.07-0.09| 0.0-2.9 | .15 | .15 | | |

 | 7-13 | 0-10|1.60-1.70| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 13-20 | 0-10|1.60-1.80| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 20-27 | 0-10|1.60-1.75| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 27-46 | 0-10|1.55-1.75| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 46-80 | 0-10|1.55-1.75| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

110B: | | | | | | | | | | |

 Shelldrake------| 0-1 | --- |0.10-0.20| 0.60-6.00 |0.45-0.55| --- | --- | --- | 5 | 1 | 220

 | 1-6 | 0-4 |1.30-1.55| >20.00 |0.04-0.06| 0.0-2.9 | .15 | .15 | | |

 | 6-13 | 0-4 |1.55-1.65| >20.00 |0.04-0.06| 0.0-2.9 | .15 | .15 | | |

 | 13-23 | 0-4 |1.55-1.65| >20.00 |0.03-0.05| 0.0-2.9 | .15 | .15 | | |

 | 23-80 | 0-4 |1.55-1.65| >20.00 |0.02-0.04| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

 Croswell--------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 1 | 220

 | 1-11 | 0-5 |1.30-1.55| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 11-21 | 0-5 |1.40-1.60| 6.00-20.00|0.06-0.10| 0.0-2.9 | .15 | .15 | | |

 | 21-34 | 0-5 |1.50-1.65| 6.00-20.00|0.05-0.07| 0.0-2.9 | .15 | .15 | | |

 | 34-80 | 0-5 |1.50-1.65| 6.00-20.00|0.05-0.07| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

111B: | | | | | | | | | | |

 Deer Park-------| 0-1 | --- |0.10-0.20| 0.60-6.00 |0.45-0.55| --- | --- | --- | 5 | 1 | 250

 | 1-8 | 0-5 |1.40-1.60| 6.00-20.00|0.06-0.11| 0.0-2.9 | .15 | .15 | | |

 | 8-17 | 0-5 |1.40-1.60| 6.00-20.00|0.06-0.11| 0.0-2.9 | .15 | .15 | | |

 | 17-24 | 0-5 |1.40-1.60| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 24-35 | 0-5 |1.40-1.55| 6.00-20.00|0.05-0.09| 0.0-2.9 | .15 | .15 | | |

 | 35-80 | 0-5 |1.40-1.55| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |
Keweenaw County Area, Michigan 521

Table 16.--Physical Properties of the Soils--Continued

_________________________________________________________________________________________________________

 | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | | | |bility|bility

 | | | density | (Ksat) |capacity | bility | K | Kf | T |group |index _________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | | | | |

 | | | | | | | | | | |

111D: | | | | | | | | | | |

 Deer Park-------| 0-1 | --- |0.10-0.20| 0.60-6.00 |0.45-0.55| --- | --- | --- | 5 | 1 | 250

 | 1-8 | 0-5 |1.40-1.60| 6.00-20.00|0.06-0.11| 0.0-2.9 | .15 | .15 | | |

 | 8-17 | 0-5 |1.40-1.60| 6.00-20.00|0.06-0.11| 0.0-2.9 | .15 | .15 | | |

 | 17-24 | 0-5 |1.40-1.60| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 24-35 | 0-5 |1.40-1.55| 6.00-20.00|0.05-0.09| 0.0-2.9 | .15 | .15 | | |

 | 35-80 | 0-5 |1.40-1.55| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

111E: | | | | | | | | | | |

 Deer Park-------| 0-1 | --- |0.10-0.20| 0.60-6.00 |0.45-0.55| --- | --- | --- | 5 | 1 | 250

 | 1-8 | 0-5 |1.40-1.60| 6.00-20.00|0.06-0.11| 0.0-2.9 | .15 | .15 | | |

 | 8-17 | 0-5 |1.40-1.60| 6.00-20.00|0.06-0.11| 0.0-2.9 | .15 | .15 | | |

 | 17-24 | 0-5 |1.40-1.60| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 24-35 | 0-5 |1.40-1.55| 6.00-20.00|0.05-0.09| 0.0-2.9 | .15 | .15 | | |

 | 35-80 | 0-5 |1.40-1.55| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

111F: | | | | | | | | | | |

 Deer Park-------| 0-1 | --- |0.10-0.20| 0.60-6.00 |0.45-0.55| --- | --- | --- | 5 | 1 | 250

 | 1-8 | 0-5 |1.40-1.60| 6.00-20.00|0.06-0.11| 0.0-2.9 | .15 | .15 | | |

 | 8-17 | 0-5 |1.40-1.60| 6.00-20.00|0.06-0.11| 0.0-2.9 | .15 | .15 | | |

 | 17-24 | 0-5 |1.40-1.60| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 24-35 | 0-5 |1.40-1.55| 6.00-20.00|0.05-0.09| 0.0-2.9 | .15 | .15 | | |

 | 35-80 | 0-5 |1.40-1.55| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

112C: | | | | | | | | | | |

 Deer Park-------| 0-1 | --- |0.10-0.20| 0.60-6.00 |0.45-0.55| --- | --- | --- | 5 | 1 | 250

 | 1-8 | 0-5 |1.40-1.60| 6.00-20.00|0.06-0.11| 0.0-2.9 | .15 | .15 | | |

 | 8-17 | 0-5 |1.40-1.60| 6.00-20.00|0.06-0.11| 0.0-2.9 | .15 | .15 | | |

 | 17-24 | 0-5 |1.40-1.60| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 24-35 | 0-5 |1.40-1.55| 6.00-20.00|0.05-0.09| 0.0-2.9 | .15 | .15 | | |

 | 35-80 | 0-5 |1.40-1.55| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

 Croswell--------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 1 | 220

 | 1-11 | 0-5 |1.30-1.55| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 11-21 | 0-5 |1.40-1.60| 6.00-20.00|0.06-0.10| 0.0-2.9 | .15 | .15 | | |

 | 21-34 | 0-5 |1.50-1.65| 6.00-20.00|0.05-0.07| 0.0-2.9 | .15 | .15 | | |

 | 34-80 | 0-5 |1.50-1.65| 6.00-20.00|0.05-0.07| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

113C: | | | | | | | | | | |

 Rubicon---------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 1 | 220

 | 1-7 | 0-5 |1.30-1.55| 6.00-20.00|0.06-0.10| 0.0-2.9 | .15 | .15 | | |

 | 7-34 | 0-5 |1.30-1.60| 6.00-20.00|0.05-0.09| 0.0-2.9 | .15 | .15 | | |

 | 34-44 | 0-5 |1.50-1.60| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | 44-80 | 0-5 |1.50-1.60| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

 Croswell--------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 1 | 220

 | 1-11 | 0-5 |1.30-1.55| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 11-21 | 0-5 |1.40-1.60| 6.00-20.00|0.06-0.10| 0.0-2.9 | .15 | .15 | | |

 | 21-34 | 0-5 |1.50-1.65| 6.00-20.00|0.05-0.07| 0.0-2.9 | .15 | .15 | | |

 | 34-80 | 0-5 |1.50-1.65| 6.00-20.00|0.05-0.07| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

120B: | | | | | | | | | | |

 Garlic----------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 2 | 134

 | 1-7 | 0-10|1.30-1.55| 6.00-20.00|0.07-0.09| 0.0-2.9 | .15 | .15 | | |

 | 7-13 | 0-10|1.60-1.70| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 13-20 | 0-10|1.60-1.80| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 20-27 | 0-10|1.60-1.75| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 27-46 | 0-10|1.55-1.75| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 46-80 | 0-10|1.55-1.75| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |
522 Soil Survey of

Table 16.--Physical Properties of the Soils--Continued

_________________________________________________________________________________________________________

 | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | | | |bility|bility

 | | | density | (Ksat) |capacity | bility | K | Kf | T |group |index _________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | | | | |

 | | | | | | | | | | |

120D: | | | | | | | | | | |

 Garlic----------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 2 | 134

 | 1-7 | 0-10|1.30-1.55| 6.00-20.00|0.07-0.09| 0.0-2.9 | .15 | .15 | | |

 | 7-13 | 0-10|1.60-1.70| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 13-20 | 0-10|1.60-1.80| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 20-27 | 0-10|1.60-1.75| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 27-46 | 0-10|1.55-1.75| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 46-80 | 0-10|1.55-1.75| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

120E: | | | | | | | | | | |

 Garlic----------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 2 | 134

 | 1-7 | 0-10|1.30-1.55| 6.00-20.00|0.07-0.09| 0.0-2.9 | .15 | .15 | | |

 | 7-13 | 0-10|1.60-1.70| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 13-20 | 0-10|1.60-1.80| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 20-27 | 0-10|1.60-1.75| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 27-46 | 0-10|1.55-1.75| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 46-80 | 0-10|1.55-1.75| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

125A: | | | | | | | | | | |

 Croswell--------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 1 | 220

 | 1-11 | 0-5 |1.30-1.55| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 11-21 | 0-5 |1.40-1.60| 6.00-20.00|0.06-0.10| 0.0-2.9 | .15 | .15 | | |

 | 21-34 | 0-5 |1.50-1.65| 6.00-20.00|0.05-0.07| 0.0-2.9 | .15 | .15 | | |

 | 34-80 | 0-5 |1.50-1.65| 6.00-20.00|0.05-0.07| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

 Au Gres---------| 0-4 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 1 | 220

 | 4-13 | 0-8 |1.30-1.55| 6.00-20.00|0.07-0.10| 0.0-2.9 | .10 | .15 | | |

 | 13-19 | 0-8 |1.30-1.55| 6.00-20.00|0.07-0.10| 0.0-2.9 | .10 | .15 | | |

 | 19-28 | 0-8 |1.30-1.55| 6.00-20.00|0.07-0.10| 0.0-2.9 | .10 | .15 | | |

 | 28-34 | 0-8 |1.50-1.70| 6.00-20.00|0.05-0.07| 0.0-2.9 | .10 | .15 | | |

 | 34-80 | 0-8 |1.50-1.70| 6.00-20.00|0.05-0.07| 0.0-2.9 | .10 | .15 | | |

 | | | | | | | | | | |

126B: | | | | | | | | | | |

 Au Gres---------| 0-4 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 1 | 220

 | 4-13 | 0-8 |1.30-1.55| 6.00-20.00|0.07-0.10| 0.0-2.9 | .10 | .15 | | |

 | 13-19 | 0-8 |1.30-1.55| 6.00-20.00|0.07-0.10| 0.0-2.9 | .10 | .15 | | |

 | 19-28 | 0-8 |1.30-1.55| 6.00-20.00|0.07-0.10| 0.0-2.9 | .10 | .15 | | |

 | 28-34 | 0-8 |1.50-1.70| 6.00-20.00|0.05-0.07| 0.0-2.9 | .10 | .15 | | |

 | 34-80 | 0-8 |1.50-1.70| 6.00-20.00|0.05-0.07| 0.0-2.9 | .10 | .15 | | |

 | | | | | | | | | | |

 Deford----------| 0-6 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 1 | 220

 | 6-8 | 0-5 |1.35-1.60| 6.00-20.00|0.05-0.07| 0.0-2.9 | .17 | .17 | | |

 | 8-80 | 0-5 |1.50-1.65| 6.00-20.00|0.05-0.07| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

 Croswell--------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 1 | 220

 | 1-11 | 0-5 |1.30-1.55| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 11-21 | 0-5 |1.40-1.60| 6.00-20.00|0.06-0.10| 0.0-2.9 | .15 | .15 | | |

 | 21-34 | 0-5 |1.50-1.65| 6.00-20.00|0.05-0.07| 0.0-2.9 | .15 | .15 | | |

 | 34-80 | 0-5 |1.50-1.65| 6.00-20.00|0.05-0.07| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

127A: | | | | | | | | | | |

 Au Gres---------| 0-4 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 1 | 220

 | 4-13 | 0-8 |1.30-1.55| 6.00-20.00|0.07-0.10| 0.0-2.9 | .10 | .15 | | |

 | 13-19 | 0-8 |1.30-1.55| 6.00-20.00|0.07-0.10| 0.0-2.9 | .10 | .15 | | |

 | 19-28 | 0-8 |1.30-1.55| 6.00-20.00|0.07-0.10| 0.0-2.9 | .10 | .15 | | |

 | 28-34 | 0-8 |1.50-1.70| 6.00-20.00|0.05-0.07| 0.0-2.9 | .10 | .15 | | |

 | 34-80 | 0-8 |1.50-1.70| 6.00-20.00|0.05-0.07| 0.0-2.9 | .10 | .15 | | |

 | | | | | | | | | | |

 Kinross---------| 0-2 | --- |0.05-0.15| 6.00-20.00|0.55-0.65| --- | --- | --- | 5 | 7 | 38

 | 2-6 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | | |

 | 6-16 | 0-5 |1.30-1.55| 6.00-20.00|0.07-0.10| 0.0-2.9 | .15 | .15 | | |

 | 16-32 | 0-5 |1.40-1.65| 6.00-20.00|0.05-0.09| 0.0-2.9 | .15 | .15 | | |

 | 32-80 | 0-5 |1.55-1.65| 6.00-20.00|0.04-0.08| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |
Keweenaw County Area, Michigan 523

Table 16.--Physical Properties of the Soils--Continued

_________________________________________________________________________________________________________

 | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | | | |bility|bility

 | | | density | (Ksat) |capacity | bility | K | Kf | T |group |index _________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | | | | |

 | | | | | | | | | | |

130C: | | | | | | | | | | |

 Garlic----------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 2 | 134

 | 1-7 | 0-10|1.30-1.55| 6.00-20.00|0.07-0.09| 0.0-2.9 | .15 | .15 | | |

 | 7-13 | 0-10|1.60-1.70| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 13-20 | 0-10|1.60-1.80| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 20-27 | 0-10|1.60-1.75| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 27-46 | 0-10|1.55-1.75| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 46-80 | 0-10|1.55-1.75| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

 Alcona----------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 3 | 86

 | 1-4 | 3-18|1.35-1.70| 0.60-2.00 |0.10-0.17| 0.0-2.9 | .20 | .24 | | |

 | 4-7 | 3-18|1.35-1.70| 0.60-2.00 |0.10-0.17| 0.0-2.9 | .20 | .24 | | |

 | 7-29 | 3-18|1.35-1.70| 0.60-2.00 |0.08-0.17| 0.0-2.9 | .15 | .17 | | |

 | 29-40 | 3-18|1.35-1.70| 0.60-2.00 |0.13-0.20| 0.0-2.9 | .24 | .24 | | |

 | 40-46 | 3-18|1.50-1.70| 0.60-2.00 |0.08-0.20| 0.0-2.9 | .24 | .24 | | |

 | 46-69 | 3-15|1.35-1.70| 0.60-2.00 |0.09-0.14| 0.0-2.9 | .20 | .24 | | |

 | 69-80 | 0-8 |1.50-1.70| 0.60-2.00 |0.08-0.20| 0.0-2.9 | .24 | .24 | | |

 | | | | | | | | | | |

130E: | | | | | | | | | | |

 Garlic----------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 2 | 134

 | 1-7 | 0-10|1.30-1.55| 6.00-20.00|0.07-0.09| 0.0-2.9 | .15 | .15 | | |

 | 7-13 | 0-10|1.60-1.70| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 13-20 | 0-10|1.60-1.80| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 20-27 | 0-10|1.60-1.75| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 27-46 | 0-10|1.55-1.75| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 46-80 | 0-10|1.55-1.75| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

 Alcona----------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 3 | 86

 | 1-4 | 3-18|1.35-1.70| 0.60-2.00 |0.10-0.17| 0.0-2.9 | .20 | .24 | | |

 | 4-7 | 3-18|1.35-1.70| 0.60-2.00 |0.10-0.17| 0.0-2.9 | .20 | .24 | | |

 | 7-29 | 3-18|1.35-1.70| 0.60-2.00 |0.08-0.17| 0.0-2.9 | .15 | .17 | | |

 | 29-40 | 3-18|1.35-1.70| 0.60-2.00 |0.13-0.20| 0.0-2.9 | .24 | .24 | | |

 | 40-46 | 3-18|1.50-1.70| 0.60-2.00 |0.08-0.20| 0.0-2.9 | .24 | .24 | | |

 | 46-69 | 3-15|1.35-1.70| 0.60-2.00 |0.09-0.14| 0.0-2.9 | .20 | .24 | | |

 | 69-80 | 0-8 |1.50-1.70| 0.60-2.00 |0.08-0.20| 0.0-2.9 | .24 | .24 | | |

 | | | | | | | | | | |

133C: | | | | | | | | | | |

 Keweenaw--------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 2 | 134

 | 1-11 | 3-15|1.45-1.65| 0.60-6.00 |0.09-0.13| 0.0-2.9 | .17 | .17 | | |

 | 11-17 | 3-15|1.45-1.80| 0.60-6.00 |0.09-0.13| 0.0-2.9 | .17 | .17 | | |

 | 17-39 | 4-18|1.45-1.75| 0.60-6.00 |0.08-0.12| 0.0-2.9 | .15 | .17 | | |

 | 39-61 | 4-18|1.50-1.70| 0.60-6.00 |0.04-0.07| 0.0-2.9 | .24 | .24 | | |

 | 61-80 | 3-18|1.50-1.70| 0.60-6.00 |0.08-0.10| 0.0-2.9 | .17 | .17 | | |

 | | | | | | | | | | |

 Garlic----------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 2 | 134

 | 1-7 | 0-10|1.30-1.55| 6.00-20.00|0.07-0.09| 0.0-2.9 | .15 | .15 | | |

 | 7-13 | 0-10|1.60-1.70| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 13-20 | 0-10|1.60-1.80| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 20-27 | 0-10|1.60-1.75| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 27-46 | 0-10|1.55-1.75| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 46-80 | 0-10|1.55-1.75| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

133E: | | | | | | | | | | |

 Keweenaw--------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 2 | 134

 | 1-11 | 3-15|1.45-1.65| 0.60-6.00 |0.09-0.13| 0.0-2.9 | .17 | .17 | | |

 | 11-17 | 3-15|1.45-1.80| 0.60-6.00 |0.09-0.13| 0.0-2.9 | .17 | .17 | | |

 | 17-39 | 4-18|1.45-1.75| 0.60-6.00 |0.08-0.12| 0.0-2.9 | .15 | .17 | | |

 | 39-61 | 4-18|1.50-1.70| 0.60-6.00 |0.04-0.07| 0.0-2.9 | .24 | .24 | | |

 | 61-80 | 3-18|1.50-1.70| 0.60-6.00 |0.08-0.10| 0.0-2.9 | .17 | .17 | | |

 | | | | | | | | | | |
524 Soil Survey of

Table 16.--Physical Properties of the Soils--Continued

_________________________________________________________________________________________________________

 | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | | | |bility|bility

 | | | density | (Ksat) |capacity | bility | K | Kf | T |group |index _________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | | | | |

 | | | | | | | | | | |

133E: | | | | | | | | | | |

 Garlic----------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 2 | 134

 | 1-7 | 0-10|1.30-1.55| 6.00-20.00|0.07-0.09| 0.0-2.9 | .15 | .15 | | |

 | 7-13 | 0-10|1.60-1.70| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 13-20 | 0-10|1.60-1.80| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 20-27 | 0-10|1.60-1.75| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 27-46 | 0-10|1.55-1.75| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 46-80 | 0-10|1.55-1.75| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

133F: | | | | | | | | | | |

 Keweenaw--------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 2 | 134

 | 1-11 | 3-15|1.45-1.65| 0.60-6.00 |0.09-0.13| 0.0-2.9 | .17 | .17 | | |

 | 11-17 | 3-15|1.45-1.80| 0.60-6.00 |0.09-0.13| 0.0-2.9 | .17 | .17 | | |

 | 17-39 | 4-18|1.45-1.75| 0.60-6.00 |0.08-0.12| 0.0-2.9 | .15 | .17 | | |

 | 39-61 | 4-18|1.50-1.70| 0.60-6.00 |0.04-0.07| 0.0-2.9 | .24 | .24 | | |

 | 61-80 | 3-18|1.50-1.70| 0.60-6.00 |0.08-0.10| 0.0-2.9 | .17 | .17 | | |

 | | | | | | | | | | |

 Garlic----------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 2 | 134

 | 1-7 | 0-10|1.30-1.55| 6.00-20.00|0.07-0.09| 0.0-2.9 | .15 | .15 | | |

 | 7-13 | 0-10|1.60-1.70| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 13-20 | 0-10|1.60-1.80| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 20-27 | 0-10|1.60-1.75| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 27-46 | 0-10|1.55-1.75| 6.00-20.00|0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 46-80 | 0-10|1.55-1.75| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

136B: | | | | | | | | | | |

 Borgstrom-------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 1 | 220

 | 1-8 | 0-10|1.30-1.60| 6.00-20.00|0.07-0.09| 0.0-2.9 | .15 | .15 | | |

 | 8-11 | 0-10|1.75-2.00| 0.60-6.00 |0.03-0.05| 0.0-2.9 | .15 | .15 | | |

 | 11-18 | 0-10|1.75-2.00| 0.60-6.00 |0.03-0.05| 0.0-2.9 | .15 | .15 | | |

 | 18-21 | 0-10|1.30-1.65| 6.00-20.00|0.06-0.08| 0.0-2.9 | .15 | .15 | | |

 | 21-24 | 0-8 |1.30-1.65| 6.00-20.00|0.06-0.08| 0.0-2.9 | .15 | .15 | | |

 | 24-80 | 0-25|1.50-1.80| 0.60-6.00 |0.05-0.20| 0.0-2.9 | .28 | .28 | | |

 | | | | | | | | | | |

 Ingalls---------| 0-4 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 2 | 134

 | 4-5 | 0-8 |1.20-1.55| 6.00-20.00|0.06-0.09| 0.0-3.0 | .15 | .15 | | |

 | 5-14 | 0-10|1.20-1.55| 6.00-20.00|0.06-0.12| 0.0-3.0 | .15 | .15 | | |

 | 14-16 | 0-10|1.35-1.65| 6.00-20.00|0.05-0.11| 0.0-3.0 | .15 | .15 | | |

 | 16-35 | 0-10|1.35-1.65| 6.00-20.00|0.05-0.11| 0.0-3.0 | .15 | .15 | | |

 | 35-80 | 0-15|1.65-1.80| 0.20-0.60 |0.14-0.22| 0.0-3.0 | .43 | .43 | | |

 | | | | | | | | | | |

142C: | | | | | | | | | | |

 Wallace---------| 0-4 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 1 | 220

 | 4-5 | 0-5 |1.35-1.45| 6.00-20.00|0.07-0.10| 0.0-2.9 | .15 | .15 | | |

 | 5-22 | 0-5 |1.35-1.45| 6.00-20.00|0.07-0.10| 0.0-2.9 | .15 | .15 | | |

 | 22-31 | 0-5 |1.75-2.05| 0.60-6.00 |0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 31-37 | 0-5 |1.75-2.05| 0.60-6.00 |0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 37-62 | 0-5 |1.45-1.60| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | 62-74 | 0-5 |1.45-1.60| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | 74-80 | 0-5 |1.45-1.60| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

 Rubicon---------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 1 | 220

 | 1-7 | 0-5 |1.30-1.55| 6.00-20.00|0.06-0.10| 0.0-2.9 | .15 | .15 | | |

 | 7-34 | 0-5 |1.30-1.60| 6.00-20.00|0.05-0.09| 0.0-2.9 | .15 | .15 | | |

 | 34-44 | 0-5 |1.50-1.60| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | 44-80 | 0-5 |1.50-1.60| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |
Keweenaw County Area, Michigan 525

Table 16.--Physical Properties of the Soils--Continued

_________________________________________________________________________________________________________

 | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | | | |bility|bility

 | | | density | (Ksat) |capacity | bility | K | Kf | T |group |index _________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | | | | |

 | | | | | | | | | | |

142F: | | | | | | | | | | |

 Wallace---------| 0-4 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 1 | 220

 | 4-5 | 0-5 |1.35-1.45| 6.00-20.00|0.07-0.10| 0.0-2.9 | .15 | .15 | | |

 | 5-22 | 0-5 |1.35-1.45| 6.00-20.00|0.07-0.10| 0.0-2.9 | .15 | .15 | | |

 | 22-31 | 0-5 |1.75-2.05| 0.60-6.00 |0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 31-37 | 0-5 |1.75-2.05| 0.60-6.00 |0.06-0.09| 0.0-2.9 | .15 | .15 | | |

 | 37-62 | 0-5 |1.45-1.60| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | 62-74 | 0-5 |1.45-1.60| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | 74-80 | 0-5 |1.45-1.60| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

 Rubicon---------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 1 | 220

 | 1-7 | 0-5 |1.30-1.55| 6.00-20.00|0.06-0.10| 0.0-2.9 | .15 | .15 | | |

 | 7-34 | 0-5 |1.30-1.60| 6.00-20.00|0.05-0.09| 0.0-2.9 | .15 | .15 | | |

 | 34-44 | 0-5 |1.50-1.60| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | 44-80 | 0-5 |1.50-1.60| 6.00-20.00|0.05-0.08| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

155C: | | | | | | | | | | |

 Montreal--------| 0-2 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 4 | 86

 | 2-6 | 4-18|1.30-1.60| 0.60-2.00 |0.11-0.15| 0.0-2.9 | .15 | .24 | | |

 | 6-11 | 4-18|1.35-1.70| 0.60-2.00 |0.11-0.15| 0.0-2.9 | .15 | .24 | | |

 | 11-20 | 4-18|1.35-1.70| 0.60-2.00 |0.11-0.15| 0.0-2.9 | .15 | .24 | | |

 | 20-33 | 2-12|1.80-2.10| 0.01-0.06 |0.03-0.06| 0.0-2.9 | .05 | .17 | | |

 | 33-51 | 2-12|1.80-2.10| 0.01-0.06 |0.02-0.05| 0.0-2.9 | .10 | .24 | | |

 | 51-80 | 0-12|1.55-1.75| 0.60-6.00 |0.03-0.06| 0.0-2.9 | .05 | .17 | | |

 | | | | | | | | | | |

 Paavola---------| 0-2 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 2 | 134

 | 2-6 | 3-15|1.30-1.60| >20.00 |0.07-0.10| 0.0-2.9 | .10 | .17 | | |

 | 6-12 | 3-15|1.40-1.65| >20.00 |0.07-0.10| 0.0-2.9 | .05 | .17 | | |

 | 12-27 | 0-8 |1.40-1.65| >20.00 |0.02-0.05| 0.0-2.9 | .05 | .15 | | |

 | 27-35 | 3-18|1.80-2.10| 0.01-0.06 |0.07-0.10| 0.0-2.9 | .10 | .17 | | |

 | 35-46 | 4-18|1.80-2.10| 0.01-0.06 |0.07-0.09| 0.0-2.9 | .10 | .24 | | |

 | 46-80 | 4-18|1.60-1.80| 0.01-0.06 |0.07-0.09| 0.0-2.9 | .10 | .24 | | |

 | | | | | | | | | | |

 Waiska----------| 0-1 | --- |0.05-0.15| 6.00-20.00|0.55-0.65| --- | --- | --- | 5 | 2 | 134

 | 1-7 | 3-15|1.35-1.65| >20.00 |0.03-0.11| 0.0-2.9 | .15 | .15 | | |

 | 7-23 | 3-12|1.35-1.70| >20.00 |0.03-0.07| 0.0-2.9 | .05 | .10 | | |

 | 23-35 | 0-8 |1.40-1.65| >20.00 |0.01-0.04| 0.0-2.9 | .05 | .10 | | |

 | 35-60 | 0-8 |1.55-1.65| >20.00 |0.01-0.02| 0.0-2.9 | .02 | .10 | | |

 | 60-80 | 0-8 |1.55-1.65| >20.00 |0.01-0.02| 0.0-2.9 | .02 | .10 | | |

 | | | | | | | | | | |

155E: | | | | | | | | | | |

 Montreal--------| 0-2 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 4 | 86

 | 2-6 | 4-18|1.30-1.60| 0.60-2.00 |0.11-0.15| 0.0-2.9 | .15 | .24 | | |

 | 6-11 | 4-18|1.35-1.70| 0.60-2.00 |0.11-0.15| 0.0-2.9 | .15 | .24 | | |

 | 11-20 | 4-18|1.35-1.70| 0.60-2.00 |0.11-0.15| 0.0-2.9 | .15 | .24 | | |

 | 20-33 | 2-12|1.80-2.10| 0.01-0.06 |0.03-0.06| 0.0-2.9 | .05 | .17 | | |

 | 33-51 | 2-12|1.80-2.10| 0.01-0.06 |0.02-0.05| 0.0-2.9 | .10 | .24 | | |

 | 51-80 | 0-12|1.55-1.75| 0.60-6.00 |0.03-0.06| 0.0-2.9 | .05 | .17 | | |

 | | | | | | | | | | |

 Paavola---------| 0-2 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 2 | 134

 | 2-6 | 3-15|1.30-1.60| >20.00 |0.07-0.10| 0.0-2.9 | .10 | .17 | | |

 | 6-12 | 3-15|1.40-1.65| >20.00 |0.07-0.10| 0.0-2.9 | .05 | .17 | | |

 | 12-27 | 0-8 |1.40-1.65| >20.00 |0.02-0.05| 0.0-2.9 | .05 | .15 | | |

 | 27-35 | 3-18|1.80-2.10| 0.01-0.06 |0.07-0.10| 0.0-2.9 | .10 | .17 | | |

 | 35-46 | 4-18|1.80-2.10| 0.01-0.06 |0.07-0.09| 0.0-2.9 | .10 | .24 | | |

 | 46-80 | 4-18|1.60-1.80| 0.01-0.06 |0.07-0.09| 0.0-2.9 | .10 | .24 | | |

 | | | | | | | | | | |

 Waiska----------| 0-1 | --- |0.05-0.15| 6.00-20.00|0.55-0.65| --- | --- | --- | 5 | 2 | 134

 | 1-7 | 3-15|1.35-1.65| >20.00 |0.03-0.11| 0.0-2.9 | .15 | .15 | | |

 | 7-23 | 3-12|1.35-1.70| >20.00 |0.03-0.07| 0.0-2.9 | .05 | .10 | | |

 | 23-35 | 0-8 |1.40-1.65| >20.00 |0.01-0.04| 0.0-2.9 | .05 | .10 | | |

 | 35-60 | 0-8 |1.55-1.65| >20.00 |0.01-0.02| 0.0-2.9 | .02 | .10 | | |

 | 60-80 | 0-8 |1.55-1.65| >20.00 |0.01-0.02| 0.0-2.9 | .02 | .10 | | |

 | | | | | | | | | | |
526 Soil Survey of

Table 16.--Physical Properties of the Soils--Continued

_________________________________________________________________________________________________________

 | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | | | |bility|bility

 | | | density | (Ksat) |capacity | bility | K | Kf | T |group |index _________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | | | | |

 | | | | | | | | | | |

158A: | | | | | | | | | | |

 Arnheim---------| 0-4 | 4-18|1.15-1.60| 0.60-6.00 |0.12-0.35| 0.0-2.9 | .37 | .37 | 5 | 2 | 134

 | 4-9 | 4-18|1.50-1.80| 0.60-2.00 |0.17-0.19| 0.0-2.9 | .43 | .43 | | |

 | 9-22 | 5-18|1.50-1.80| 0.60-2.00 |0.20-0.22| 0.0-2.9 | .43 | .43 | | |

 | 22-35 | 4-18|1.50-1.80| 0.60-2.00 |0.14-0.22| 0.0-2.9 | .24 | .24 | | |

 | 35-50 | 4-18|1.50-1.80| 0.60-2.00 |0.14-0.16| 0.0-2.9 | .24 | .24 | | |

 | 50-60 | 3-15|1.50-1.80| 2.00-6.00 |0.08-0.10| 0.0-2.9 | .17 | .17 | | |

 | | | | | | | | | | |

 Sturgeon--------| 0-2 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 2 | 134

 | 2-16 | 4-20|1.50-1.70| 0.60-2.00 |0.22-0.24| 0.0-2.9 | .28 | .28 | | |

 | 16-42 | 3-15|1.50-1.70| 6.00-20.00|0.08-0.11| 0.0-2.9 | .28 | .28 | | |

 | 42-48 | 4-18|1.50-1.70| 0.60-2.00 |0.14-0.16| 0.0-2.9 | --- | --- | | |

 | 48-60 | 3-15|1.50-1.65| 6.00-20.00|0.09-0.11| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |

 Pelkie----------| 0-6 | 5-12|1.30-1.55| 6.00-20.00|0.11-0.14| 0.0-2.9 | .17 | .17 | 5 | 2 | 134

 | 6-22 | 0-10|1.25-1.65| 6.00-20.00|0.08-0.11| 0.0-2.9 | .17 | .17 | | |

 | 22-80 | 0-10|1.25-1.65| 6.00-20.00|0.11-0.15| 0.0-2.9 | .17 | .17 | | |

 | | | | | | | | | | |

161F: | | | | | | | | | | |

 Trimountain-----| 0-2 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 3 | 4 | 86

 | 2-6 | 4-18|1.30-1.60| 0.60-2.00 |0.10-0.14| 0.0-2.9 | .15 | .24 | | |

 | 6-11 | 3-18|1.35-1.65| 0.60-2.00 |0.10-0.14| 0.0-2.9 | .15 | .24 | | |

 | 11-20 | 3-18|1.35-1.65| 0.60-2.00 |0.10-0.14| 0.0-2.9 | .15 | .24 | | |

 | 20-33 | 3-18|1.80-2.10| 0.01-0.06 |0.02-0.05| 0.0-2.9 | .10 | .17 | | |

 | 33-51 | 3-18|1.80-2.10| 0.01-0.06 |0.03-0.06| 0.0-2.9 | .10 | .24 | | |

 | 51-80 | 3-18|1.70-1.90| 0.60-6.00 |0.02-0.05| 0.0-2.9 | .10 | .17 | | |

 | | | | | | | | | | |

 Lac La Belle----| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 3 | 86

 | 1-5 | 3-18|1.30-1.60| 6.00-28.57|0.04-0.08| 0.0-2.9 | .05 | .17 | | |

 | 5-12 | 3-18|1.40-1.65| 6.00-30.76|0.04-0.07| 0.0-2.9 | .05 | .17 | | |

 | 12-36 | 3-15|1.40-1.65| 6.00-31.16|0.02-0.05| 0.0-2.9 | .05 | .17 | | |

 | 36-42 | 3-18|1.80-2.10| 0.01-0.06 |0.02-0.05| 0.0-2.9 | .05 | .17 | | |

 | 42-50 | 3-15|1.80-2.10| 0.01-0.06 |0.04-0.08| 0.0-2.9 | .05 | .17 | | |

 | 50-62 | 3-18|1.80-2.10| 0.01-0.06 |0.04-0.08| 0.0-2.9 | .05 | .24 | | |

 | 62-80 | 3-15|1.55-1.75| 0.60-6.00 |0.03-0.07| 0.0-2.9 | .05 | .17 | | |

 | | | | | | | | | | |

 Waiska----------| 0-1 | --- |0.05-0.15| 6.00-20.00|0.55-0.65| --- | --- | --- | 5 | 2 | 134

 | 1-7 | 3-15|1.35-1.65| >20.00 |0.03-0.11| 0.0-2.9 | .15 | .15 | | |

 | 7-23 | 3-12|1.35-1.70| >20.00 |0.03-0.07| 0.0-2.9 | .05 | .10 | | |

 | 23-35 | 0-8 |1.40-1.65| >20.00 |0.01-0.04| 0.0-2.9 | .05 | .10 | | |

 | 35-60 | 0-8 |1.55-1.65| >20.00 |0.01-0.02| 0.0-2.9 | .02 | .10 | | |

 | 60-80 | 0-8 |1.55-1.65| >20.00 |0.01-0.02| 0.0-2.9 | .02 | .10 | | |

 | | | | | | | | | | |

162F: | | | | | | | | | | |

 Trimountain-----| 0-2 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 3 | 4 | 86

 | 2-6 | 4-18|1.30-1.60| 0.60-2.00 |0.10-0.14| 0.0-2.9 | .15 | .24 | | |

 | 6-11 | 3-18|1.35-1.65| 0.60-2.00 |0.10-0.14| 0.0-2.9 | .15 | .24 | | |

 | 11-20 | 3-18|1.35-1.65| 0.60-2.00 |0.10-0.14| 0.0-2.9 | .15 | .24 | | |

 | 20-33 | 3-18|1.80-2.10| 0.01-0.06 |0.02-0.05| 0.0-2.9 | .10 | .17 | | |

 | 33-51 | 3-18|1.80-2.10| 0.01-0.06 |0.03-0.06| 0.0-2.9 | .10 | .24 | | |

 | 51-80 | 3-18|1.70-1.90| 0.60-6.00 |0.02-0.05| 0.0-2.9 | .10 | .17 | | |

 | | | | | | | | | | |

 Lac La Belle----| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 3 | 86

 | 1-5 | 3-18|1.30-1.60| 6.00-28.57|0.04-0.08| 0.0-2.9 | .05 | .17 | | |

 | 5-12 | 3-18|1.40-1.65| 6.00-30.76|0.04-0.07| 0.0-2.9 | .05 | .17 | | |

 | 12-36 | 3-15|1.40-1.65| 6.00-31.16|0.02-0.05| 0.0-2.9 | .05 | .17 | | |

 | 36-42 | 3-18|1.80-2.10| 0.01-0.06 |0.02-0.05| 0.0-2.9 | .05 | .17 | | |

 | 42-50 | 3-15|1.80-2.10| 0.01-0.06 |0.04-0.08| 0.0-2.9 | .05 | .17 | | |

 | 50-62 | 3-18|1.80-2.10| 0.01-0.06 |0.04-0.08| 0.0-2.9 | .05 | .24 | | |

 | 62-80 | 3-15|1.55-1.75| 0.60-6.00 |0.03-0.07| 0.0-2.9 | .05 | .17 | | |

 | | | | | | | | | | |
Keweenaw County Area, Michigan 527

Table 16.--Physical Properties of the Soils--Continued

_________________________________________________________________________________________________________

 | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | | | |bility|bility

 | | | density | (Ksat) |capacity | bility | K | Kf | T |group |index _________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | | | | |

 | | | | | | | | | | |

162F: | | | | | | | | | | |

 Michigamme------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 1 | 310

 | 1-4 | 3-10|1.25-1.60| 0.60-2.00 |0.08-0.15| 0.0-2.9 | .17 | .24 | | |

 | 4-10 | 3-15|1.35-1.60| 0.60-2.00 |0.07-0.22| 0.0-2.9 | .28 | .37 | | |

 | 10-22 | 3-15|1.35-1.60| 0.60-2.00 |0.07-0.22| 0.0-2.9 | .28 | .37 | | |

 | 22-30 | 3-10|1.50-1.85| 0.60-2.00 |0.05-0.16| 0.0-2.9 | .20 | .28 | | |

 | >30 | --- | --- | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | |

166B: | | | | | | | | | | |

 Gratiot---------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 5 | 56

 | 1-4 | 4-18|1.30-1.70| 0.60-2.00 |0.04-0.08| 0.0-2.9 | .15 | .24 | | |

 | 4-7 | 3-18|1.40-1.65| 0.60-2.00 |0.04-0.07| 0.0-2.9 | .10 | .24 | | |

 | 7-12 | 3-18|1.40-1.65| 0.60-2.00 |0.04-0.07| 0.0-2.9 | .10 | .24 | | |

 | 12-20 | 4-18|1.40-1.65| 0.60-2.00 |0.05-0.08| 0.0-2.9 | .10 | .24 | | |

 | 20-30 | 3-18|1.80-2.05| 0.01-0.06 |0.03-0.07| 0.0-2.9 | .10 | .28 | | |

 | 30-80 | 3-18|1.30-1.70| 0.60-6.00 |0.14-0.18| 0.0-2.9 | .15 | .24 | | |

 | | | | | | | | | | |

 Sabattis--------| 0-8 | --- |0.20-0.30| 0.16-6.00 |0.35-0.45| --- | --- | --- | 5 | 5 | 56

 | 8-12 | 5-18|1.25-1.60| 0.60-2.00 |0.08-0.10| 0.0-2.9 | .15 | .37 | | |

 | 12-17 | 5-18|1.25-1.60| 0.60-2.00 |0.13-0.15| 0.0-2.9 | .15 | .43 | | |

 | 17-32 | 5-18|1.55-1.75| 0.60-2.00 |0.12-0.14| 0.0-2.9 | .28 | .43 | | |

 | 32-37 | 5-18|1.55-1.75| 0.20-2.00 |0.09-0.11| 0.0-2.9 | .10 | .20 | | |

 | 37-80 | 5-18|1.55-1.75| 0.20-2.00 |0.07-0.09| 0.0-2.9 | .05 | .20 | | |

 | | | | | | | | | | |

173C: | | | | | | | | | | |

 Montreal--------| 0-2 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 4 | 86

 | 2-6 | 4-18|1.30-1.60| 0.60-2.00 |0.11-0.15| 0.0-2.9 | .15 | .24 | | |

 | 6-11 | 4-18|1.35-1.70| 0.60-2.00 |0.11-0.15| 0.0-2.9 | .15 | .24 | | |

 | 11-20 | 4-18|1.35-1.70| 0.60-2.00 |0.11-0.15| 0.0-2.9 | .15 | .24 | | |

 | 20-33 | 2-12|1.80-2.10| 0.01-0.06 |0.03-0.06| 0.0-2.9 | .05 | .17 | | |

 | 33-51 | 2-12|1.80-2.10| 0.01-0.06 |0.02-0.05| 0.0-2.9 | .10 | .24 | | |

 | 51-80 | 0-12|1.55-1.75| 0.60-6.00 |0.03-0.06| 0.0-2.9 | .05 | .17 | | |

 | | | | | | | | | | |

 Paavola---------| 0-2 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 2 | 134

 | 2-6 | 3-15|1.30-1.60| >20.00 |0.07-0.10| 0.0-2.9 | .10 | .17 | | |

 | 6-12 | 3-15|1.40-1.65| >20.00 |0.07-0.10| 0.0-2.9 | .05 | .17 | | |

 | 12-27 | 0-8 |1.40-1.65| >20.00 |0.02-0.05| 0.0-2.9 | .05 | .15 | | |

 | 27-35 | 3-18|1.80-2.10| 0.01-0.06 |0.07-0.10| 0.0-2.9 | .10 | .17 | | |

 | 35-46 | 4-18|1.80-2.10| 0.01-0.06 |0.07-0.09| 0.0-2.9 | .10 | .24 | | |

 | 46-80 | 4-18|1.60-1.80| 0.01-0.06 |0.07-0.09| 0.0-2.9 | .10 | .24 | | |

 | | | | | | | | | | |

 Dishno----------| 0-1 | --- |0.10-0.20| 0.60-6.00 |0.45-0.55| --- | --- | --- | 4 | 4 | 86

 | 1-3 | 4-18|1.30-1.60| 0.60-2.00 |0.20-0.24| 0.0-2.9 | .28 | .37 | | |

 | 3-4 | 4-18|1.30-1.60| 0.60-2.00 |0.20-0.24| 0.0-2.9 | .28 | .37 | | |

 | 4-8 | 4-18|1.35-1.70| 0.60-2.00 |0.16-0.18| 0.0-2.9 | .32 | .32 | | |

 | 8-26 | 4-18|1.35-1.70| 0.60-2.00 |0.16-0.18| 0.0-2.9 | .32 | .32 | | |

 | 26-31 | 3-15|1.50-1.80| 2.00-6.00 |0.08-0.10| 0.0-2.9 | .10 | .20 | | |

 | 31-42 | 3-15|1.50-1.80| 2.00-6.00 |0.08-0.10| 0.0-2.9 | .10 | .20 | | |

 | >42 | --- | --- | 0.01-0.06 | --- | --- | --- | --- | | |

 | | | | | | | | | | |

173E: | | | | | | | | | | |

 Montreal--------| 0-2 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 4 | 86

 | 2-6 | 4-18|1.30-1.60| 0.60-2.00 |0.11-0.15| 0.0-2.9 | .15 | .24 | | |

 | 6-11 | 4-18|1.35-1.70| 0.60-2.00 |0.11-0.15| 0.0-2.9 | .15 | .24 | | |

 | 11-20 | 4-18|1.35-1.70| 0.60-2.00 |0.11-0.15| 0.0-2.9 | .15 | .24 | | |

 | 20-33 | 2-12|1.80-2.10| 0.01-0.06 |0.03-0.06| 0.0-2.9 | .05 | .17 | | |

 | 33-51 | 2-12|1.80-2.10| 0.01-0.06 |0.02-0.05| 0.0-2.9 | .10 | .24 | | |

 | 51-80 | 0-12|1.55-1.75| 0.60-6.00 |0.03-0.06| 0.0-2.9 | .05 | .17 | | |

 | | | | | | | | | | |
528 Soil Survey of

Table 16.--Physical Properties of the Soils--Continued

_________________________________________________________________________________________________________

 | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | | | |bility|bility

 | | | density | (Ksat) |capacity | bility | K | Kf | T |group |index _________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | | | | |

 | | | | | | | | | | |

173E: | | | | | | | | | | |

 Paavola---------| 0-2 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 2 | 134

 | 2-6 | 3-15|1.30-1.60| >20.00 |0.07-0.10| 0.0-2.9 | .10 | .17 | | |

 | 6-12 | 3-15|1.40-1.65| >20.00 |0.07-0.10| 0.0-2.9 | .05 | .17 | | |

 | 12-27 | 0-8 |1.40-1.65| >20.00 |0.02-0.05| 0.0-2.9 | .05 | .15 | | |

 | 27-35 | 3-18|1.80-2.10| 0.01-0.06 |0.07-0.10| 0.0-2.9 | .10 | .17 | | |

 | 35-46 | 4-18|1.80-2.10| 0.01-0.06 |0.07-0.09| 0.0-2.9 | .10 | .24 | | |

 | 46-80 | 4-18|1.60-1.80| 0.01-0.06 |0.07-0.09| 0.0-2.9 | .10 | .24 | | |

 | | | | | | | | | | |

 Dishno----------| 0-1 | --- |0.10-0.20| 0.60-6.00 |0.45-0.55| --- | --- | --- | 4 | 4 | 86

 | 1-3 | 4-18|1.30-1.60| 0.60-2.00 |0.20-0.24| 0.0-2.9 | .28 | .37 | | |

 | 3-4 | 4-18|1.30-1.60| 0.60-2.00 |0.20-0.24| 0.0-2.9 | .28 | .37 | | |

 | 4-8 | 4-18|1.35-1.70| 0.60-2.00 |0.16-0.18| 0.0-2.9 | .32 | .32 | | |

 | 8-26 | 4-18|1.35-1.70| 0.60-2.00 |0.16-0.18| 0.0-2.9 | .32 | .32 | | |

 | 26-31 | 3-15|1.50-1.80| 2.00-6.00 |0.08-0.10| 0.0-2.9 | .10 | .20 | | |

 | 31-42 | 3-15|1.50-1.80| 2.00-6.00 |0.08-0.10| 0.0-2.9 | .10 | .20 | | |

 | >42 | --- | --- | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | |

174B: | | | | | | | | | | |

 Montreal--------| 0-2 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 4 | 86

 | 2-6 | 4-18|1.30-1.60| 0.60-2.00 |0.11-0.15| 0.0-2.9 | .15 | .24 | | |

 | 6-11 | 4-18|1.35-1.70| 0.60-2.00 |0.11-0.15| 0.0-2.9 | .15 | .24 | | |

 | 11-20 | 4-18|1.35-1.70| 0.60-2.00 |0.11-0.15| 0.0-2.9 | .15 | .24 | | |

 | 20-33 | 2-12|1.80-2.10| 0.01-0.06 |0.03-0.06| 0.0-2.9 | .05 | .17 | | |

 | 33-51 | 2-12|1.80-2.10| 0.01-0.06 |0.02-0.05| 0.0-2.9 | .10 | .24 | | |

 | 51-80 | 0-12|1.55-1.75| 0.60-6.00 |0.03-0.06| 0.0-2.9 | .05 | .17 | | |

 | | | | | | | | | | |

 Dishno----------| 0-1 | --- |0.10-0.20| 0.60-6.00 |0.45-0.55| --- | --- | --- | 4 | 4 | 86

 | 1-3 | 4-18|1.30-1.60| 0.60-2.00 |0.20-0.24| 0.0-2.9 | .28 | .37 | | |

 | 3-4 | 4-18|1.30-1.60| 0.60-2.00 |0.20-0.24| 0.0-2.9 | .28 | .37 | | |

 | 4-8 | 4-18|1.35-1.70| 0.60-2.00 |0.16-0.18| 0.0-2.9 | .32 | .32 | | |

 | 8-26 | 4-18|1.35-1.70| 0.60-2.00 |0.16-0.18| 0.0-2.9 | .32 | .32 | | |

 | 26-31 | 3-15|1.50-1.80| 2.00-6.00 |0.08-0.10| 0.0-2.9 | .10 | .20 | | |

 | 31-42 | 3-15|1.50-1.80| 2.00-6.00 |0.08-0.10| 0.0-2.9 | .10 | .20 | | |

 | >42 | --- | --- | 0.01-0.06 | --- | --- | --- | --- | | |

 | | | | | | | | | | |

 Gratiot---------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 5 | 56

 | 1-4 | 4-18|1.30-1.70| 0.60-2.00 |0.04-0.08| 0.0-2.9 | .15 | .24 | | |

 | 4-7 | 3-18|1.40-1.65| 0.60-2.00 |0.04-0.07| 0.0-2.9 | .10 | .24 | | |

 | 7-12 | 3-18|1.40-1.65| 0.60-2.00 |0.04-0.07| 0.0-2.9 | .10 | .24 | | |

 | 12-20 | 4-18|1.40-1.65| 0.60-2.00 |0.05-0.08| 0.0-2.9 | .10 | .24 | | |

 | 20-30 | 3-18|1.80-2.05| 0.01-0.06 |0.03-0.07| 0.0-2.9 | .10 | .28 | | |

 | 30-80 | 3-18|1.30-1.70| 0.60-6.00 |0.14-0.18| 0.0-2.9 | .15 | .24 | | |

 | | | | | | | | | | |

177A: | | | | | | | | | | |

 Assinins--------| 0-2 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 2 | 134

 | 2-11 | 0-10|1.25-1.60| 6.00-20.00|0.07-0.09| 0.0-2.9 | .15 | .15 | | |

 | 11-15 | 0-10|1.25-1.60| 6.00-20.00|0.07-0.09| 0.0-2.9 | .15 | .15 | | |

 | 15-24 | 0-10|1.25-1.60| 6.00-20.00|0.07-0.09| 0.0-2.9 | .15 | .15 | | |

 | 24-37 | 5-18|1.50-1.90| 0.20-2.00 |0.10-0.13| 0.0-2.9 | .37 | .37 | | |

 | 37-80 | 5-18|1.50-1.90| 0.60-2.00 |0.10-0.16| 0.0-2.9 | .24 | .24 | | |

 | | | | | | | | | | |

183C: | | | | | | | | | | |

 Munising--------| 0-2 | --- |0.10-0.20| 0.60-6.00 |0.45-0.55| --- | --- | --- | 4 | 3 | 86

 | 2-4 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | | |

 | 4-11 | 0-10|1.30-1.65| 0.60-2.00 |0.16-0.20| 0.0-2.9 | .24 | .24 | | |

 | 11-13 | 4-10|1.35-1.70| 0.60-2.00 |0.16-0.20| 0.0-2.9 | .24 | .24 | | |

 | 13-18 | 4-10|1.35-1.70| 0.60-2.00 |0.10-0.14| 0.0-2.9 | .24 | .24 | | |

 | 18-31 | 8-14|1.80-2.10| 0.01-0.06 |0.02-0.05| 0.0-2.9 | .24 | .24 | | |

 | 31-51 | 10-35|1.35-1.70| 0.20-2.00 |0.10-0.14| 0.0-2.9 | .24 | .24 | | |

 | 51-80 | 6-12|1.55-1.75| 0.20-2.00 |0.07-0.11| 0.0-2.9 | .24 | .24 | | |

 | | | | | | | | | | |
Keweenaw County Area, Michigan 529

Table 16.--Physical Properties of the Soils--Continued

_________________________________________________________________________________________________________

 | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | | | |bility|bility

 | | | density | (Ksat) |capacity | bility | K | Kf | T |group |index _________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | | | | |

 | | | | | | | | | | |

183C: | | | | | | | | | | |

 Abbaye----------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 3 | 86

 | 1-5 | 3-15|1.35-1.65| 0.60-2.00 |0.13-0.18| 0.0-2.9 | .15 | .17 | | |

 | 5-11 | 4-10|1.35-1.70| 0.60-2.00 |0.11-0.17| 0.0-2.9 | .24 | .24 | | |

 | 11-18 | 4-10|1.35-1.70| 0.60-2.00 |0.11-0.17| 0.0-2.9 | .24 | .24 | | |

 | 18-28 | 8-15|1.30-1.70| 0.60-2.00 |0.09-0.17| 0.0-2.9 | .20 | .24 | | |

 | 28-30 | --- | --- | --- | --- | --- | --- | --- | | |

 | 30-80 | --- | --- | 0.00-0.20 | --- | --- | --- | --- | | |

 | | | | | | | | | | |

 Yalmer----------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 2 | 134

 | 1-6 | 3-15|1.30-1.65| 6.00-20.00|0.10-0.13| 0.0-2.9 | .17 | .17 | | |

 | 6-13 | 3-15|1.40-1.70| 6.00-20.00|0.10-0.13| 0.0-2.9 | .17 | .17 | | |

 | 13-28 | 3-15|1.40-1.70| 6.00-20.00|0.09-0.12| 0.0-2.9 | .15 | .17 | | |

 | 28-43 | 3-18|1.80-2.10| 0.01-0.06 |0.03-0.06| 0.0-2.9 | .15 | .17 | | |

 | 43-52 | 3-18|1.80-2.10| 0.01-0.06 |0.04-0.07| 0.0-2.9 | .20 | .24 | | |

 | 52-80 | 5-18|1.60-1.80| 0.60-2.00 |0.10-0.13| 0.0-2.9 | .20 | .24 | | |

 | | | | | | | | | | |

183E: | | | | | | | | | | |

 Munising--------| 0-2 | --- |0.10-0.20| 0.60-6.00 |0.45-0.55| --- | --- | --- | 4 | 3 | 86

 | 2-4 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | | |

 | 4-11 | 0-10|1.30-1.65| 0.60-2.00 |0.16-0.20| 0.0-2.9 | .24 | .24 | | |

 | 11-13 | 4-10|1.35-1.70| 0.60-2.00 |0.16-0.20| 0.0-2.9 | .24 | .24 | | |

 | 13-18 | 4-10|1.35-1.70| 0.60-2.00 |0.10-0.14| 0.0-2.9 | .24 | .24 | | |

 | 18-31 | 8-14|1.80-2.10| 0.01-0.06 |0.02-0.05| 0.0-2.9 | .24 | .24 | | |

 | 31-51 | 10-35|1.35-1.70| 0.20-2.00 |0.10-0.14| 0.0-2.9 | .24 | .24 | | |

 | 51-80 | 6-12|1.55-1.75| 0.20-2.00 |0.07-0.11| 0.0-2.9 | .24 | .24 | | |

 | | | | | | | | | | |

 Abbaye----------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 3 | 86

 | 1-5 | 3-15|1.35-1.65| 0.60-2.00 |0.13-0.18| 0.0-2.9 | .15 | .17 | | |

 | 5-11 | 4-10|1.35-1.70| 0.60-2.00 |0.11-0.17| 0.0-2.9 | .24 | .24 | | |

 | 11-18 | 4-10|1.35-1.70| 0.60-2.00 |0.11-0.17| 0.0-2.9 | .24 | .24 | | |

 | 18-28 | 8-15|1.30-1.70| 0.60-2.00 |0.09-0.17| 0.0-2.9 | .20 | .24 | | |

 | 28-30 | --- | --- | --- | --- | --- | --- | --- | | |

 | 30-80 | --- | --- | 0.00-0.20 | --- | --- | --- | --- | | |

 | | | | | | | | | | |

 Yalmer----------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 2 | 134

 | 1-6 | 3-15|1.30-1.65| 6.00-20.00|0.10-0.13| 0.0-2.9 | .17 | .17 | | |

 | 6-13 | 3-15|1.40-1.70| 6.00-20.00|0.10-0.13| 0.0-2.9 | .17 | .17 | | |

 | 13-28 | 3-15|1.40-1.70| 6.00-20.00|0.09-0.12| 0.0-2.9 | .15 | .17 | | |

 | 28-43 | 3-18|1.80-2.10| 0.01-0.06 |0.03-0.06| 0.0-2.9 | .15 | .17 | | |

 | 43-52 | 3-18|1.80-2.10| 0.01-0.06 |0.04-0.07| 0.0-2.9 | .20 | .24 | | |

 | 52-80 | 5-18|1.60-1.80| 0.60-2.00 |0.10-0.13| 0.0-2.9 | .20 | .24 | | |

 | | | | | | | | | | |

184C: | | | | | | | | | | |

 Munising--------| 0-2 | --- |0.10-0.20| 0.60-6.00 |0.45-0.55| --- | --- | --- | 4 | 3 | 86

 | 2-4 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | | |

 | 4-11 | 0-10|1.30-1.65| 0.60-2.00 |0.16-0.20| 0.0-2.9 | .24 | .24 | | |

 | 11-13 | 4-10|1.35-1.70| 0.60-2.00 |0.16-0.20| 0.0-2.9 | .24 | .24 | | |

 | 13-18 | 4-10|1.35-1.70| 0.60-2.00 |0.10-0.14| 0.0-2.9 | .24 | .24 | | |

 | 18-31 | 8-14|1.80-2.10| 0.01-0.06 |0.02-0.05| 0.0-2.9 | .24 | .24 | | |

 | 31-51 | 10-35|1.35-1.70| 0.20-2.00 |0.10-0.14| 0.0-2.9 | .24 | .24 | | |

 | 51-80 | 6-12|1.55-1.75| 0.20-2.00 |0.07-0.11| 0.0-2.9 | .24 | .24 | | |

 | | | | | | | | | | |

 Yalmer----------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 2 | 134

 | 1-6 | 3-15|1.30-1.65| 6.00-20.00|0.10-0.13| 0.0-2.9 | .17 | .17 | | |

 | 6-13 | 3-15|1.40-1.70| 6.00-20.00|0.10-0.13| 0.0-2.9 | .17 | .17 | | |

 | 13-28 | 3-15|1.40-1.70| 6.00-20.00|0.09-0.12| 0.0-2.9 | .15 | .17 | | |

 | 28-43 | 3-18|1.80-2.10| 0.01-0.06 |0.03-0.06| 0.0-2.9 | .15 | .17 | | |

 | 43-52 | 3-18|1.80-2.10| 0.01-0.06 |0.04-0.07| 0.0-2.9 | .20 | .24 | | |

 | 52-80 | 5-18|1.60-1.80| 0.60-2.00 |0.10-0.13| 0.0-2.9 | .20 | .24 | | |

 | | | | | | | | | | |
530 Soil Survey of

Table 16.--Physical Properties of the Soils--Continued

_________________________________________________________________________________________________________

 | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | | | |bility|bility

 | | | density | (Ksat) |capacity | bility | K | Kf | T |group |index _________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | | | | |

 | | | | | | | | | | |

184E: | | | | | | | | | | |

 Munising--------| 0-2 | --- |0.10-0.20| 0.60-6.00 |0.45-0.55| --- | --- | --- | 4 | 3 | 86

 | 2-4 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | | |

 | 4-11 | 0-10|1.30-1.65| 0.60-2.00 |0.16-0.20| 0.0-2.9 | .24 | .24 | | |

 | 11-13 | 4-10|1.35-1.70| 0.60-2.00 |0.16-0.20| 0.0-2.9 | .24 | .24 | | |

 | 13-18 | 4-10|1.35-1.70| 0.60-2.00 |0.10-0.14| 0.0-2.9 | .24 | .24 | | |

 | 18-31 | 8-14|1.80-2.10| 0.01-0.06 |0.02-0.05| 0.0-2.9 | .24 | .24 | | |

 | 31-51 | 10-35|1.35-1.70| 0.20-2.00 |0.10-0.14| 0.0-2.9 | .24 | .24 | | |

 | 51-80 | 6-12|1.55-1.75| 0.20-2.00 |0.07-0.11| 0.0-2.9 | .24 | .24 | | |

 | | | | | | | | | | |

 Yalmer----------| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 2 | 134

 | 1-6 | 3-15|1.30-1.65| 6.00-20.00|0.10-0.13| 0.0-2.9 | .17 | .17 | | |

 | 6-13 | 3-15|1.40-1.70| 6.00-20.00|0.10-0.13| 0.0-2.9 | .17 | .17 | | |

 | 13-28 | 3-15|1.40-1.70| 6.00-20.00|0.09-0.12| 0.0-2.9 | .15 | .17 | | |

 | 28-43 | 3-18|1.80-2.10| 0.01-0.06 |0.03-0.06| 0.0-2.9 | .15 | .17 | | |

 | 43-52 | 3-18|1.80-2.10| 0.01-0.06 |0.04-0.07| 0.0-2.9 | .20 | .24 | | |

 | 52-80 | 5-18|1.60-1.80| 0.60-2.00 |0.10-0.13| 0.0-2.9 | .20 | .24 | | |

 | | | | | | | | | | |

185B: | | | | | | | | | | |

 Munising--------| 0-2 | --- |0.10-0.20| 0.60-6.00 |0.45-0.55| --- | --- | --- | 4 | 3 | 86

 | 2-4 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | | |

 | 4-11 | 0-10|1.30-1.65| 0.60-2.00 |0.16-0.20| 0.0-2.9 | .24 | .24 | | |

 | 11-13 | 4-10|1.35-1.70| 0.60-2.00 |0.16-0.20| 0.0-2.9 | .24 | .24 | | |

 | 13-18 | 4-10|1.35-1.70| 0.60-2.00 |0.10-0.14| 0.0-2.9 | .24 | .24 | | |

 | 18-31 | 8-14|1.80-2.10| 0.01-0.06 |0.02-0.05| 0.0-2.9 | .24 | .24 | | |

 | 31-51 | 10-35|1.35-1.70| 0.20-2.00 |0.10-0.14| 0.0-2.9 | .24 | .24 | | |

 | 51-80 | 6-12|1.55-1.75| 0.20-2.00 |0.07-0.11| 0.0-2.9 | .24 | .24 | | |

 | | | | | | | | | | |

 Skanee----------| 0-2 | --- | --- | 0.60-2.00 | --- | --- | --- | --- | 3 | 3 | 86

 | 2-8 | 2-10|1.20-1.50| 0.60-2.00 |0.09-0.18| 0.0-2.9 | .20 | .24 | | |

 | 8-14 | 2-10|1.35-1.60| 0.60-2.00 |0.14-0.17| 0.0-2.9 | .20 | .24 | | |

 | 14-31 | 4-12|1.80-2.10| 0.01-0.06 |0.02-0.04| 0.0-2.9 | .20 | .24 | | |

 | 31-42 | 10-35|1.35-1.70| 0.60-2.00 |0.03-0.05| 0.0-2.9 | .32 | .37 | | |

 | 42-80 | 6-12|1.55-1.70| 0.60-2.00 |0.03-0.05| 0.0-2.9 | .20 | .24 | | |

 | | | | | | | | | | |

185C: | | | | | | | | | | |

 Munising--------| 0-2 | --- |0.10-0.20| 0.60-6.00 |0.45-0.55| --- | --- | --- | 4 | 3 | 86

 | 2-4 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | | |

 | 4-11 | 0-10|1.30-1.65| 0.60-2.00 |0.16-0.20| 0.0-2.9 | .24 | .24 | | |

 | 11-13 | 4-10|1.35-1.70| 0.60-2.00 |0.16-0.20| 0.0-2.9 | .24 | .24 | | |

 | 13-18 | 4-10|1.35-1.70| 0.60-2.00 |0.10-0.14| 0.0-2.9 | .24 | .24 | | |

 | 18-31 | 8-14|1.80-2.10| 0.01-0.06 |0.02-0.05| 0.0-2.9 | .24 | .24 | | |

 | 31-51 | 10-35|1.35-1.70| 0.20-2.00 |0.10-0.14| 0.0-2.9 | .24 | .24 | | |

 | 51-80 | 6-12|1.55-1.75| 0.20-2.00 |0.07-0.11| 0.0-2.9 | .24 | .24 | | |

 | | | | | | | | | | |

 Skanee----------| 0-2 | --- | --- | 0.60-2.00 | --- | --- | --- | --- | 3 | 3 | 86

 | 2-8 | 2-10|1.20-1.50| 0.60-2.00 |0.09-0.18| 0.0-2.9 | .20 | .24 | | |

 | 8-14 | 2-10|1.35-1.60| 0.60-2.00 |0.14-0.17| 0.0-2.9 | .20 | .24 | | |

 | 14-31 | 4-12|1.80-2.10| 0.01-0.06 |0.02-0.04| 0.0-2.9 | .20 | .24 | | |

 | 31-42 | 10-35|1.35-1.70| 0.60-2.00 |0.03-0.05| 0.0-2.9 | .32 | .37 | | |

 | 42-80 | 6-12|1.55-1.70| 0.60-2.00 |0.03-0.05| 0.0-2.9 | .20 | .24 | | |

 | | | | | | | | | | |

187A: | | | | | | | | | | |

 Skanee----------| 0-2 | --- | --- | 0.60-2.00 | --- | --- | --- | --- | 3 | 3 | 86

 | 2-8 | 2-10|1.20-1.50| 0.60-2.00 |0.09-0.18| 0.0-2.9 | .20 | .24 | | |

 | 8-14 | 2-10|1.35-1.60| 0.60-2.00 |0.14-0.17| 0.0-2.9 | .20 | .24 | | |

 | 14-31 | 4-12|1.80-2.10| 0.01-0.06 |0.02-0.04| 0.0-2.9 | .20 | .24 | | |

 | 31-42 | 10-35|1.35-1.70| 0.60-2.00 |0.03-0.05| 0.0-2.9 | .32 | .37 | | |

 | 42-80 | 6-12|1.55-1.70| 0.60-2.00 |0.03-0.05| 0.0-2.9 | .20 | .24 | | |

 | | | | | | | | | | |
Keweenaw County Area, Michigan 531

Table 16.--Physical Properties of the Soils--Continued

_________________________________________________________________________________________________________

 | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | | | |bility|bility

 | | | density | (Ksat) |capacity | bility | K | Kf | T |group |index _________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | | | | |

 | | | | | | | | | | |

187A: | | | | | | | | | | |

 Gay-------------| 0-4 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 2 | 134

 | 4-7 | 2-10|1.10-1.50| 0.60-2.00 |0.07-0.18| 0.0-2.9 | .24 | .24 | | |

 | 7-11 | 2-10|1.10-1.60| 0.60-2.00 |0.07-0.15| 0.0-2.9 | .24 | .24 | | |

 | 11-16 | 6-35|1.50-1.85| 0.60-2.00 |0.10-0.18| 0.0-2.9 | .20 | .24 | | |

 | 16-30 | 6-12|1.70-1.80| 0.60-2.00 |0.09-0.13| 0.0-2.9 | .20 | .24 | | |

 | 30-60 | 6-12|1.70-1.80| 0.60-2.00 |0.09-0.13| 0.0-2.9 | .20 | .24 | | |

 | | | | | | | | | | |

192B: | | | | | | | | | | |

 Nipissing-------| 0-1 | --- |0.05-0.15| 6.00-20.00|0.55-0.65| --- | --- | --- | 4 | 8 | 0

 | 1-3 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | | |

 | 3-4 | 5-18|1.30-1.60| 6.00-20.00|0.04-0.06| 0.0-2.9 | .24 | .05 | | |

 | 4-20 | 5-18|1.35-1.70| 6.00-20.00|0.04-0.06| 0.0-2.9 | .24 | .05 | | |

 | 20-29 | 4-18|1.35-1.70| 6.00-20.00|0.04-0.06| 0.0-2.9 | .24 | .05 | | |

 | 29-35 | 5-18|1.35-1.70| 6.00-20.00|0.04-0.06| 0.0-2.9 | .24 | .02 | | |

 | 35-39 | 0-10|1.35-1.70| >20.00 |0.01-0.01| 0.0-2.9 | .02 | .02 | | |

 | >39 | --- | --- | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | |

 Arcadian--------| 0-3 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 2 | 8 | 0

 | 3-5 | 4-15|1.30-1.60| 0.60-2.00 |0.06-0.11| 0.0-2.9 | .17 | .24 | | |

 | 5-12 | 4-18|1.35-1.70| 0.60-2.00 |0.06-0.11| 0.0-2.9 | .17 | .24 | | |

 | 12-22 | --- | --- | --- | --- | --- | --- | --- | | |

 | | | | | | | | | | |

 Rock outcrop. | | | | | | | | | | |

 | | | | | | | | | | |

194B: | | | | | | | | | | |

 Copper Harbor---| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 3 | 86

 | 1-5 | 0-10|1.25-1.65|20.00-28.98|0.07-0.11| 0.0-3.0 | .02 | .10 | | |

 | 5-14 | 0-15|1.35-1.70|20.00-30.96|0.07-0.11| 0.0-3.0 | .02 | .10 | | |

 | 14-30 | 0-10|1.35-1.70|20.00-30.76|0.07-0.11| 0.0-3.0 | .02 | .10 | | |

 | 30-40 | 0-15|1.30-1.75|20.00-28.98|0.05-0.09| 0.0-3.0 | .02 | .10 | | |

 | 40-60 | 0-15|1.30-1.70|20.00-28.17|0.02-0.05| 0.0-3.0 | .02 | .10 | | |

 | 60-80 | 5-15|1.30-1.65|20.00-28.98|0.03-0.07| 0.0-3.0 | .02 | .10 | | |

 | | | | | | | | | | |

195B: | | | | | | | | | | |

 Copper Harbor---| 0-1 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 3 | 86

 | 1-5 | 0-10|1.25-1.65|20.00-28.98|0.07-0.11| 0.0-3.0 | .02 | .10 | | |

 | 5-14 | 0-15|1.35-1.70|20.00-30.96|0.07-0.11| 0.0-3.0 | .02 | .10 | | |

 | 14-30 | 0-10|1.35-1.70|20.00-30.76|0.07-0.11| 0.0-3.0 | .02 | .10 | | |

 | 30-40 | 0-15|1.30-1.75|20.00-28.98|0.05-0.09| 0.0-3.0 | .02 | .10 | | |

 | 40-60 | 0-15|1.30-1.70|20.00-28.17|0.02-0.05| 0.0-3.0 | .02 | .10 | | |

 | 60-80 | 5-15|1.30-1.65|20.00-28.98|0.03-0.07| 0.0-3.0 | .02 | .10 | | |

 | | | | | | | | | | |

 Bete Grise------| 0-2 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 3 | 86

 | 2-5 | 0-15|1.25-1.65|20.00-28.17|0.05-0.12| 0.0-3.0 | .05 | .15 | | |

 | 5-17 | 3-18|1.40-1.65|20.00-27.57|0.02-0.08| 0.0-3.0 | .05 | .17 | | |

 | 17-32 | 0-10|1.40-1.65|20.00-29.06|0.02-0.08| 0.0-3.0 | .05 | .15 | | |

 | 32-36 | 3-18|1.40-1.65|20.00-30.56|0.01-0.03| 0.0-3.0 | .05 | .17 | | |

 | 36-59 | 0-15|1.50-1.75|20.00-28.98|0.02-0.06| 0.0-3.0 | .02 | .15 | | |

 | 59-80 | 0-10|1.50-1.75|20.00-28.98|0.02-0.06| 0.0-3.0 | .02 | .15 | | |

 | | | | | | | | | | |

196B: | | | | | | | | | | |

 Bete Grise------| 0-2 | --- |0.20-0.30| 0.20-6.00 |0.35-0.45| --- | --- | --- | 5 | 3 | 86

 | 2-5 | 0-15|1.25-1.65|20.00-28.17|0.05-0.12| 0.0-3.0 | .05 | .15 | | |

 | 5-17 | 3-18|1.40-1.65|20.00-27.57|0.02-0.08| 0.0-3.0 | .05 | .17 | | |

 | 17-32 | 0-10|1.40-1.65|20.00-29.06|0.02-0.08| 0.0-3.0 | .05 | .15 | | |

 | 32-36 | 3-18|1.40-1.65|20.00-30.56|0.01-0.03| 0.0-3.0 | .05 | .17 | | |

 | 36-59 | 0-15|1.50-1.75|20.00-28.98|0.02-0.06| 0.0-3.0 | .02 | .15 | | |

 | 59-80 | 0-10|1.50-1.75|20.00-28.98|0.02-0.06| 0.0-3.0 | .02 | .15 | | |

 | | | | | | | | | | |

 Tawas-----------| 0-6 | --- |0.30-0.55| 0.20-6.00 |0.35-0.45| --- | --- | --- | 4 | 2 | 134

 | 6-25 | --- |0.30-0.55| 0.20-6.00 |0.24-0.45| --- | --- | --- | | |

 | 25-80 | 0-5 |1.40-1.65| 6.00-20.00|0.03-0.10| 0.0-2.9 | .15 | .15 | | |

 | | | | | | | | | | |
532 Soil Survey of

Table 16.--Physical Properties of the Soils--Continued

_________________________________________________________________________________________________________

 | | | | | | |Erosion factors|Wind |Wind

 Map symbol | Depth | Clay | Moist | Permea- |Available| Linear |_______________|erodi-|erodi-

 and soil name | | | bulk | bility | water |extensi- | | | |bility|bility

 | | | density | (Ksat) |capacity | bility | K | Kf | T |group |index _________________________________________________________________________________________________________

 | In | Pct | g/cc | In/hr | In/in | Pct | | | | |

 | | | | | | | | | | |

301: | | | | | | | | | | |

 Udorthents------| 0-79 | 10-25|1.50-1.70| 0.20-6.00 |0.11-0.18| 0.0-2.9 | .24 | --- | 5 | 3 | 86

 | | | | | | | | | | |

 Udipsamments----| 0-79 | 0-10|1.35-1.65| 6.00-20.00|0.05-0.09| 0.0-2.9 | .15 | .15 | 5 | 1 | 250

 | | | | | | | | | | |

302: | | | | | | | | | | |

 Histosols-------| 0-51 | 0-0 | --- | 0.20-6.00 |0.50-0.70| --- | --- | --- | 5 | 2 | 134

 | 51-80 | --- | --- | 0.01-0.02 | --- | --- | --- | --- | | |

 | | | | | | | | | | |

 Aquents---------| 0-79 | 0-30| --- | 0.06-0.60 |0.10-0.25| --- | .32 | .32 | - | 8 | 0

 | | | | | | | | | | |

303: | | | | | | | | | | |

 Aquents---------| 0-79 | 0-30| --- | 0.06-0.60 |0.10-0.25| --- | .32 | .32 | - | 8 | 0

 | | | | | | | | | | |

 Dumps, stamp | | | | | | | | | | |

 sand-----------| 0-80 | 0-5 |1.35-1.65| 6.00-20.00|0.05-0.09| 0.0-2.9 | .15 | .15 | 5 | 1 | 220

 | | | | | | | | | | |

310. | | | | | | | | | | |

 Dumps, mine | | | | | | | | | | |

 | | | | | | | | | | |

311: | | | | | | | | | | |

 Dumps, stamp | | | | | | | | | | |

 sand-----------| 0-80 | 0-5 |1.35-1.65| 6.00-20.00|0.05-0.09| 0.0-2.9 | .15 | .15 | 5 | 1 | 220

 | | | | | | | | | | |

312. | | | | | | | | | | |

 Pits | | | | | | | | | | |

 | | | | | | | | | | |

313. | | | | | | | | | | |

 Dumps, sawdust | | | | | | | | | | |

 | | | | | | | | | | |

W. | | | | | | | | | | |

 Water | | | | | | | | | | |

 | | | | | | | | | | | _________________________________________________________________________________________________________
Keweenaw County Area, Michigan 533

Table 17.--Chemical Properties of the Soils

(Absence of an entry indicates that data were not estimated)

___________________________________________________________________________

 | | | | | |

 Map symbol | Depth | Soil |Organic |Cation- |Effective|Calcium

 and soil name | |reaction | matter |exchange |cation- |carbonate

 | | | |capacity |exchange |

 | | | | |capacity | ___________________________________________________________________________

 | In | pH | Pct |meq/100 g|meq/100 g| Pct

 | | | | | |

2: | | | | | |

 Lupton----------| 0-8 | 5.6-7.8 | 75-90 | 140-180 | --- | 0

 | 8-80 | 5.6-7.8 | 80-95 | 140-180 | --- | 0

 | | | | | |

 Tawas-----------| 0-6 | 4.5-6.5 | 75-90 | 80-120 | --- | 0

 | 6-25 | 4.5-7.3 | 80-95 | 80-120 | --- | 0

 | 25-80 | 5.6-8.4 | 0.0-0.0 | 1.0-3.0 | --- | 0

 | | | | | |

3: | | | | | |

 Dawson----------| 0-6 | 3.0-4.4 | 85-95 | --- | 100-180 | 0

 | 6-38 | 3.0-4.4 | 80-95 | --- | 140-180 | ---

 | 38-80 | 3.5-6.5 | 0.0-0.5 | 1.0-2.0 | --- | 0

 | | | | | |

 Loxley----------| 0-5 | 3.0-4.5 | 85-95 | --- | 50-100 | 0

 | 5-26 | 3.2-4.5 | 80-95 | --- | 50-120 | 0

 | 26-45 | 3.2-4.5 | 80-95 | --- | 50-120 | 0

 | 45-80 | 3.6-4.5 | 65-85 | --- | 120-190 | 0

 | | | | | |

6: | | | | | |

 Skandia---------| 0-5 | 3.5-4.4 | 85-95 | --- | 100-180 | ---

 | 5-33 | 3.5-4.4 | 80-95 | --- | 100-180 | ---

 | 33-41 | --- | --- | --- | --- | ---

 | 41-80 | --- | --- | --- | --- | ---

 | | | | | |

 Burt------------| 0-4 | 4.5-6.5 | 75-90 | --- | --- | ---

 | 4-6 | 4.5-6.5 | 2.0-5.0 | 20-60 | --- | 0

 | 6-12 | 4.5-6.5 | 0.0-0.5 | 0.0-6.0 | --- | 0

 | 12-17 | 4.5-6.5 | 0.0-0.5 | 0.0-6.0 | --- | 0

 | >17 | --- | --- | --- | --- | ---

 | | | | | |

10: | | | | | |

 Cathro----------| 0-16 | 4.5-6.5 | 75-90 | 100-180 | --- | ---

 | 16-34 | 4.5-6.5 | 80-95 | 100-180 | --- | ---

 | 34-80 | 5.6-8.4 | 0.0-0.5 | 2.0-12 | --- | 10-30

 | | | | | |

 Sabattis--------| 0-8 | 4.5-6.0 | 75-90 | --- | 100-140 | ---

 | 8-12 | 4.5-6.0 | 2.0-5.0 | --- | 30-40 | 0

 | 12-17 | 4.5-6.0 | 0.0-0.5 | --- | 30-40 | 0

 | 17-32 | 4.5-6.0 | 0.0-0.5 | --- | 1.0-8.0 | 0

 | 32-37 | 5.1-6.5 | 0.0-0.5 | 1.0-3.0 | --- | 0

 | 37-80 | 5.1-6.5 | 0.0-0.5 | 1.0-3.0 | --- | 0

 | | | | | |

13: | | | | | |

 Tawas-----------| 0-6 | 4.5-6.5 | 75-90 | 80-120 | --- | 0

 | 6-25 | 4.5-7.3 | 80-95 | 80-120 | --- | 0

 | 25-80 | 5.6-8.4 | 0.0-0.0 | 1.0-3.0 | --- | 0

 | | | | | |

 Deford----------| 0-6 | 3.5-6.0 | 75-90 | --- | --- | ---

 | 6-8 | 4.5-6.5 | 2.0-5.0 | 1.0-5.0 | --- | 0

 | 8-80 | 3.5-6.5 | 0.0-0.5 | 1.0-2.0 | --- | 0

 | | | | | |

15B: | | | | | |

 Dawson----------| 0-6 | 3.0-4.4 | 85-95 | --- | 100-180 | 0

 | 6-38 | 3.0-4.4 | 80-95 | --- | 140-180 | ---

 | 38-80 | 3.5-6.5 | 0.0-0.5 | 1.0-2.0 | --- | 0

 | | | | | |
534 Soil Survey of

Table 17.--Chemical Properties of the Soils--Continued

___________________________________________________________________________

 | | | | | |

 Map symbol | Depth | Soil |Organic |Cation- |Effective|Calcium

 and soil name | |reaction | matter |exchange |cation- |carbonate

 | | | |capacity |exchange |

 | | | | |capacity | ___________________________________________________________________________

 | In | pH | Pct |meq/100 g|meq/100 g| Pct

 | | | | | |

15B: | | | | | |

 Croswell--------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-11 | 3.5-5.5 | 0.5-2.0 | --- | 1.0-5.0 | 0

 | 11-21 | 3.5-5.5 | 0.5-3.0 | --- | 1.0-4.0 | 0

 | 21-34 | 3.5-6.5 | 0.0-0.5 | 1.0-2.0 | --- | 0

 | 34-80 | 3.5-6.5 | 0.0-0.5 | 1.0-2.0 | --- | 0

 | | | | | |

20E. | | | | | |

 Rock outcrop | | | | | |

 | | | | | |

21G: | | | | | |

 Rock outcrop. | | | | | |

 | | | | | |

 Arcadian--------| 0-3 | 4.5-6.0 | 50-90 | --- | --- | ---

 | 3-5 | 5.1-6.5 | 0.5-2.0 | 5.0-15 | --- | 0

 | 5-12 | 5.1-6.5 | 2.0-5.0 | 5.0-15 | --- | 0

 | 12-22 | --- | --- | --- | --- | ---

 | | | | | |

39A: | | | | | |

 Betsy Bay-------| 0-1 | 3.5-6.5 | 50-90 | --- | --- | ---

 | 1-18 | 3.6-7.3 | 0.5-2.0 | 5.0-10 | --- | 0

 | 18-26 | 3.6-7.3 | 0.5-1.0 | 5.0-10 | --- | 0

 | 26-43 | 3.6-7.3 | 0.0-0.5 | 5.0-10 | --- | 0

 | >43 | --- | --- | --- | --- | ---

 | | | | | |

 Burt------------| 0-4 | 4.5-6.5 | 75-90 | --- | --- | ---

 | 4-6 | 4.5-6.5 | 2.0-5.0 | 20-60 | --- | 0

 | 6-12 | 4.5-6.5 | 0.0-0.5 | 0.0-6.0 | --- | 0

 | 12-17 | 4.5-6.5 | 0.0-0.5 | 0.0-6.0 | --- | 0

 | >17 | --- | --- | --- | --- | ---

 | | | | | |

 Deford----------| 0-6 | 3.5-6.0 | 75-90 | --- | --- | ---

 | 6-8 | 4.5-6.5 | 2.0-5.0 | 1.0-5.0 | --- | 0

 | 8-80 | 3.5-6.5 | 0.0-0.5 | 1.0-2.0 | --- | 0

 | | | | | |

47A: | | | | | |

 Zeba------------| 0-2 | 4.5-6.0 | 50-90 | --- | --- | ---

 | 2-3 | 4.5-6.0 | 0.5-2.0 | --- | 1.0-10 | 0

 | 3-9 | 4.5-6.0 | 0.5-3.0 | 4.0-13 | --- | 0

 | 9-14 | 4.5-6.5 | 0.0-0.5 | --- | 4.0-10 | 0

 | 14-25 | 4.5-6.5 | 0.0-0.5 | --- | 4.0-10 | 0

 | 25-27 | --- | --- | --- | --- | ---

 | >27 | --- | --- | --- | --- | ---

 | | | | | |

 Jacobsville-----| 0-5 | 4.5-5.5 | 75-90 | --- | --- | ---

 | 5-12 | 4.5-6.0 | 0.5-2.0 | 1.0-5.0 | 3.0-12 | ---

 | 12-20 | 4.5-6.5 | 0.5-1.0 | 1.0-5.0 | 4.0-13 | ---

 | 20-21 | 5.1-6.5 | 0.0-0.5 | 2.0-13 | --- | ---

 | 21-22 | --- | --- | --- | --- | ---

 | >22 | --- | --- | --- | --- | ---

 | | | | | |

51C: | | | | | |

 Arcadian--------| 0-3 | 4.5-6.0 | 50-90 | --- | --- | ---

 | 3-5 | 5.1-6.5 | 0.5-2.0 | 5.0-15 | --- | 0

 | 5-12 | 5.1-6.5 | 2.0-5.0 | 5.0-15 | --- | 0

 | 12-22 | --- | --- | --- | --- | ---

 | | | | | |
Keweenaw County Area, Michigan 535

Table 17.--Chemical Properties of the Soils--Continued

___________________________________________________________________________

 | | | | | |

 Map symbol | Depth | Soil |Organic |Cation- |Effective|Calcium

 and soil name | |reaction | matter |exchange |cation- |carbonate

 | | | |capacity |exchange |

 | | | | |capacity | ___________________________________________________________________________

 | In | pH | Pct |meq/100 g|meq/100 g| Pct

 | | | | | |

51C: | | | | | |

 Nipissing-------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-3 | 4.5-6.0 | 50-90 | --- | --- | ---

 | 3-4 | 5.1-6.5 | 0.5-2.0 | 5.0-15 | --- | 0

 | 4-20 | 5.1-6.5 | 2.0-5.0 | 5.0-15 | --- | 0

 | 20-29 | 5.1-6.5 | 2.0-5.0 | 5.0-15 | --- | 0

 | 29-35 | 5.1-6.5 | 2.0-5.0 | 5.0-15 | --- | 0

 | 35-39 | 5.1-6.5 | 2.0-5.0 | 5.0-15 | --- | 0

 | >39 | --- | --- | --- | --- | ---

 | | | | | |

 Rock outcrop. | | | | | |

 | | | | | |

51E: | | | | | |

 Arcadian--------| 0-3 | 4.5-6.0 | 50-90 | --- | --- | ---

 | 3-5 | 5.1-6.5 | 0.5-2.0 | 5.0-15 | --- | 0

 | 5-12 | 5.1-6.5 | 2.0-5.0 | 5.0-15 | --- | 0

 | 12-22 | --- | --- | --- | --- | ---

 | | | | | |

 Nipissing-------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-3 | 4.5-6.0 | 50-90 | --- | --- | ---

 | 3-4 | 5.1-6.5 | 0.5-2.0 | 5.0-15 | --- | 0

 | 4-20 | 5.1-6.5 | 2.0-5.0 | 5.0-15 | --- | 0

 | 20-29 | 5.1-6.5 | 2.0-5.0 | 5.0-15 | --- | 0

 | 29-35 | 5.1-6.5 | 2.0-5.0 | 5.0-15 | --- | 0

 | 35-39 | 5.1-6.5 | 2.0-5.0 | 5.0-15 | --- | 0

 | >39 | --- | --- | --- | --- | ---

 | | | | | |

 Rock outcrop. | | | | | |

 | | | | | |

52C: | | | | | |

 Arcadian--------| 0-3 | 4.5-6.0 | 50-90 | --- | --- | ---

 | 3-5 | 5.1-6.5 | 0.5-2.0 | 5.0-15 | --- | 0

 | 5-12 | 5.1-6.5 | 2.0-5.0 | 5.0-15 | --- | 0

 | 12-22 | --- | --- | --- | --- | ---

 | | | | | |

 Dishno----------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-3 | 3.5-5.5 | 2.0-5.0 | --- | 2.0-10 | 0

 | 3-4 | 3.5-5.5 | 0.5-2.0 | --- | 2.0-10 | 0

 | 4-8 | 3.5-5.5 | 2.0-5.0 | --- | 2.0-10 | 0

 | 8-26 | 3.5-5.5 | 0.5-3.0 | --- | 2.0-10 | 0

 | 26-31 | 4.5-6.0 | 0.0-0.5 | --- | 1.0-10 | 0

 | 31-42 | 4.5-6.0 | 0.0-0.5 | --- | 1.0-10 | 0

 | >42 | --- | --- | --- | --- | ---

 | | | | | |

 Rock outcrop. | | | | | |

 | | | | | |

52E: | | | | | |

 Arcadian--------| 0-3 | 4.5-6.0 | 50-90 | --- | --- | ---

 | 3-5 | 5.1-6.5 | 0.5-2.0 | 5.0-15 | --- | 0

 | 5-12 | 5.1-6.5 | 2.0-5.0 | 5.0-15 | --- | 0

 | 12-22 | --- | --- | --- | --- | ---

 | | | | | |

 Dishno----------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-3 | 3.5-5.5 | 2.0-5.0 | --- | 2.0-10 | 0

 | 3-4 | 3.5-5.5 | 0.5-2.0 | --- | 2.0-10 | 0

 | 4-8 | 3.5-5.5 | 2.0-5.0 | --- | 2.0-10 | 0

 | 8-26 | 3.5-5.5 | 0.5-3.0 | --- | 2.0-10 | 0

 | 26-31 | 4.5-6.0 | 0.0-0.5 | --- | 1.0-10 | 0

 | 31-42 | 4.5-6.0 | 0.0-0.5 | --- | 1.0-10 | 0

 | >42 | --- | --- | --- | --- | ---

 | | | | | |

 Rock outcrop. | | | | | |

 | | | | | |
536 Soil Survey of

Table 17.--Chemical Properties of the Soils--Continued

___________________________________________________________________________

 | | | | | |

 Map symbol | Depth | Soil |Organic |Cation- |Effective|Calcium

 and soil name | |reaction | matter |exchange |cation- |carbonate

 | | | |capacity |exchange |

 | | | | |capacity | ___________________________________________________________________________

 | In | pH | Pct |meq/100 g|meq/100 g| Pct

 | | | | | |

53E: | | | | | |

 Arcadian--------| 0-3 | 4.5-6.0 | 50-90 | --- | --- | ---

 | 3-5 | 5.1-6.5 | 0.5-2.0 | 5.0-15 | --- | 0

 | 5-12 | 5.1-6.5 | 2.0-5.0 | 5.0-15 | --- | 0

 | 12-22 | --- | --- | --- | --- | ---

 | | | | | |

 Michigamme------| 0-1 | 3.5-5.0 | 50-90 | --- | --- | ---

 | 1-4 | 3.5-6.5 | 0.5-2.0 | --- | 3.0-20 | 0

 | 4-10 | 3.5-6.5 | 2.0-5.0 | --- | 3.0-15 | 0

 | 10-22 | 3.5-6.5 | 0.5-3.0 | --- | 3.0-15 | 0

 | 22-30 | 4.5-6.5 | 0.5-3.0 | 1.0-5.0 | --- | 0

 | >30 | --- | --- | --- | --- | ---

 | | | | | |

 Rock outcrop. | | | | | |

 | | | | | |

53F: | | | | | |

 Arcadian--------| 0-3 | 4.5-6.0 | 50-90 | --- | --- | ---

 | 3-5 | 5.1-6.5 | 0.5-2.0 | 5.0-15 | --- | 0

 | 5-12 | 5.1-6.5 | 2.0-5.0 | 5.0-15 | --- | 0

 | 12-22 | --- | --- | --- | --- | ---

 | | | | | |

 Michigamme------| 0-1 | 3.5-5.0 | 50-90 | --- | --- | ---

 | 1-4 | 3.5-6.5 | 0.5-2.0 | --- | 3.0-20 | 0

 | 4-10 | 3.5-6.5 | 2.0-5.0 | --- | 3.0-15 | 0

 | 10-22 | 3.5-6.5 | 0.5-3.0 | --- | 3.0-15 | 0

 | 22-30 | 4.5-6.5 | 0.5-3.0 | 1.0-5.0 | --- | 0

 | >30 | --- | --- | --- | --- | ---

 | | | | | |

 Rock outcrop. | | | | | |

 | | | | | |

55B: | | | | | |

 Chocolay--------| 0-2 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 2-11 | 3.5-5.5 | 0.5-2.0 | --- | 2.0-10 | 0

 | 11-13 | 3.5-5.5 | 2.0-5.0 | --- | 6.0-18 | 0

 | 13-18 | 4.5-5.5 | 0.5-3.0 | --- | --- | 0

 | 18-21 | 3.6-7.3 | 0.0-0.5 | 5.0-10 | --- | 0

 | >21 | --- | --- | --- | --- | ---

 | | | | | |

100B: | | | | | |

 Waiska----------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-7 | 3.5-6.0 | 0.5-2.0 | --- | 1.0-6.0 | 0

 | 7-23 | 3.5-6.0 | 2.0-5.0 | --- | 4.0-12 | 0

 | 23-35 | 3.5-6.0 | 0.5-3.0 | --- | 1.0-8.0 | 0

 | 35-60 | 5.1-6.0 | 0.0-0.5 | --- | 0.0-3.0 | 0

 | 60-80 | 5.1-6.0 | 0.0-0.5 | --- | 0.0-3.0 | 0

 | | | | | |

100D: | | | | | |

 Waiska----------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-7 | 3.5-6.0 | 0.5-2.0 | --- | 1.0-6.0 | 0

 | 7-23 | 3.5-6.0 | 2.0-5.0 | --- | 4.0-12 | 0

 | 23-35 | 3.5-6.0 | 0.5-3.0 | --- | 1.0-8.0 | 0

 | 35-60 | 5.1-6.0 | 0.0-0.5 | --- | 0.0-3.0 | 0

 | 60-80 | 5.1-6.0 | 0.0-0.5 | --- | 0.0-3.0 | 0

 | | | | | |

102C: | | | | | |

 Waiska----------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-7 | 3.5-6.0 | 0.5-2.0 | --- | 1.0-6.0 | 0

 | 7-23 | 3.5-6.0 | 2.0-5.0 | --- | 4.0-12 | 0

 | 23-35 | 3.5-6.0 | 0.5-3.0 | --- | 1.0-8.0 | 0

 | 35-60 | 5.1-6.0 | 0.0-0.5 | --- | 0.0-3.0 | 0

 | 60-80 | 5.1-6.0 | 0.0-0.5 | --- | 0.0-3.0 | 0

 | | | | | |
Keweenaw County Area, Michigan 537

Table 17.--Chemical Properties of the Soils--Continued

___________________________________________________________________________

 | | | | | |

 Map symbol | Depth | Soil |Organic |Cation- |Effective|Calcium

 and soil name | |reaction | matter |exchange |cation- |carbonate

 | | | |capacity |exchange |

 | | | | |capacity | ___________________________________________________________________________

 | In | pH | Pct |meq/100 g|meq/100 g| Pct

 | | | | | |

102C: | | | | | |

 Garlic----------| 0-1 | 3.5-5.6 | 50-90 | --- | --- | ---

 | 1-7 | 3.5-5.5 | 0.5-2.0 | --- | 0.1-4.0 | ---

 | 7-13 | 3.5-5.5 | 2.0-5.0 | --- | 0.1-4.0 | ---

 | 13-20 | 3.5-5.5 | 0.5-3.0 | --- | 0.1-4.0 | ---

 | 20-27 | 3.5-5.5 | 0.5-2.0 | --- | 0.1-4.0 | ---

 | 27-46 | 5.1-6.0 | 0.0-0.5 | 0.5-4.0 | --- | ---

 | 46-80 | 5.1-6.0 | 0.0-0.5 | 0.5-4.0 | --- | ---

 | | | | | |

102E: | | | | | |

 Waiska----------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-7 | 3.5-6.0 | 0.5-2.0 | --- | 1.0-6.0 | 0

 | 7-23 | 3.5-6.0 | 2.0-5.0 | --- | 4.0-12 | 0

 | 23-35 | 3.5-6.0 | 0.5-3.0 | --- | 1.0-8.0 | 0

 | 35-60 | 5.1-6.0 | 0.0-0.5 | --- | 0.0-3.0 | 0

 | 60-80 | 5.1-6.0 | 0.0-0.5 | --- | 0.0-3.0 | 0

 | | | | | |

 Garlic----------| 0-1 | 3.5-5.6 | 50-90 | --- | --- | ---

 | 1-7 | 3.5-5.5 | 0.5-2.0 | --- | 0.1-4.0 | ---

 | 7-13 | 3.5-5.5 | 2.0-5.0 | --- | 0.1-4.0 | ---

 | 13-20 | 3.5-5.5 | 0.5-3.0 | --- | 0.1-4.0 | ---

 | 20-27 | 3.5-5.5 | 0.5-2.0 | --- | 0.1-4.0 | ---

 | 27-46 | 5.1-6.0 | 0.0-0.5 | 0.5-4.0 | --- | ---

 | 46-80 | 5.1-6.0 | 0.0-0.5 | 0.5-4.0 | --- | ---

 | | | | | |

102F: | | | | | |

 Waiska----------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-7 | 3.5-6.0 | 0.5-2.0 | --- | 1.0-6.0 | 0

 | 7-23 | 3.5-6.0 | 2.0-5.0 | --- | 4.0-12 | 0

 | 23-35 | 3.5-6.0 | 0.5-3.0 | --- | 1.0-8.0 | 0

 | 35-60 | 5.1-6.0 | 0.0-0.5 | --- | 0.0-3.0 | 0

 | 60-80 | 5.1-6.0 | 0.0-0.5 | --- | 0.0-3.0 | 0

 | | | | | |

 Garlic----------| 0-1 | 3.5-5.6 | 50-90 | --- | --- | ---

 | 1-7 | 3.5-5.5 | 0.5-2.0 | --- | 0.1-4.0 | ---

 | 7-13 | 3.5-5.5 | 2.0-5.0 | --- | 0.1-4.0 | ---

 | 13-20 | 3.5-5.5 | 0.5-3.0 | --- | 0.1-4.0 | ---

 | 20-27 | 3.5-5.5 | 0.5-2.0 | --- | 0.1-4.0 | ---

 | 27-46 | 5.1-6.0 | 0.0-0.5 | 0.5-4.0 | --- | ---

 | 46-80 | 5.1-6.0 | 0.0-0.5 | 0.5-4.0 | --- | ---

 | | | | | |

110B: | | | | | |

 Shelldrake------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-6 | 3.5-6.0 | 1.0-2.5 | --- | 4.0-10 | 0

 | 6-13 | 3.5-6.0 | 0.2-0.5 | --- | 0.0-1.0 | 0

 | 13-23 | 3.5-6.0 | 0.0-0.2 | --- | 0.0-1.0 | 0

 | 23-80 | 3.5-6.0 | 0.0-0.2 | --- | 0.0-1.0 | 0

 | | | | | |

 Croswell--------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-11 | 3.5-5.5 | 0.5-2.0 | --- | 1.0-5.0 | 0

 | 11-21 | 3.5-5.5 | 0.5-3.0 | --- | 1.0-4.0 | 0

 | 21-34 | 3.5-6.5 | 0.0-0.5 | 1.0-2.0 | --- | 0

 | 34-80 | 3.5-6.5 | 0.0-0.5 | 1.0-2.0 | --- | 0

 | | | | | |

111B: | | | | | |

 Deer Park-------| 0-1 | 3.6-5.5 | 50-90 | --- | --- | ---

 | 1-8 | 3.6-6.0 | 0.5-2.0 | 1.0-3.0 | --- | 0

 | 8-17 | 5.1-6.5 | 0.5-3.0 | 1.0-3.0 | --- | 0

 | 17-24 | 5.1-6.5 | 0.5-2.0 | 1.0-3.0 | --- | 0

 | 24-35 | 5.1-6.5 | 0.0-0.5 | 0.0-2.0 | --- | 0

 | 35-80 | 5.1-6.5 | 0.0-0.5 | 0.0-2.0 | --- | 0

 | | | | | |
538 Soil Survey of

Table 17.--Chemical Properties of the Soils--Continued

___________________________________________________________________________

 | | | | | |

 Map symbol | Depth | Soil |Organic |Cation- |Effective|Calcium

 and soil name | |reaction | matter |exchange |cation- |carbonate

 | | | |capacity |exchange |

 | | | | |capacity | ___________________________________________________________________________

 | In | pH | Pct |meq/100 g|meq/100 g| Pct

 | | | | | |

111D: | | | | | |

 Deer Park-------| 0-1 | 3.6-5.5 | 50-90 | --- | --- | ---

 | 1-8 | 3.6-6.0 | 0.5-2.0 | 1.0-3.0 | --- | 0

 | 8-17 | 5.1-6.5 | 0.5-3.0 | 1.0-3.0 | --- | 0

 | 17-24 | 5.1-6.5 | 0.5-2.0 | 1.0-3.0 | --- | 0

 | 24-35 | 5.1-6.5 | 0.0-0.5 | 0.0-2.0 | --- | 0

 | 35-80 | 5.1-6.5 | 0.0-0.5 | 0.0-2.0 | --- | 0

 | | | | | |

111E: | | | | | |

 Deer Park-------| 0-1 | 3.6-5.5 | 50-90 | --- | --- | ---

 | 1-8 | 3.6-6.0 | 0.5-2.0 | 1.0-3.0 | --- | 0

 | 8-17 | 5.1-6.5 | 0.5-3.0 | 1.0-3.0 | --- | 0

 | 17-24 | 5.1-6.5 | 0.5-2.0 | 1.0-3.0 | --- | 0

 | 24-35 | 5.1-6.5 | 0.0-0.5 | 0.0-2.0 | --- | 0

 | 35-80 | 5.1-6.5 | 0.0-0.5 | 0.0-2.0 | --- | 0

 | | | | | |

111F: | | | | | |

 Deer Park-------| 0-1 | 3.6-5.5 | 50-90 | --- | --- | ---

 | 1-8 | 3.6-6.0 | 0.5-2.0 | 1.0-3.0 | --- | 0

 | 8-17 | 5.1-6.5 | 0.5-3.0 | 1.0-3.0 | --- | 0

 | 17-24 | 5.1-6.5 | 0.5-2.0 | 1.0-3.0 | --- | 0

 | 24-35 | 5.1-6.5 | 0.0-0.5 | 0.0-2.0 | --- | 0

 | 35-80 | 5.1-6.5 | 0.0-0.5 | 0.0-2.0 | --- | 0

 | | | | | |

112C: | | | | | |

 Deer Park-------| 0-1 | 3.6-5.5 | 50-90 | --- | --- | ---

 | 1-8 | 3.6-6.0 | 0.5-2.0 | 1.0-3.0 | --- | 0

 | 8-17 | 5.1-6.5 | 0.5-3.0 | 1.0-3.0 | --- | 0

 | 17-24 | 5.1-6.5 | 0.5-2.0 | 1.0-3.0 | --- | 0

 | 24-35 | 5.1-6.5 | 0.0-0.5 | 0.0-2.0 | --- | 0

 | 35-80 | 5.1-6.5 | 0.0-0.5 | 0.0-2.0 | --- | 0

 | | | | | |

 Croswell--------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-11 | 3.5-5.5 | 0.5-2.0 | --- | 1.0-5.0 | 0

 | 11-21 | 3.5-5.5 | 0.5-3.0 | --- | 1.0-4.0 | 0

 | 21-34 | 3.5-6.5 | 0.0-0.5 | 1.0-2.0 | --- | 0

 | 34-80 | 3.5-6.5 | 0.0-0.5 | 1.0-2.0 | --- | 0

 | | | | | |

113C: | | | | | |

 Rubicon---------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-7 | 4.5-6.0 | 0.5-2.0 | --- | 0.2-5.0 | 0

 | 7-34 | 4.5-6.0 | 0.5-3.0 | 1.0-9.0 | --- | 0

 | 34-44 | 4.5-6.5 | 0.0-0.5 | 0.2-4.0 | --- | 0

 | 44-80 | 4.5-6.5 | 0.0-0.5 | 0.2-4.0 | --- | 0

 | | | | | |

 Croswell--------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-11 | 3.5-5.5 | 0.5-2.0 | --- | 1.0-5.0 | 0

 | 11-21 | 3.5-5.5 | 0.5-3.0 | --- | 1.0-4.0 | 0

 | 21-34 | 3.5-6.5 | 0.0-0.5 | 1.0-2.0 | --- | 0

 | 34-80 | 3.5-6.5 | 0.0-0.5 | 1.0-2.0 | --- | 0

 | | | | | |

120B: | | | | | |

 Garlic----------| 0-1 | 3.5-5.6 | 50-90 | --- | --- | ---

 | 1-7 | 3.5-5.5 | 0.5-2.0 | --- | 0.1-4.0 | ---

 | 7-13 | 3.5-5.5 | 2.0-5.0 | --- | 0.1-4.0 | ---

 | 13-20 | 3.5-5.5 | 0.5-3.0 | --- | 0.1-4.0 | ---

 | 20-27 | 3.5-5.5 | 0.5-2.0 | --- | 0.1-4.0 | ---

 | 27-46 | 5.1-6.0 | 0.0-0.5 | 0.5-4.0 | --- | ---

 | 46-80 | 5.1-6.0 | 0.0-0.5 | 0.5-4.0 | --- | ---

 | | | | | |
Keweenaw County Area, Michigan 539

Table 17.--Chemical Properties of the Soils--Continued

___________________________________________________________________________

 | | | | | |

 Map symbol | Depth | Soil |Organic |Cation- |Effective|Calcium

 and soil name | |reaction | matter |exchange |cation- |carbonate

 | | | |capacity |exchange |

 | | | | |capacity | ___________________________________________________________________________

 | In | pH | Pct |meq/100 g|meq/100 g| Pct

 | | | | | |

120D: | | | | | |

 Garlic----------| 0-1 | 3.5-5.6 | 50-90 | --- | --- | ---

 | 1-7 | 3.5-5.5 | 0.5-2.0 | --- | 0.1-4.0 | ---

 | 7-13 | 3.5-5.5 | 2.0-5.0 | --- | 0.1-4.0 | ---

 | 13-20 | 3.5-5.5 | 0.5-3.0 | --- | 0.1-4.0 | ---

 | 20-27 | 3.5-5.5 | 0.5-2.0 | --- | 0.1-4.0 | ---

 | 27-46 | 5.1-6.0 | 0.0-0.5 | 0.5-4.0 | --- | ---

 | 46-80 | 5.1-6.0 | 0.0-0.5 | 0.5-4.0 | --- | ---

 | | | | | |

120E: | | | | | |

 Garlic----------| 0-1 | 3.5-5.6 | 50-90 | --- | --- | ---

 | 1-7 | 3.5-5.5 | 0.5-2.0 | --- | 0.1-4.0 | ---

 | 7-13 | 3.5-5.5 | 2.0-5.0 | --- | 0.1-4.0 | ---

 | 13-20 | 3.5-5.5 | 0.5-3.0 | --- | 0.1-4.0 | ---

 | 20-27 | 3.5-5.5 | 0.5-2.0 | --- | 0.1-4.0 | ---

 | 27-46 | 5.1-6.0 | 0.0-0.5 | 0.5-4.0 | --- | ---

 | 46-80 | 5.1-6.0 | 0.0-0.5 | 0.5-4.0 | --- | ---

125A: | | | | | |

 Croswell--------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-11 | 3.5-5.5 | 0.5-2.0 | --- | 1.0-5.0 | 0

 | 11-21 | 3.5-5.5 | 0.5-3.0 | --- | 1.0-4.0 | 0

 | 21-34 | 3.5-6.5 | 0.0-0.5 | 1.0-2.0 | --- | 0

 | 34-80 | 3.5-6.5 | 0.0-0.5 | 1.0-2.0 | --- | 0

 | | | | | |

 Au Gres---------| 0-4 | 3.5-6.0 | 50-90 | --- | --- | ---

 | 4-13 | 3.6-7.3 | 0.5-2.0 | 5.0-10 | --- | 0

 | 13-19 | 3.6-7.3 | 2.0-5.0 | 5.0-10 | --- | 0

 | 19-28 | 3.6-7.3 | 0.5-3.0 | 5.0-10 | --- | 0

 | 28-34 | 5.1-7.3 | 0.0-0.5 | 1.0-2.0 | --- | 0

 | 34-80 | 5.1-7.3 | 0.0-0.5 | 1.0-2.0 | --- | 0

 | | | | | |

126B: | | | | | |

 Au Gres---------| 0-4 | 3.5-6.0 | 50-90 | --- | --- | ---

 | 4-13 | 3.6-7.3 | 0.5-2.0 | 5.0-10 | --- | 0

 | 13-19 | 3.6-7.3 | 2.0-5.0 | 5.0-10 | --- | 0

 | 19-28 | 3.6-7.3 | 0.5-3.0 | 5.0-10 | --- | 0

 | 28-34 | 5.1-7.3 | 0.0-0.5 | 1.0-2.0 | --- | 0

 | 34-80 | 5.1-7.3 | 0.0-0.5 | 1.0-2.0 | --- | 0

 | | | | | |

 Deford----------| 0-6 | 3.5-6.0 | 75-90 | --- | --- | ---

 | 6-8 | 4.5-6.5 | 2.0-5.0 | 1.0-5.0 | --- | 0

 | 8-80 | 3.5-6.5 | 0.0-0.5 | 1.0-2.0 | --- | 0

 | | | | | |

 Croswell--------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-11 | 3.5-5.5 | 0.5-2.0 | --- | 1.0-5.0 | 0

 | 11-21 | 3.5-5.5 | 0.5-3.0 | --- | 1.0-4.0 | 0

 | 21-34 | 3.5-6.5 | 0.0-0.5 | 1.0-2.0 | --- | 0

 | 34-80 | 3.5-6.5 | 0.0-0.5 | 1.0-2.0 | --- | 0

 | | | | | |

127A: | | | | | |

 Au Gres---------| 0-4 | 3.5-6.0 | 50-90 | --- | --- | ---

 | 4-13 | 3.6-7.3 | 0.5-2.0 | 5.0-10 | --- | 0

 | 13-19 | 3.6-7.3 | 2.0-5.0 | 5.0-10 | --- | 0

 | 19-28 | 3.6-7.3 | 0.5-3.0 | 5.0-10 | --- | 0

 | 28-34 | 5.1-7.3 | 0.0-0.5 | 1.0-2.0 | --- | 0

 | 34-80 | 5.1-7.3 | 0.0-0.5 | 1.0-2.0 | --- | 0

 | | | | | |

 Kinross---------| 0-2 | 3.6-5.0 | 85-95 | --- | 100-160 | ---

 | 2-6 | 3.6-5.0 | 80-95 | --- | 100-180 | ---

 | 6-16 | 3.6-5.0 | 0.5-2.0 | --- | 1.0-10 | 0

 | 16-32 | 3.6-6.0 | 2.0-5.0 | --- | 1.0-10 | 0

 | 32-80 | 4.5-6.5 | 0.0-0.5 | --- | 1.0-2.0 | 0

 | | | | | |
540 Soil Survey of

Table 17.--Chemical Properties of the Soils--Continued

___________________________________________________________________________

 | | | | | |

 Map symbol | Depth | Soil |Organic |Cation- |Effective|Calcium

 and soil name | |reaction | matter |exchange |cation- |carbonate

 | | | |capacity |exchange |

 | | | | |capacity | ___________________________________________________________________________

 | In | pH | Pct |meq/100 g|meq/100 g| Pct

 | | | | | |

130C: | | | | | |

 Garlic----------| 0-1 | 3.5-5.6 | 50-90 | --- | --- | ---

 | 1-7 | 3.5-5.5 | 0.5-2.0 | --- | 0.1-4.0 | ---

 | 7-13 | 3.5-5.5 | 2.0-5.0 | --- | 0.1-4.0 | ---

 | 13-20 | 3.5-5.5 | 0.5-3.0 | --- | 0.1-4.0 | ---

 | 20-27 | 3.5-5.5 | 0.5-2.0 | --- | 0.1-4.0 | ---

 | 27-46 | 5.1-6.0 | 0.0-0.5 | 0.5-4.0 | --- | ---

 | 46-80 | 5.1-6.0 | 0.0-0.5 | 0.5-4.0 | --- | ---

 | | | | | |

 Alcona----------| 0-1 | 3.5-5.6 | 50-90 | --- | --- | ---

 | 1-4 | 4.5-6.0 | 0.5-2.0 | 1.0-6.0 | 0.1-4.0 | 0

 | 4-7 | 4.5-6.0 | 2.0-5.0 | 1.0-6.0 | 0.1-4.0 | 0

 | 7-29 | 5.1-6.5 | 0.5-3.0 | 1.0-8.0 | 0.1-4.0 | 0

 | 29-40 | 5.1-6.5 | 0.0-0.5 | 2.0-8.0 | --- | 0

 | 40-46 | 5.1-7.3 | 0.0-0.5 | 1.0-8.0 | --- | 0

 | 46-69 | 4.5-6.5 | 0.0-0.5 | --- | 4.0-10 | 0

 | 69-80 | 5.1-7.3 | 0.0-0.5 | 1.0-8.0 | --- | 0

 | | | | | |

130E: | | | | | |

 Garlic----------| 0-1 | 3.5-5.6 | 50-90 | --- | --- | ---

 | 1-7 | 3.5-5.5 | 0.5-2.0 | --- | 0.1-4.0 | ---

 | 7-13 | 3.5-5.5 | 2.0-5.0 | --- | 0.1-4.0 | ---

 | 13-20 | 3.5-5.5 | 0.5-3.0 | --- | 0.1-4.0 | ---

 | 20-27 | 3.5-5.5 | 0.5-2.0 | --- | 0.1-4.0 | ---

 | 27-46 | 5.1-6.0 | 0.0-0.5 | 0.5-4.0 | --- | ---

 | 46-80 | 5.1-6.0 | 0.0-0.5 | 0.5-4.0 | --- | ---

 | | | | | |

 Alcona----------| 0-1 | 3.5-5.6 | 50-90 | --- | --- | ---

 | 1-4 | 4.5-6.0 | 0.5-2.0 | 1.0-6.0 | 0.1-4.0 | 0

 | 4-7 | 4.5-6.0 | 2.0-5.0 | 1.0-6.0 | 0.1-4.0 | 0

 | 7-29 | 5.1-6.5 | 0.5-3.0 | 1.0-8.0 | 0.1-4.0 | 0

 | 29-40 | 5.1-6.5 | 0.0-0.5 | 2.0-8.0 | --- | 0

 | 40-46 | 5.1-7.3 | 0.0-0.5 | 1.0-8.0 | --- | 0

 | 46-69 | 4.5-6.5 | 0.0-0.5 | --- | 4.0-10 | 0

 | 69-80 | 5.1-7.3 | 0.0-0.5 | 1.0-8.0 | --- | 0

 | | | | | |

133C: | | | | | |

 Keweenaw--------| 0-1 | 3.5-5.6 | 50-90 | --- | --- | ---

 | 1-11 | 4.5-6.5 | 0.5-2.0 | 2.0-10 | --- | 0

 | 11-17 | 4.5-6.5 | 2.0-5.0 | 2.0-10 | --- | 0

 | 17-39 | 4.5-6.5 | 0.5-3.0 | 2.0-10 | --- | 0

 | 39-61 | 4.5-6.5 | 0.0-0.5 | 2.0-10 | --- | 0

 | 61-80 | 5.1-6.5 | 0.0-0.5 | 1.0-10 | --- | 0

 | | | | | |

 Garlic----------| 0-1 | 3.5-5.6 | 50-90 | --- | --- | ---

 | 1-7 | 3.5-5.5 | 0.5-2.0 | --- | 0.1-4.0 | ---

 | 7-13 | 3.5-5.5 | 2.0-5.0 | --- | 0.1-4.0 | ---

 | 13-20 | 3.5-5.5 | 0.5-3.0 | --- | 0.1-4.0 | ---

 | 20-27 | 3.5-5.5 | 0.5-2.0 | --- | 0.1-4.0 | ---

 | 27-46 | 5.1-6.0 | 0.0-0.5 | 0.5-4.0 | --- | ---

 | 46-80 | 5.1-6.0 | 0.0-0.5 | 0.5-4.0 | --- | ---

 | | | | | |

133E: | | | | | |

 Keweenaw--------| 0-1 | 3.5-5.6 | 50-90 | --- | --- | ---

 | 1-11 | 4.5-6.5 | 0.5-2.0 | 2.0-10 | --- | 0

 | 11-17 | 4.5-6.5 | 2.0-5.0 | 2.0-10 | --- | 0

 | 17-39 | 4.5-6.5 | 0.5-3.0 | 2.0-10 | --- | 0

 | 39-61 | 4.5-6.5 | 0.0-0.5 | 2.0-10 | --- | 0

 | 61-80 | 5.1-6.5 | 0.0-0.5 | 1.0-10 | --- | 0

 | | | | | |
Keweenaw County Area, Michigan 541

Table 17.--Chemical Properties of the Soils--Continued

___________________________________________________________________________

 | | | | | |

 Map symbol | Depth | Soil |Organic |Cation- |Effective|Calcium

 and soil name | |reaction | matter |exchange |cation- |carbonate

 | | | |capacity |exchange |

 | | | | |capacity | ___________________________________________________________________________

 | In | pH | Pct |meq/100 g|meq/100 g| Pct

 | | | | | |

133E: | | | | | |

 Garlic----------| 0-1 | 3.5-5.6 | 50-90 | --- | --- | ---

 | 1-7 | 3.5-5.5 | 0.5-2.0 | --- | 0.1-4.0 | ---

 | 7-13 | 3.5-5.5 | 2.0-5.0 | --- | 0.1-4.0 | ---

 | 13-20 | 3.5-5.5 | 0.5-3.0 | --- | 0.1-4.0 | ---

 | 20-27 | 3.5-5.5 | 0.5-2.0 | --- | 0.1-4.0 | ---

 | 27-46 | 5.1-6.0 | 0.0-0.5 | 0.5-4.0 | --- | ---

 | 46-80 | 5.1-6.0 | 0.0-0.5 | 0.5-4.0 | --- | ---

 | | | | | |

133F: | | | | | |

 Keweenaw--------| 0-1 | 3.5-5.6 | 50-90 | --- | --- | ---

 | 1-11 | 4.5-6.5 | 0.5-2.0 | 2.0-10 | --- | 0

 | 11-17 | 4.5-6.5 | 2.0-5.0 | 2.0-10 | --- | 0

 | 17-39 | 4.5-6.5 | 0.5-3.0 | 2.0-10 | --- | 0

 | 39-61 | 4.5-6.5 | 0.0-0.5 | 2.0-10 | --- | 0

 | 61-80 | 5.1-6.5 | 0.0-0.5 | 1.0-10 | --- | 0

 | | | | | |

 Garlic----------| 0-1 | 3.5-5.6 | 50-90 | --- | --- | ---

 | 1-7 | 3.5-5.5 | 0.5-2.0 | --- | 0.1-4.0 | ---

 | 7-13 | 3.5-5.5 | 2.0-5.0 | --- | 0.1-4.0 | ---

 | 13-20 | 3.5-5.5 | 0.5-3.0 | --- | 0.1-4.0 | ---

 | 20-27 | 3.5-5.5 | 0.5-2.0 | --- | 0.1-4.0 | ---

 | 27-46 | 5.1-6.0 | 0.0-0.5 | 0.5-4.0 | --- | ---

 | 46-80 | 5.1-6.0 | 0.0-0.5 | 0.5-4.0 | --- | ---

 | | | | | |

136B: | | | | | |

 Borgstrom-------| 0-1 | 3.5-5.0 | 50-90 | --- | --- | ---

 | 1-8 | 3.5-5.0 | 0.5-2.0 | 3.0-14 | 0.4-3.0 | ---

 | 8-11 | 4.5-6.0 | 2.0-5.0 | 1.0-5.0 | 0.4-2.5 | ---

 | 11-18 | 4.5-6.0 | 0.5-3.0 | 1.0-5.0 | 0.4-2.5 | ---

 | 18-21 | 5.1-6.5 | 0.5-3.0 | 1.0-5.0 | --- | ---

 | 21-24 | 5.1-6.5 | 0.0-0.5 | 1.0-5.0 | --- | ---

 | 24-80 | 5.6-7.8 | 0.0-0.5 | 6.0-22 | --- | ---

 | | | | | |

 Ingalls---------| 0-4 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 4-5 | 4.5-6.5 | 2.0-5.0 | --- | 4.0-20 | ---

 | 5-14 | 4.5-6.5 | 0.5-2.0 | --- | 1.0-4.0 | ---

 | 14-16 | 4.5-6.5 | 2.0-5.0 | --- | 4.0-16 | ---

 | 16-35 | 4.5-6.5 | 0.5-2.0 | --- | 1.0-8.0 | ---

 | 35-80 | 5.6-6.5 | 0.0-0.5 | 1.0-9.0 | --- | ---

 | | | | | |

142C: | | | | | |

 Wallace---------| 0-4 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 4-5 | 3.5-5.5 | 2.0-5.0 | --- | 2.0-4.0 | ---

 | 5-22 | 3.5-5.5 | 0.5-2.0 | --- | 2.0-4.0 | ---

 | 22-31 | 4.5-5.5 | 2.0-5.0 | --- | 1.0-4.0 | ---

 | 31-37 | 4.5-5.5 | 1.0-4.0 | --- | 1.0-4.0 | ---

 | 37-62 | 4.0-5.5 | 0.5-3.0 | --- | 1.0-4.0 | ---

 | 62-74 | 4.5-6.0 | 0.0-0.5 | 1.0-4.0 | --- | ---

 | 74-80 | 4.5-6.5 | 0.0-0.5 | 1.0-4.0 | --- | ---

 | | | | | |

 Rubicon---------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-7 | 4.5-6.0 | 0.5-2.0 | --- | 0.2-5.0 | 0

 | 7-34 | 4.5-6.0 | 0.5-3.0 | 1.0-9.0 | --- | 0

 | 34-44 | 4.5-6.5 | 0.0-0.5 | 0.2-4.0 | --- | 0

 | 44-80 | 4.5-6.5 | 0.0-0.5 | 0.2-4.0 | --- | 0

 | | | | | |
542 Soil Survey of

Table 17.--Chemical Properties of the Soils--Continued

___________________________________________________________________________

 | | | | | |

 Map symbol | Depth | Soil |Organic |Cation- |Effective|Calcium

 and soil name | |reaction | matter |exchange |cation- |carbonate

 | | | |capacity |exchange |

 | | | | |capacity | ___________________________________________________________________________

 | In | pH | Pct |meq/100 g|meq/100 g| Pct

 | | | | | |

142F: | | | | | |

 Wallace---------| 0-4 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 4-5 | 3.5-5.5 | 2.0-5.0 | --- | 2.0-4.0 | ---

 | 5-22 | 3.5-5.5 | 0.5-2.0 | --- | 2.0-4.0 | ---

 | 22-31 | 4.5-5.5 | 2.0-5.0 | --- | 1.0-4.0 | ---

 | 31-37 | 4.5-5.5 | 1.0-4.0 | --- | 1.0-4.0 | ---

 | 37-62 | 4.0-5.5 | 0.5-3.0 | --- | 1.0-4.0 | ---

 | 62-74 | 4.5-6.0 | 0.0-0.5 | 1.0-4.0 | --- | ---

 | 74-80 | 4.5-6.5 | 0.0-0.5 | 1.0-4.0 | --- | ---

 | | | | | |

 Rubicon---------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-7 | 4.5-6.0 | 0.5-2.0 | --- | 0.2-5.0 | 0

 | 7-34 | 4.5-6.0 | 0.5-3.0 | 1.0-9.0 | --- | 0

 | 34-44 | 4.5-6.5 | 0.0-0.5 | 0.2-4.0 | --- | 0

 | 44-80 | 4.5-6.5 | 0.0-0.5 | 0.2-4.0 | --- | 0

 | | | | | |

155C: | | | | | |

 Montreal--------| 0-2 | 3.5-6.0 | 50-90 | --- | --- | ---

 | 2-6 | 3.5-6.0 | 0.5-2.0 | --- | 4.0-20 | 0

 | 6-11 | 3.5-6.0 | 2.0-5.0 | --- | 1.0-12 | 0

 | 11-20 | 3.5-6.0 | 0.5-3.0 | --- | 1.0-12 | 0

 | 20-33 | 3.5-6.0 | 0.0-0.5 | --- | 1.0-5.0 | 0

 | 33-51 | 3.5-6.0 | 0.0-0.5 | --- | 1.0-5.0 | 0

 | 51-80 | 4.5-6.5 | 0.0-0.5 | 0.0-3.0 | --- | 0

 | | | | | |

 Paavola---------| 0-2 | 4.5-6.0 | 50-90 | --- | --- | ---

 | 2-6 | 4.5-6.0 | 2.0-5.0 | --- | 4.0-16 | 0

 | 6-12 | 4.5-6.0 | 2.0-5.0 | --- | 4.0-12 | 0

 | 12-27 | 4.5-6.0 | 0.5-3.0 | 1.0-6.0 | --- | 0

 | 27-35 | 4.5-6.0 | 0.0-0.5 | --- | 4.0-12 | 0

 | 35-46 | 4.5-6.0 | 0.0-0.5 | --- | 4.0-12 | 0

 | 46-80 | 5.1-6.5 | 0.0-0.5 | 3.0-8.0 | --- | 0

 | | | | | |

 Waiska----------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-7 | 3.5-6.0 | 0.5-2.0 | --- | 1.0-6.0 | 0

 | 7-23 | 3.5-6.0 | 2.0-5.0 | --- | 4.0-12 | 0

 | 23-35 | 3.5-6.0 | 0.5-3.0 | --- | 1.0-8.0 | 0

 | 35-60 | 5.1-6.0 | 0.0-0.5 | --- | 0.0-3.0 | 0

 | 60-80 | 5.1-6.0 | 0.0-0.5 | --- | 0.0-3.0 | 0

 | | | | | |

155E: | | | | | |

 Montreal--------| 0-2 | 3.5-6.0 | 50-90 | --- | --- | ---

 | 2-6 | 3.5-6.0 | 0.5-2.0 | --- | 4.0-20 | 0

 | 6-11 | 3.5-6.0 | 2.0-5.0 | --- | 1.0-12 | 0

 | 11-20 | 3.5-6.0 | 0.5-3.0 | --- | 1.0-12 | 0

 | 20-33 | 3.5-6.0 | 0.0-0.5 | --- | 1.0-5.0 | 0

 | 33-51 | 3.5-6.0 | 0.0-0.5 | --- | 1.0-5.0 | 0

 | 51-80 | 4.5-6.5 | 0.0-0.5 | 0.0-3.0 | --- | 0

 | | | | | |

 Paavola---------| 0-2 | 4.5-6.0 | 50-90 | --- | --- | ---

 | 2-6 | 4.5-6.0 | 2.0-5.0 | --- | 4.0-16 | 0

 | 6-12 | 4.5-6.0 | 2.0-5.0 | --- | 4.0-12 | 0

 | 12-27 | 4.5-6.0 | 0.5-3.0 | 1.0-6.0 | --- | 0

 | 27-35 | 4.5-6.0 | 0.0-0.5 | --- | 4.0-12 | 0

 | 35-46 | 4.5-6.0 | 0.0-0.5 | --- | 4.0-12 | 0

 | 46-80 | 5.1-6.5 | 0.0-0.5 | 3.0-8.0 | --- | 0

 | | | | | |
Keweenaw County Area, Michigan 543

Table 17.--Chemical Properties of the Soils--Continued

___________________________________________________________________________

 | | | | | |

 Map symbol | Depth | Soil |Organic |Cation- |Effective|Calcium

 and soil name | |reaction | matter |exchange |cation- |carbonate

 | | | |capacity |exchange |

 | | | | |capacity | ___________________________________________________________________________

 | In | pH | Pct |meq/100 g|meq/100 g| Pct

 | | | | | |

155E: | | | | | |

 Waiska----------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-7 | 3.5-6.0 | 0.5-2.0 | --- | 1.0-6.0 | 0

 | 7-23 | 3.5-6.0 | 2.0-5.0 | --- | 4.0-12 | 0

 | 23-35 | 3.5-6.0 | 0.5-3.0 | --- | 1.0-8.0 | 0

 | 35-60 | 5.1-6.0 | 0.0-0.5 | --- | 0.0-3.0 | 0

 | 60-80 | 5.1-6.0 | 0.0-0.5 | --- | 0.0-3.0 | 0

 | | | | | |

158A: | | | | | |

 Arnheim---------| 0-4 | 5.1-7.3 | 2.0-4.0 | 5.0-20 | --- | 0

 | 4-9 | 5.1-7.3 | 0.2-1.0 | 2.0-10 | --- | 0

 | 9-22 | 5.1-7.3 | 0.2-1.0 | 2.0-10 | --- | 0

 | 22-35 | 5.1-7.3 | 0.2-1.0 | 2.0-10 | --- | 0

 | 35-50 | 5.1-7.3 | 0.0-0.5 | 2.0-10 | --- | 0

 | 50-60 | 5.1-7.3 | 0.0-0.5 | 2.0-10 | --- | 0

 | | | | | |

 Sturgeon--------| 0-2 | 4.5-6.5 | 50-90 | --- | --- | ---

 | 2-16 | 4.5-6.5 | 0.5-1.0 | 2.0-10 | --- | 0

 | 16-42 | 4.5-6.5 | 0.5-1.0 | 2.0-10 | --- | 0

 | 42-48 | 4.5-6.5 | 0.5-1.0 | 2.0-10 | --- | 0

 | 48-60 | 4.5-6.5 | 0.2-1.0 | 1.0-5.0 | --- | 0

 | | | | | |

 Pelkie----------| 0-6 | 4.5-6.5 | 2.0-5.0 | 4.0-10 | --- | 0

 | 6-22 | 4.5-6.5 | 0.2-1.0 | 1.0-2.0 | --- | 0

 | 22-80 | 4.5-6.5 | 0.2-1.0 | 1.0-2.0 | --- | 0

 | | | | | |

161F: | | | | | |

 Trimountain-----| 0-2 | 3.5-6.0 | 50-90 | --- | --- | ---

 | 2-6 | 3.6-6.0 | 0.5-2.0 | --- | 4.0-20 | 0

 | 6-11 | 3.6-6.0 | 2.0-5.0 | --- | 1.0-12 | 0

 | 11-20 | 3.6-6.0 | 0.5-3.0 | --- | 1.0-12 | 0

 | 20-33 | 3.6-6.0 | 0.0-0.5 | --- | 1.0-5.0 | 0

 | 33-51 | 3.6-6.0 | 0.0-0.5 | --- | 1.0-5.0 | 0

 | 51-80 | 3.6-6.0 | 0.0-0.5 | --- | 1.0-5.0 | 0

 | | | | | |

 Lac La Belle----| 0-1 | 3.5-5.0 | 50-90 | --- | --- | ---

 | 1-5 | 3.5-5.0 | 0.5-2.0 | --- | 4.0-16 | 0

 | 5-12 | 3.5-5.0 | 2.0-5.0 | --- | 4.0-16 | 0

 | 12-36 | 3.5-5.0 | 0.5-3.0 | --- | 4.0-16 | 0

 | 36-42 | 4.5-6.0 | 0.0-0.5 | --- | 4.0-12 | 0

 | 42-50 | 4.5-6.0 | 0.0-0.5 | --- | 4.0-12 | 0

 | 50-62 | 4.5-6.0 | 0.0-0.5 | --- | 4.0-12 | 0

 | 62-80 | 5.1-6.5 | 0.0-0.5 | 3.0-8.0 | --- | 0

 | | | | | |

 Waiska----------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-7 | 3.5-6.0 | 0.5-2.0 | --- | 1.0-6.0 | 0

 | 7-23 | 3.5-6.0 | 2.0-5.0 | --- | 4.0-12 | 0

 | 23-35 | 3.5-6.0 | 0.5-3.0 | --- | 1.0-8.0 | 0

 | 35-60 | 5.1-6.0 | 0.0-0.5 | --- | 0.0-3.0 | 0

 | 60-80 | 5.1-6.0 | 0.0-0.5 | --- | 0.0-3.0 | 0

 | | | | | |

162F: | | | | | |

 Trimountain-----| 0-2 | 3.5-6.0 | 50-90 | --- | --- | ---

 | 2-6 | 3.6-6.0 | 0.5-2.0 | --- | 4.0-20 | 0

 | 6-11 | 3.6-6.0 | 2.0-5.0 | --- | 1.0-12 | 0

 | 11-20 | 3.6-6.0 | 0.5-3.0 | --- | 1.0-12 | 0

 | 20-33 | 3.6-6.0 | 0.0-0.5 | --- | 1.0-5.0 | 0

 | 33-51 | 3.6-6.0 | 0.0-0.5 | --- | 1.0-5.0 | 0

 | 51-80 | 3.6-6.0 | 0.0-0.5 | --- | 1.0-5.0 | 0

 | | | | | |
544 Soil Survey of

Table 17.--Chemical Properties of the Soils--Continued

___________________________________________________________________________

 | | | | | |

 Map symbol | Depth | Soil |Organic |Cation- |Effective|Calcium

 and soil name | |reaction | matter |exchange |cation- |carbonate

 | | | |capacity |exchange |

 | | | | |capacity | ___________________________________________________________________________

 | In | pH | Pct |meq/100 g|meq/100 g| Pct

 | | | | | |

162F: | | | | | |

 Lac La Belle----| 0-1 | 3.5-5.0 | 50-90 | --- | --- | ---

 | 1-5 | 3.5-5.0 | 0.5-2.0 | --- | 4.0-16 | 0

 | 5-12 | 3.5-5.0 | 2.0-5.0 | --- | 4.0-16 | 0

 | 12-36 | 3.5-5.0 | 0.5-3.0 | --- | 4.0-16 | 0

 | 36-42 | 4.5-6.0 | 0.0-0.5 | --- | 4.0-12 | 0

 | 42-50 | 4.5-6.0 | 0.0-0.5 | --- | 4.0-12 | 0

 | 50-62 | 4.5-6.0 | 0.0-0.5 | --- | 4.0-12 | 0

 | 62-80 | 5.1-6.5 | 0.0-0.5 | 3.0-8.0 | --- | 0

 | | | | | |

 Michigamme------| 0-1 | 3.5-5.0 | 50-90 | --- | --- | ---

 | 1-4 | 3.5-6.5 | 0.5-2.0 | --- | 3.0-20 | 0

 | 4-10 | 3.5-6.5 | 2.0-5.0 | --- | 3.0-15 | 0

 | 10-22 | 3.5-6.5 | 0.5-3.0 | --- | 3.0-15 | 0

 | 22-30 | 4.5-6.5 | 0.5-3.0 | 1.0-5.0 | --- | 0

 | >30 | --- | --- | --- | --- | ---

 | | | | | |

166B: | | | | | |

 Gratiot---------| 0-1 | 3.6-6.0 | 50-90 | --- | --- | ---

 | 1-4 | 3.6-6.0 | 2.0-5.0 | 5.0-7.0 | 3.0-5.0 | 0

 | 4-7 | 3.6-6.0 | 2.0-5.0 | 4.0-11 | 3.0-8.0 | 0

 | 7-12 | 3.6-6.0 | 0.5-3.0 | 4.0-11 | 3.0-8.0 | 0

 | 12-20 | 3.6-6.0 | 0.5-3.0 | 4.0-11 | 3.0-8.0 | 0

 | 20-30 | 3.6-6.0 | 0.0-0.5 | 5.0-15 | 4.0-11 | 0

 | 30-80 | 5.1-6.5 | 0.0-0.5 | 3.0-6.0 | 2.0-5.0 | 0

 | | | | | |

 Sabattis--------| 0-8 | 4.5-6.0 | 75-90 | --- | 100-140 | ---

 | 8-12 | 4.5-6.0 | 2.0-5.0 | --- | 30-40 | 0

 | 12-17 | 4.5-6.0 | 0.0-0.5 | --- | 30-40 | 0

 | 17-32 | 4.5-6.0 | 0.0-0.5 | --- | 1.0-8.0 | 0

 | 32-37 | 5.1-6.5 | 0.0-0.5 | 1.0-3.0 | --- | 0

 | 37-80 | 5.1-6.5 | 0.0-0.5 | 1.0-3.0 | --- | 0

 | | | | | |

173C: | | | | | |

 Montreal--------| 0-2 | 3.5-6.0 | 50-90 | --- | --- | ---

 | 2-6 | 3.5-6.0 | 0.5-2.0 | --- | 4.0-20 | 0

 | 6-11 | 3.5-6.0 | 2.0-5.0 | --- | 1.0-12 | 0

 | 11-20 | 3.5-6.0 | 0.5-3.0 | --- | 1.0-12 | 0

 | 20-33 | 3.5-6.0 | 0.0-0.5 | --- | 1.0-5.0 | 0

 | 33-51 | 3.5-6.0 | 0.0-0.5 | --- | 1.0-5.0 | 0

 | 51-80 | 4.5-6.5 | 0.0-0.5 | 0.0-3.0 | --- | 0

 | | | | | |

 Paavola---------| 0-2 | 4.5-6.0 | 50-90 | --- | --- | ---

 | 2-6 | 4.5-6.0 | 2.0-5.0 | --- | 4.0-16 | 0

 | 6-12 | 4.5-6.0 | 2.0-5.0 | --- | 4.0-12 | 0

 | 12-27 | 4.5-6.0 | 0.5-3.0 | 1.0-6.0 | --- | 0

 | 27-35 | 4.5-6.0 | 0.0-0.5 | --- | 4.0-12 | 0

 | 35-46 | 4.5-6.0 | 0.0-0.5 | --- | 4.0-12 | 0

 | 46-80 | 5.1-6.5 | 0.0-0.5 | 3.0-8.0 | --- | 0

 | | | | | |

 Dishno----------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-3 | 3.5-5.5 | 2.0-5.0 | --- | 2.0-10 | 0

 | 3-4 | 3.5-5.5 | 0.5-2.0 | --- | 2.0-10 | 0

 | 4-8 | 3.5-5.5 | 2.0-5.0 | --- | 2.0-10 | 0

 | 8-26 | 3.5-5.5 | 0.5-3.0 | --- | 2.0-10 | 0

 | 26-31 | 4.5-6.0 | 0.0-0.5 | --- | 1.0-10 | 0

 | 31-42 | 4.5-6.0 | 0.0-0.5 | --- | 1.0-10 | 0

 | >42 | --- | --- | --- | --- | ---

 | | | | | |
Keweenaw County Area, Michigan 545

Table 17.--Chemical Properties of the Soils--Continued

___________________________________________________________________________

 | | | | | |

 Map symbol | Depth | Soil |Organic |Cation- |Effective|Calcium

 and soil name | |reaction | matter |exchange |cation- |carbonate

 | | | |capacity |exchange |

 | | | | |capacity | ___________________________________________________________________________

 | In | pH | Pct |meq/100 g|meq/100 g| Pct

 | | | | | |

173E: | | | | | |

 Montreal--------| 0-2 | 3.5-6.0 | 50-90 | --- | --- | ---

 | 2-6 | 3.5-6.0 | 0.5-2.0 | --- | 4.0-20 | 0

 | 6-11 | 3.5-6.0 | 2.0-5.0 | --- | 1.0-12 | 0

 | 11-20 | 3.5-6.0 | 0.5-3.0 | --- | 1.0-12 | 0

 | 20-33 | 3.5-6.0 | 0.0-0.5 | --- | 1.0-5.0 | 0

 | 33-51 | 3.5-6.0 | 0.0-0.5 | --- | 1.0-5.0 | 0

 | 51-80 | 4.5-6.5 | 0.0-0.5 | 0.0-3.0 | --- | 0

 | | | | | |

 Paavola---------| 0-2 | 4.5-6.0 | 50-90 | --- | --- | ---

 | 2-6 | 4.5-6.0 | 2.0-5.0 | --- | 4.0-16 | 0

 | 6-12 | 4.5-6.0 | 2.0-5.0 | --- | 4.0-12 | 0

 | 12-27 | 4.5-6.0 | 0.5-3.0 | 1.0-6.0 | --- | 0

 | 27-35 | 4.5-6.0 | 0.0-0.5 | --- | 4.0-12 | 0

 | 35-46 | 4.5-6.0 | 0.0-0.5 | --- | 4.0-12 | 0

 | 46-80 | 5.1-6.5 | 0.0-0.5 | 3.0-8.0 | --- | 0

 | | | | | |

 Dishno----------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-3 | 3.5-5.5 | 2.0-5.0 | --- | 2.0-10 | 0

 | 3-4 | 3.5-5.5 | 0.5-2.0 | --- | 2.0-10 | 0

 | 4-8 | 3.5-5.5 | 2.0-5.0 | --- | 2.0-10 | 0

 | 8-26 | 3.5-5.5 | 0.5-3.0 | --- | 2.0-10 | 0

 | 26-31 | 4.5-6.0 | 0.0-0.5 | --- | 1.0-10 | 0

 | 31-42 | 4.5-6.0 | 0.0-0.5 | --- | 1.0-10 | 0

 | >42 | --- | --- | --- | --- | ---

 | | | | | |

174B: | | | | | |

 Montreal--------| 0-2 | 3.5-6.0 | 50-90 | --- | --- | ---

 | 2-6 | 3.5-6.0 | 0.5-2.0 | --- | 4.0-20 | 0

 | 6-11 | 3.5-6.0 | 2.0-5.0 | --- | 1.0-12 | 0

 | 11-20 | 3.5-6.0 | 0.5-3.0 | --- | 1.0-12 | 0

 | 20-33 | 3.5-6.0 | 0.0-0.5 | --- | 1.0-5.0 | 0

 | 33-51 | 3.5-6.0 | 0.0-0.5 | --- | 1.0-5.0 | 0

 | 51-80 | 4.5-6.5 | 0.0-0.5 | 0.0-3.0 | --- | 0

 | | | | | |

 Dishno----------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-3 | 3.5-5.5 | 2.0-5.0 | --- | 2.0-10 | 0

 | 3-4 | 3.5-5.5 | 0.5-2.0 | --- | 2.0-10 | 0

 | 4-8 | 3.5-5.5 | 2.0-5.0 | --- | 2.0-10 | 0

 | 8-26 | 3.5-5.5 | 0.5-3.0 | --- | 2.0-10 | 0

 | 26-31 | 4.5-6.0 | 0.0-0.5 | --- | 1.0-10 | 0

 | 31-42 | 4.5-6.0 | 0.0-0.5 | --- | 1.0-10 | 0

 | >42 | --- | --- | --- | --- | ---

 | | | | | |

 Gratiot---------| 0-1 | 3.6-6.0 | 50-90 | --- | --- | ---

 | 1-4 | 3.6-6.0 | 2.0-5.0 | 5.0-7.0 | 3.0-5.0 | 0

 | 4-7 | 3.6-6.0 | 2.0-5.0 | 4.0-11 | 3.0-8.0 | 0

 | 7-12 | 3.6-6.0 | 0.5-3.0 | 4.0-11 | 3.0-8.0 | 0

 | 12-20 | 3.6-6.0 | 0.5-3.0 | 4.0-11 | 3.0-8.0 | 0

 | 20-30 | 3.6-6.0 | 0.0-0.5 | 5.0-15 | 4.0-11 | 0

 | 30-80 | 5.1-6.5 | 0.0-0.5 | 3.0-6.0 | 2.0-5.0 | 0

 | | | | | |

177A: | | | | | |

 Assinins--------| 0-2 | 4.5-6.0 | 50-90 | --- | --- | ---

 | 2-11 | 4.5-6.0 | 1.0-3.0 | 1.0-10 | 0.4-3.0 | 0

 | 11-15 | 4.5-6.0 | 1.0-3.0 | 1.0-10 | 0.4-3.0 | 0

 | 15-24 | 4.5-6.0 | 1.0-3.0 | 1.0-10 | 0.4-3.0 | 0

 | 24-37 | 5.1-6.0 | 0.0-0.5 | 2.0-4.0 | --- | 0

 | 37-80 | 4.5-6.0 | 0.0-0.5 | --- | 1.0-3.0 | 0

 | | | | | |
546 Soil Survey of

Table 17.--Chemical Properties of the Soils--Continued

___________________________________________________________________________

 | | | | | |

 Map symbol | Depth | Soil |Organic |Cation- |Effective|Calcium

 and soil name | |reaction | matter |exchange |cation- |carbonate

 | | | |capacity |exchange |

 | | | | |capacity | ___________________________________________________________________________

 | In | pH | Pct |meq/100 g|meq/100 g| Pct

 | | | | | |

183C: | | | | | |

 Munising--------| 0-2 | 4.5-5.5 | 50-90 | --- | --- | ---

 | 2-4 | 4.5-5.5 | 50-90 | --- | --- | ---

 | 4-11 | 4.5-6.0 | 0.5-2.0 | --- | 1.0-8.0 | ---

 | 11-13 | 4.5-6.0 | 2.0-5.0 | --- | 6.0-16 | ---

 | 13-18 | 4.5-6.0 | 0.5-3.0 | --- | 3.0-12 | ---

 | 18-31 | 4.5-6.0 | 0.0-0.5 | --- | 2.0-8.0 | ---

 | 31-51 | 4.5-6.0 | 0.0-0.5 | --- | 6.0-21 | ---

 | 51-80 | 5.6-6.5 | 0.0-0.5 | 3.0-9.0 | --- | ---

 | | | | | |

 Abbaye----------| 0-1 | 4.5-6.0 | 50-90 | --- | --- | ---

 | 1-5 | 4.5-6.0 | 0.5-2.0 | --- | 1.0-10 | 0

 | 5-11 | 4.5-6.0 | 0.5-3.0 | 3.0-12 | --- | 0

 | 11-18 | 4.5-6.0 | 0.5-3.0 | 3.0-12 | --- | 0

 | 18-28 | 4.5-6.0 | 0.0-0.5 | 4.0-10 | --- | 0

 | 28-30 | --- | --- | --- | --- | ---

 | 30-80 | --- | --- | --- | --- | ---

 | | | | | |

 Yalmer----------| 0-1 | 3.5-6.0 | 50-90 | --- | --- | ---

 | 1-6 | 3.5-6.0 | 0.5-3.0 | --- | 1.0-6.0 | 0

 | 6-13 | 3.5-6.0 | 2.0-5.0 | --- | 4.0-12 | 0

 | 13-28 | 3.5-6.0 | 0.5-3.0 | --- | 1.0-8.0 | 0

 | 28-43 | 3.5-6.0 | 0.0-0.5 | --- | 2.0-8.0 | 0

 | 43-52 | 3.5-6.0 | 0.0-0.5 | --- | 2.0-8.0 | 0

 | 52-80 | 5.6-6.5 | 0.0-0.5 | 4.0-12 | --- | 0

 | | | | | |

183E: | | | | | |

 Munising--------| 0-2 | 4.5-5.5 | 50-90 | --- | --- | ---

 | 2-4 | 4.5-5.5 | 50-90 | --- | --- | ---

 | 4-11 | 4.5-6.0 | 0.5-2.0 | --- | 1.0-8.0 | ---

 | 11-13 | 4.5-6.0 | 2.0-5.0 | --- | 6.0-16 | ---

 | 13-18 | 4.5-6.0 | 0.5-3.0 | --- | 3.0-12 | ---

 | 18-31 | 4.5-6.0 | 0.0-0.5 | --- | 2.0-8.0 | ---

 | 31-51 | 4.5-6.0 | 0.0-0.5 | --- | 6.0-21 | ---

 | 51-80 | 5.6-6.5 | 0.0-0.5 | 3.0-9.0 | --- | ---

 | | | | | |

 Abbaye----------| 0-1 | 4.5-6.0 | 50-90 | --- | --- | ---

 | 1-5 | 4.5-6.0 | 0.5-2.0 | --- | 1.0-10 | 0

 | 5-11 | 4.5-6.0 | 0.5-3.0 | 3.0-12 | --- | 0

 | 11-18 | 4.5-6.0 | 0.5-3.0 | 3.0-12 | --- | 0

 | 18-28 | 4.5-6.0 | 0.0-0.5 | 4.0-10 | --- | 0

 | 28-30 | --- | --- | --- | --- | ---

 | 30-80 | --- | --- | --- | --- | ---

 | | | | | |

 Yalmer----------| 0-1 | 3.5-6.0 | 50-90 | --- | --- | ---

 | 1-6 | 3.5-6.0 | 0.5-3.0 | --- | 1.0-6.0 | 0

 | 6-13 | 3.5-6.0 | 2.0-5.0 | --- | 4.0-12 | 0

 | 13-28 | 3.5-6.0 | 0.5-3.0 | --- | 1.0-8.0 | 0

 | 28-43 | 3.5-6.0 | 0.0-0.5 | --- | 2.0-8.0 | 0

 | 43-52 | 3.5-6.0 | 0.0-0.5 | --- | 2.0-8.0 | 0

 | 52-80 | 5.6-6.5 | 0.0-0.5 | 4.0-12 | --- | 0

 | | | | | |

184C: | | | | | |

 Munising--------| 0-2 | 4.5-5.5 | 50-90 | --- | --- | ---

 | 2-4 | 4.5-5.5 | 50-90 | --- | --- | ---

 | 4-11 | 4.5-6.0 | 0.5-2.0 | --- | 1.0-8.0 | ---

 | 11-13 | 4.5-6.0 | 2.0-5.0 | --- | 6.0-16 | ---

 | 13-18 | 4.5-6.0 | 0.5-3.0 | --- | 3.0-12 | ---

 | 18-31 | 4.5-6.0 | 0.0-0.5 | --- | 2.0-8.0 | ---

 | 31-51 | 4.5-6.0 | 0.0-0.5 | --- | 6.0-21 | ---

 | 51-80 | 5.6-6.5 | 0.0-0.5 | 3.0-9.0 | --- | ---

 | | | | | |
Keweenaw County Area, Michigan 547

Table 17.--Chemical Properties of the Soils--Continued

___________________________________________________________________________

 | | | | | |

 Map symbol | Depth | Soil |Organic |Cation- |Effective|Calcium

 and soil name | |reaction | matter |exchange |cation- |carbonate

 | | | |capacity |exchange |

 | | | | |capacity | ___________________________________________________________________________

 | In | pH | Pct |meq/100 g|meq/100 g| Pct

 | | | | | |

184C: | | | | | |

 Yalmer----------| 0-1 | 3.5-6.0 | 50-90 | --- | --- | ---

 | 1-6 | 3.5-6.0 | 0.5-3.0 | --- | 1.0-6.0 | 0

 | 6-13 | 3.5-6.0 | 2.0-5.0 | --- | 4.0-12 | 0

 | 13-28 | 3.5-6.0 | 0.5-3.0 | --- | 1.0-8.0 | 0

 | 28-43 | 3.5-6.0 | 0.0-0.5 | --- | 2.0-8.0 | 0

 | 43-52 | 3.5-6.0 | 0.0-0.5 | --- | 2.0-8.0 | 0

 | 52-80 | 5.6-6.5 | 0.0-0.5 | 4.0-12 | --- | 0

 | | | | | |

184E: | | | | | |

 Munising--------| 0-2 | 4.5-5.5 | 50-90 | --- | --- | ---

 | 2-4 | 4.5-5.5 | 50-90 | --- | --- | ---

 | 4-11 | 4.5-6.0 | 0.5-2.0 | --- | 1.0-8.0 | ---

 | 11-13 | 4.5-6.0 | 2.0-5.0 | --- | 6.0-16 | ---

 | 13-18 | 4.5-6.0 | 0.5-3.0 | --- | 3.0-12 | ---

 | 18-31 | 4.5-6.0 | 0.0-0.5 | --- | 2.0-8.0 | ---

 | 31-51 | 4.5-6.0 | 0.0-0.5 | --- | 6.0-21 | ---

 | 51-80 | 5.6-6.5 | 0.0-0.5 | 3.0-9.0 | --- | ---

 | | | | | |

 Yalmer----------| 0-1 | 3.5-6.0 | 50-90 | --- | --- | ---

 | 1-6 | 3.5-6.0 | 0.5-3.0 | --- | 1.0-6.0 | 0

 | 6-13 | 3.5-6.0 | 2.0-5.0 | --- | 4.0-12 | 0

 | 13-28 | 3.5-6.0 | 0.5-3.0 | --- | 1.0-8.0 | 0

 | 28-43 | 3.5-6.0 | 0.0-0.5 | --- | 2.0-8.0 | 0

 | 43-52 | 3.5-6.0 | 0.0-0.5 | --- | 2.0-8.0 | 0

 | 52-80 | 5.6-6.5 | 0.0-0.5 | 4.0-12 | --- | 0

 | | | | | |

185B: | | | | | |

 Munising--------| 0-2 | 4.5-5.5 | 50-90 | --- | --- | ---

 | 2-4 | 4.5-5.5 | 50-90 | --- | --- | ---

 | 4-11 | 4.5-6.0 | 0.5-2.0 | --- | 1.0-8.0 | ---

 | 11-13 | 4.5-6.0 | 2.0-5.0 | --- | 6.0-16 | ---

 | 13-18 | 4.5-6.0 | 0.5-3.0 | --- | 3.0-12 | ---

 | 18-31 | 4.5-6.0 | 0.0-0.5 | --- | 2.0-8.0 | ---

 | 31-51 | 4.5-6.0 | 0.0-0.5 | --- | 6.0-21 | ---

 | 51-80 | 5.6-6.5 | 0.0-0.5 | 3.0-9.0 | --- | ---

 | | | | | |

 Skanee----------| 0-2 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 2-8 | 3.5-5.5 | 2.0-5.0 | --- | 4.0-16 | 0

 | 8-14 | 3.5-6.0 | 2.0-5.0 | --- | 4.0-16 | 0

 | 14-31 | 3.5-6.0 | 0.0-0.5 | --- | 2.0-8.0 | 0

 | 31-42 | 3.5-6.0 | 0.0-0.5 | 6.0-21 | --- | 0

 | 42-80 | 4.5-6.0 | 0.0-0.5 | 3.0-9.0 | --- | 0

 | | | | | |

185C: | | | | | |

 Munising--------| 0-2 | 4.5-5.5 | 50-90 | --- | --- | ---

 | 2-4 | 4.5-5.5 | 50-90 | --- | --- | ---

 | 4-11 | 4.5-6.0 | 0.5-2.0 | --- | 1.0-8.0 | ---

 | 11-13 | 4.5-6.0 | 2.0-5.0 | --- | 6.0-16 | ---

 | 13-18 | 4.5-6.0 | 0.5-3.0 | --- | 3.0-12 | ---

 | 18-31 | 4.5-6.0 | 0.0-0.5 | --- | 2.0-8.0 | ---

 | 31-51 | 4.5-6.0 | 0.0-0.5 | --- | 6.0-21 | ---

 | 51-80 | 5.6-6.5 | 0.0-0.5 | 3.0-9.0 | --- | ---

 | | | | | |

 Skanee----------| 0-2 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 2-8 | 3.5-5.5 | 2.0-5.0 | --- | 4.0-16 | 0

 | 8-14 | 3.5-6.0 | 2.0-5.0 | --- | 4.0-16 | 0

 | 14-31 | 3.5-6.0 | 0.0-0.5 | --- | 2.0-8.0 | 0

 | 31-42 | 3.5-6.0 | 0.0-0.5 | 6.0-21 | --- | 0

 | 42-80 | 4.5-6.0 | 0.0-0.5 | 3.0-9.0 | --- | 0

 | | | | | |
548 Soil Survey of

Table 17.--Chemical Properties of the Soils--Continued

___________________________________________________________________________

 | | | | | |

 Map symbol | Depth | Soil |Organic |Cation- |Effective|Calcium

 and soil name | |reaction | matter |exchange |cation- |carbonate

 | | | |capacity |exchange |

 | | | | |capacity | ___________________________________________________________________________

 | In | pH | Pct |meq/100 g|meq/100 g| Pct

 | | | | | |

187A: | | | | | |

 Skanee----------| 0-2 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 2-8 | 3.5-5.5 | 2.0-5.0 | --- | 4.0-16 | 0

 | 8-14 | 3.5-6.0 | 2.0-5.0 | --- | 4.0-16 | 0

 | 14-31 | 3.5-6.0 | 0.0-0.5 | --- | 2.0-8.0 | 0

 | 31-42 | 3.5-6.0 | 0.0-0.5 | 6.0-21 | --- | 0

 | 42-80 | 4.5-6.0 | 0.0-0.5 | 3.0-9.0 | --- | 0

 | | | | | |

 Gay-------------| 0-4 | 4.5-6.0 | 75-90 | --- | --- | ---

 | 4-7 | 4.5-6.5 | 2.0-30 | --- | 4.0-65 | 0

 | 7-11 | 4.5-6.5 | 0.5-2.0 | 2.0-10 | --- | 0

 | 11-16 | 4.5-6.5 | 0.5-1.0 | 3.0-22 | --- | 0

 | 16-30 | 5.6-7.3 | 0.0-0.5 | 3.0-8.0 | --- | 0

 | 30-60 | 5.6-7.3 | 0.0-0.5 | 3.0-8.0 | --- | 0

 | | | | | |

192B: | | | | | |

 Nipissing-------| 0-1 | 3.5-5.5 | 50-90 | --- | --- | ---

 | 1-3 | 4.5-6.0 | 50-90 | --- | --- | ---

 | 3-4 | 5.1-6.5 | 0.5-2.0 | 5.0-15 | --- | 0

 | 4-20 | 5.1-6.5 | 2.0-5.0 | 5.0-15 | --- | 0

 | 20-29 | 5.1-6.5 | 2.0-5.0 | 5.0-15 | --- | 0

 | 29-35 | 5.1-6.5 | 2.0-5.0 | 5.0-15 | --- | 0

 | 35-39 | 5.1-6.5 | 2.0-5.0 | 5.0-15 | --- | 0

 | >39 | --- | --- | --- | --- | ---

 | | | | | |

 Arcadian--------| 0-3 | 4.5-6.0 | 50-90 | --- | --- | ---

 | 3-5 | 5.1-6.5 | 0.5-2.0 | 5.0-15 | --- | 0

 | 5-12 | 5.1-6.5 | 2.0-5.0 | 5.0-15 | --- | 0

 | 12-22 | --- | --- | --- | --- | ---

 | | | | | |

 Rock outcrop. | | | | | |

 | | | | | |

194B: | | | | | |

 Copper Harbor---| 0-1 | 5.1-6.0 | 50-90 | --- | --- | ---

 | 1-5 | 5.1-5.7 | 0.5-2.0 | 1.0-4.0 | 0.8-3.0 | ---

 | 5-14 | 5.5-6.2 | 2.0-4.0 | 1.0-5.0 | 0.8-4.5 | ---

 | 14-30 | 5.5-6.2 | 0.5-3.0 | 1.0-5.0 | 0.8-4.5 | ---

 | 30-40 | 5.5-6.2 | 0.0-0.5 | 1.0-3.0 | 0.8-2.3 | ---

 | 40-60 | 6.0-6.7 | 0.0-0.5 | 3.0-5.0 | 2.3-3.8 | ---

 | 60-80 | 6.2-6.7 | 0.0-0.5 | 3.0-5.0 | 2.3-3.8 | ---

 | | | | | |

195B: | | | | | |

 Copper Harbor---| 0-1 | 5.1-6.0 | 50-90 | --- | --- | ---

 | 1-5 | 5.1-5.7 | 0.5-2.0 | 1.0-4.0 | 0.8-3.0 | ---

 | 5-14 | 5.5-6.2 | 2.0-4.0 | 1.0-5.0 | 0.8-4.5 | ---

 | 14-30 | 5.5-6.2 | 0.5-3.0 | 1.0-5.0 | 0.8-4.5 | ---

 | 30-40 | 5.5-6.2 | 0.0-0.5 | 1.0-3.0 | 0.8-2.3 | ---

 | 40-60 | 6.0-6.7 | 0.0-0.5 | 3.0-5.0 | 2.3-3.8 | ---

 | 60-80 | 6.2-6.7 | 0.0-0.5 | 3.0-5.0 | 2.3-3.8 | ---

 | | | | | |

 Bete Grise------| 0-2 | 4.5-6.0 | 50-90 | --- | --- | ---

 | 2-5 | 5.6-6.0 | 0.5-2.0 | 1.0-4.0 | 0.0-3.0 | 0

 | 5-17 | 5.6-6.0 | 1.0-5.0 | 1.0-10 | 0.0-7.0 | 0

 | 17-32 | 5.6-6.0 | 1.0-5.0 | 1.0-10 | 0.0-7.0 | 0

 | 32-36 | 5.6-6.0 | 0.0-2.0 | 1.0-4.0 | 0.0-3.0 | 0

 | 36-59 | 5.6-6.5 | 0.0-0.5 | 1.0-4.0 | 0.0-3.0 | 0

 | 59-80 | 5.6-6.5 | 0.0-0.5 | 1.0-4.0 | 0.0-3.0 | 0

 | | | | | |
Keweenaw County Area, Michigan 549

Table 17.--Chemical Properties of the Soils--Continued

___________________________________________________________________________

 | | | | | |

 Map symbol | Depth | Soil |Organic |Cation- |Effective|Calcium

 and soil name | |reaction | matter |exchange |cation- |carbonate

 | | | |capacity |exchange |

 | | | | |capacity | ___________________________________________________________________________

 | In | pH | Pct |meq/100 g|meq/100 g| Pct

 | | | | | |

196B: | | | | | |

 Bete Grise------| 0-2 | 4.5-6.0 | 50-90 | --- | --- | ---

 | 2-5 | 5.6-6.0 | 0.5-2.0 | 1.0-4.0 | 0.0-3.0 | 0

 | 5-17 | 5.6-6.0 | 1.0-5.0 | 1.0-10 | 0.0-7.0 | 0

 | 17-32 | 5.6-6.0 | 1.0-5.0 | 1.0-10 | 0.0-7.0 | 0

 | 32-36 | 5.6-6.0 | 0.0-2.0 | 1.0-4.0 | 0.0-3.0 | 0

 | 36-59 | 5.6-6.5 | 0.0-0.5 | 1.0-4.0 | 0.0-3.0 | 0

 | 59-80 | 5.6-6.5 | 0.0-0.5 | 1.0-4.0 | 0.0-3.0 | 0

 | | | | | |

 Tawas-----------| 0-6 | 4.5-6.5 | 75-90 | 80-120 | --- | 0

 | 6-25 | 4.5-7.3 | 80-95 | 80-120 | --- | 0

 | 25-80 | 5.6-8.4 | 0.0-0.0 | 1.0-3.0 | --- | 0

 | | | | | |

301: | | | | | |

 Udorthents------| 0-79 | 4.5-6.5 | 0.0-0.5 | --- | --- | 0

 | | | | | |

 Udipsamments----| 0-79 | 5.1-6.5 | 0.0-0.5 | --- | --- | ---

 | | | | | |

302: | | | | | |

 Histosols-------| 0-51 | 4.5-6.5 | 75-90 | --- | --- | ---

 | 51-80 | 4.5-6.5 | --- | --- | --- | ---

 | | | | | |

 Aquents---------| 0-79 | 4.5-6.5 | 0.1-5.0 | --- | --- | ---

 | | | | | |

303: | | | | | |

 Aquents---------| 0-79 | 4.5-6.5 | 0.1-5.0 | --- | --- | ---

 | | | | | |

 Dumps, stamp | | | | | |

 sand-----------| 0-80 | 4.5-6.5 | 0.0-0.1 | --- | --- | ---

 | | | | | |

310. | | | | | |

 Dumps, mine | | | | | |

 | | | | | |

311: | | | | | |

 Dumps, stamp | | | | | |

 sand-----------| 0-80 | 4.5-6.5 | 0.0-0.1 | --- | --- | ---

 | | | | | |

312. | | | | | |

 Pits | | | | | |

 | | | | | |

313. | | | | | |

 Dumps, sawdust | | | | | |

 | | | | | |

W. | | | | | |

 Water | | | | | |

 | | | | | | ___________________________________________________________________________
Table 18.--Soil Moisture Status by Depth (Depths of layers are in feet) _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and soil name | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 2: | | | | | | | | | |  Lupton----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-1.0: |0.0-0.5: |0.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | --- | --- | --- | --- | --- | --- |0.5-6.7: |1.0-6.7: |0.5-6.7: | ---  | | | | | | | Wet | Wet | Wet |  | | | | | | | | | |  Tawas-----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-1.0: |0.0-0.5: |0.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | --- | --- | --- | --- | --- | --- |0.5-6.7: |1.0-6.7: |0.5-6.7: | ---  | | | | | | | Wet | Wet | Wet |  | | | | | | | | | | 3: | | | | | | | | | |  Dawson----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-0.5: |0.0-6.7: |0.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Wet | Wet  | --- | --- | --- | --- | --- | --- |0.5-6.7: |0.5-6.7: | --- | ---  | | | | | | | Wet | Wet | |  | | | | | | | | | |  Loxley----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-0.5: |0.0-6.7: |0.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Wet | Wet  | --- | --- | --- | --- | --- | --- |0.5-6.7: |0.5-6.7: | --- | ---  | | | | | | | Wet | Wet | |  | | | | | | | | | | 6: | | | | | | | | | |  Skandia---------|0.0-2.6: |0.0-2.6: |0.0-2.6: |0.0-2.6: |0.0-2.6: |0.0-2.6: |0.0-0.5: |0.0-1.0: |0.0-0.5: |0.0-2.6:  | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | --- | --- | --- | --- | --- | --- |0.5-2.6: |1.0-2.6: |0.5-2.6: | ---  | | | | | | | Wet | Wet | Wet |  | | | | | | | | | |  Burt------------|0.0-1.6: |0.0-1.6: |0.0-1.6: |0.0-1.6: |0.0-1.6: |0.0-0.5: |0.0-1.0: |0.0-1.6: |0.0-1.5: |0.0-1.6:  | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Moist | Wet  | --- | --- | --- | --- | --- |0.5-1.6: |1.0-1.6: | --- |1.5-1.6: | ---  | | | | | | Wet | Wet | | Wet |  | | | | | | | | | | 10: | | | | | | | | | |  Cathro----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-1.0: |0.0-0.5: |0.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | --- | --- | --- | --- | --- | --- |0.5-6.7: |1.0-6.7: |0.5-6.7: | ---  | | | | | | | Wet | Wet | Wet |  | | | | | | | | | |  Sabattis--------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-1.5: |0.0-2.0: |0.0-1.0: |0.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Moist | Wet  | --- | --- | --- | --- | --- |0.5-6.7: |1.5-6.7: |2.0-6.7: |1.0-6.7: | ---  | | | | | | Wet | Wet | Wet | Wet | 

 | | | | | | | | | | 
Table 18.--Soil Moisture Status by Depth--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and soil name | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 13: | | | | | | | | | |  Tawas-----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-1.0: |0.0-0.5: |0.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | --- | --- | --- | --- | --- | --- |0.5-6.7: |1.0-6.7: |0.5-6.7: | ---  | | | | | | | Wet | Wet | Wet |  | | | | | | | | | |  Deford----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-1.5: |0.0-2.0: |0.0-1.0: |0.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Moist | Wet  | --- | --- | --- | --- | --- |0.5-6.7: |1.5-6.7: |2.0-6.7: |1.0-6.7: | ---  | | | | | | Wet | Wet | Wet | Wet |  | | | | | | | | | | 15B: | | | | | | | | | |  Dawson----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-0.5: |0.0-6.7: |0.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Wet | Wet  | --- | --- | --- | --- | --- | --- |0.5-6.7: |0.5-6.7: | --- | ---  | | | | | | | Wet | Wet | |  | | | | | | | | | |  Croswell--------|0.0-5.0: |0.0-5.0: |0.0-2.5: |0.0-2.0: |0.0-2.0: |0.0-3.5: |0.0-1.5: |0.0-2.5: |0.0-4.5: |0.0-3.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  |5.0-6.7: |5.0-6.7: |2.5-6.7: |2.0-6.7: |2.0-6.7: |3.5-6.7: |1.5-4.5: |2.5-5.5: |4.5-6.7: |3.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Wet | Wet  | --- | --- | --- | --- | --- | --- |4.5-6.7: |5.5-6.7: | --- | ---  | | | | | | | Wet | Wet | |  | | | | | | | | | | 20E. | | | | | | | | | |  Rock outcrop | | | | | | | | | |  | | | | | | | | | | 21G: | | | | | | | | | |  Rock outcrop. | | | | | | | | | |  | | | | | | | | | |  Arcadian--------|0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | | | | | | | | | 39A: | | | | | | | | | |  Betsy Bay-------|0.0-1.5: |0.0-1.5: |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  |1.5-6.7: |1.5-6.7: |1.0-6.7: |0.5-6.7: |0.5-6.7: |1.0-6.7: |2.0-6.7: |0.5-3.0: |2.0-6.7: |1.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Wet | Wet  | --- | --- | --- | --- | --- | --- | --- |3.0-6.7: | --- | ---  | | | | | | | | Wet | |  | | | | | | | | | |  Burt------------|0.0-1.6: |0.0-1.6: |0.0-1.6: |0.0-1.6: |0.0-1.6: |0.0-0.5: |0.0-1.0: |0.0-1.6: |0.0-1.5: |0.0-1.6:  | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Moist | Wet 

 | --- | --- | --- | --- | --- |0.5-1.6: |1.0-1.6: | --- |1.5-1.6: | ---  | | | | | | Wet | Wet | | Wet |  | | | | | | | | | | 
Table 18.--Soil Moisture Status by Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and soil name | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 39A: | | | | | | | | | |  Deford----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-1.5: |0.0-2.0: |0.0-1.0: |0.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Moist | Wet  | --- | --- | --- | --- | --- |0.5-6.7: |1.5-6.7: |2.0-6.7: |1.0-6.7: | ---  | | | | | | Wet | Wet | Wet | Wet |  | | | | | | | | | | 47A: | | | | | | | | | |  Zeba------------|0.0-2.0: |0.0-2.0: |0.0-1.5: |0.0-1.0: |0.0-0.5: |0.0-2.0: |0.0-2.5: |0.0-2.8: |0.0-2.5: |0.0-1.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Moist  |2.0-2.8: |2.0-2.8: |1.5-2.8: |1.0-2.8: |0.5-2.8: |2.0-2.8: |2.5-2.8: | --- |2.5-2.8: |1.0-2.8:  | Wet | Wet | Wet | Wet | Wet | Wet | Wet | | Wet | Wet  | | | | | | | | | |  Jacobsville-----|0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-3.0: |0.0-0.5: |0.0-1.0: |0.0-2.0: |1.5-3.0: |0.0-3.0:  | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Wet | Wet  | --- | --- | --- | --- | --- |0.5-3.0: |1.0-3.0: |2.0-3.0: |0.0-1.5: | ---  | | | | | | Wet | Wet | Wet | Moist |  | | | | | | | | | | 51C: | | | | | | | | | |  Arcadian--------|0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | | | | | | | | |  Nipissing-------|0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-1.0: |0.0-1.5: |0.0-3.2: |0.0-3.2:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |1.0-3.2: |1.5-3.2: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | |  Rock outcrop. | | | | | | | | | |  | | | | | | | | | | 51E: | | | | | | | | | |  Arcadian--------|0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | | | | | | | | |  Nipissing-------|0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-1.0: |0.0-1.5: |0.0-3.2: |0.0-3.2:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |1.0-3.2: |1.5-3.2: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | |  Rock outcrop. | | | | | | | | | |  | | | | | | | | | | 52C: | | | | | | | | | |  Arcadian--------|0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | | | | | | | | | 
Table 18.--Soil Moisture Status by Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and soil name | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 52C: | | | | | | | | | |  Dishno----------|0.0-3.8: |0.0-3.8: |0.0-2.0: |0.0-1.0: |0.0-1.5: |0.0-3.8: |0.0-1.0: |0.0-1.5: |0.0-3.0: |0.0-1.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |2.0-3.8: |1.0-3.8: |1.5-3.8: | --- |1.0-3.8: |1.5-3.8: |3.0-3.8: |1.0-3.8:  | | | Wet | Wet | Wet | | Moist | Moist | Wet | Wet  | | | | | | | | | |  Rock outcrop. | | | | | | | | | |  | | | | | | | | | | 52E: | | | | | | | | | |  Arcadian--------|0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | | | | | | | | |  Dishno----------|0.0-3.8: |0.0-3.8: |0.0-2.0: |0.0-1.0: |0.0-1.5: |0.0-3.8: |0.0-1.0: |0.0-1.5: |0.0-3.0: |0.0-1.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |2.0-3.8: |1.0-3.8: |1.5-3.8: | --- |1.0-3.8: |1.5-3.8: |3.0-3.8: |1.0-3.8:  | | | Wet | Wet | Wet | | Moist | Moist | Wet | Wet  | | | | | | | | | |  Rock outcrop. | | | | | | | | | |  | | | | | | | | | | 53E: | | | | | | | | | |  Arcadian--------|0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | | | | | | | | |  Michigamme------|0.0-2.6: |0.0-2.6: |0.0-2.6: |0.0-2.6: |0.0-2.6: |0.0-2.6: |0.0-1.0: |0.0-1.5: |0.0-2.6: |0.0-2.6:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |1.0-2.6: |1.5-2.6: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | |  Rock outcrop. | | | | | | | | | |  | | | | | | | | | | 53F: | | | | | | | | | |  Arcadian--------|0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | | | | | | | | |  Michigamme------|0.0-2.6: |0.0-2.6: |0.0-2.6: |0.0-2.6: |0.0-2.6: |0.0-2.6: |0.0-1.0: |0.0-1.5: |0.0-2.6: |0.0-2.6:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |1.0-2.6: |1.5-2.6: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | |  Rock outcrop. | | | | | | | | | |  | | | | | | | | | | 55B: | | | | | | | | | |  Chocolay--------|0.0-2.3: |0.0-2.3: |0.0-2.0: |0.0-1.0: |0.0-1.5: |0.0-2.3: |0.0-1.0: |0.0-1.5: |0.0-2.3: |0.0-1.0: 

 | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |2.0-2.3: |1.0-2.3: |1.5-2.3: | --- |1.0-2.3: |1.5-2.3: | --- |1.0-2.3:  | | | Wet | Wet | Wet | | Moist | Moist | | Wet  | | | | | | | | | | 
Table 18.--Soil Moisture Status by Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and soil name | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 100B: | | | | | | | | | |  Waiska----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | | 100D: | | | | | | | | | |  Waiska----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | | 102C: | | | | | | | | | |  Waiska----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | |  Garlic----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | | 102E: | | | | | | | | | |  Waiska----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | |  Garlic----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | | 102F: | | | | | | | | | |  Waiska----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | |  Garlic----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | --- 

 | | | | | | | Moist | Moist | |  | | | | | | | | | | 
Table 18.--Soil Moisture Status by Depth--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and soil name | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________

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 | | | | | | | | | | 110B: | | | | | | | | | |  Shelldrake------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | |  Croswell--------|0.0-5.0: |0.0-5.0: |0.0-2.5: |0.0-2.0: |0.0-2.0: |0.0-3.5: |0.0-1.5: |0.0-2.5: |0.0-4.5: |0.0-3.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  |5.0-6.7: |5.0-6.7: |2.5-6.7: |2.0-6.7: |2.0-6.7: |3.5-6.7: |1.5-4.5: |2.5-5.5: |4.5-6.7: |3.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Wet | Wet  | --- | --- | --- | --- | --- | --- |4.5-6.7: |5.5-6.7: | --- | ---  | | | | | | | Wet | Wet | |  | | | | | | | | | | 111B: | | | | | | | | | |  Deer Park-------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | | 111D: | | | | | | | | | |  Deer Park-------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | | 111E: | | | | | | | | | |  Deer Park-------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | | 111F: | | | | | | | | | |  Deer Park-------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | | 112C: | | | | | | | | | |  Deer Park-------|0.1-2.6: |0.1-2.6: |0.1-2.6: |0.1-2.6: |0.1-2.6: |0.1-2.6: |0.0-0.8: |0.0-1.2: |0.1-2.6: |0.1-2.6:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |0.8-2.6: |1.2-2.6: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | | 
Table 18.--Soil Moisture Status by Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and soil name | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 112C: | | | | | | | | | |  Croswell--------|0.0-5.0: |0.0-5.0: |0.0-2.5: |0.0-2.0: |0.0-2.0: |0.0-3.5: |0.0-1.5: |0.0-2.5: |0.0-4.5: |0.0-3.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  |5.0-6.7: |5.0-6.7: |2.5-6.7: |2.0-6.7: |2.0-6.7: |3.5-6.7: |1.5-4.5: |2.5-5.5: |4.5-6.7: |3.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Wet | Wet  | --- | --- | --- | --- | --- | --- |4.5-6.7: |5.5-6.7: | --- | ---  | | | | | | | Wet | Wet | |  | | | | | | | | | | 113C: | | | | | | | | | |  Rubicon---------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | |  Croswell--------|0.0-5.0: |0.0-5.0: |0.0-2.5: |0.0-2.0: |0.0-2.0: |0.0-3.5: |0.0-1.5: |0.0-2.5: |0.0-4.5: |0.0-3.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  |5.0-6.7: |5.0-6.7: |2.5-6.7: |2.0-6.7: |2.0-6.7: |3.5-6.7: |1.5-4.5: |2.5-5.5: |4.5-6.7: |3.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Wet | Wet  | --- | --- | --- | --- | --- | --- |4.5-6.7: |5.5-6.7: | --- | ---  | | | | | | | Wet | Wet | |  | | | | | | | | | | 120B: | | | | | | | | | |  Garlic----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | | 120D: | | | | | | | | | |  Garlic----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | | 120E: | | | | | | | | | |  Garlic----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | | 125A: | | | | | | | | | |  Croswell--------|0.0-5.0: |0.0-5.0: |0.0-2.5: |0.0-2.0: |0.0-2.0: |0.0-3.5: |0.0-1.5: |0.0-2.5: |0.0-4.5: |0.0-3.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  |5.0-6.7: |5.0-6.7: |2.5-6.7: |2.0-6.7: |2.0-6.7: |3.5-6.7: |1.5-4.5: |2.5-5.5: |4.5-6.7: |3.0-6.7: 

 | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Wet | Wet  | --- | --- | --- | --- | --- | --- |4.5-6.7: |5.5-6.7: | --- | ---  | | | | | | | Wet | Wet | |  | | | | | | | | | | 
Table 18.--Soil Moisture Status by Depth--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and soil name | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________

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 | | | | | | | | | | 125A: | | | | | | | | | |  Au Gres---------|0.0-1.5: |0.0-1.5: |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  |1.5-6.7: |1.5-6.7: |1.0-6.7: |0.5-6.7: |0.5-6.7: |1.0-6.7: |2.0-6.7: |0.5-3.0: |2.0-6.7: |1.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Wet | Wet  | --- | --- | --- | --- | --- | --- | --- |3.0-6.7: | --- | ---  | | | | | | | | Wet | |  | | | | | | | | | | 126B: | | | | | | | | | |  Au Gres---------|0.0-1.5: |0.0-1.5: |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  |1.5-6.7: |1.5-6.7: |1.0-6.7: |0.5-6.7: |0.5-6.7: |1.0-6.7: |2.0-6.7: |0.5-3.0: |2.0-6.7: |1.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Wet | Wet  | --- | --- | --- | --- | --- | --- | --- |3.0-6.7: | --- | ---  | | | | | | | | Wet | |  | | | | | | | | | |  Deford----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-1.5: |0.0-2.0: |0.0-1.0: |0.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Moist | Wet  | --- | --- | --- | --- | --- |0.5-6.7: |1.5-6.7: |2.0-6.7: |1.0-6.7: | ---  | | | | | | Wet | Wet | Wet | Wet |  | | | | | | | | | |  Croswell--------|0.0-5.0: |0.0-5.0: |0.0-2.5: |0.0-2.0: |0.0-2.0: |0.0-3.5: |0.0-1.5: |0.0-2.5: |0.0-4.5: |0.0-3.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  |5.0-6.7: |5.0-6.7: |2.5-6.7: |2.0-6.7: |2.0-6.7: |3.5-6.7: |1.5-4.5: |2.5-5.5: |4.5-6.7: |3.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Wet | Wet  | --- | --- | --- | --- | --- | --- |4.5-6.7: |5.5-6.7: | --- | ---  | | | | | | | Wet | Wet | |  | | | | | | | | | | 127A: | | | | | | | | | |  Au Gres---------|0.0-1.5: |0.0-1.5: |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  |1.5-6.7: |1.5-6.7: |1.0-6.7: |0.5-6.7: |0.5-6.7: |1.0-6.7: |2.0-6.7: |0.5-3.0: |2.0-6.7: |1.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Wet | Wet  | --- | --- | --- | --- | --- | --- | --- |3.0-6.7: | --- | ---  | | | | | | | | Wet | |  | | | | | | | | | |  Kinross---------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-1.5: |0.0-2.0: |0.0-1.0: |0.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Moist | Wet  | --- | --- | --- | --- | --- |0.5-6.7: |1.5-6.7: |2.0-6.7: |1.0-6.7: | ---  | | | | | | Wet | Wet | Wet | Wet |  | | | | | | | | | | 130C: | | | | | | | | | |  Garlic----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7: 

 | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | | 
Table 18.--Soil Moisture Status by Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and soil name | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 130C: | | | | | | | | | |  Alcona----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | | 130E: | | | | | | | | | |  Garlic----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | |  Alcona----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | | 133C: | | | | | | | | | |  Keweenaw--------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | |  Garlic----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | | 133E: | | | | | | | | | |  Keweenaw--------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | |  Garlic----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | | 133F: | | | | | | | | | |  Keweenaw--------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | --- 

 | | | | | | | Moist | Moist | |  | | | | | | | | | | 
Table 18.--Soil Moisture Status by Depth--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and soil name | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________

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 | | | | | | | | | | 133F: | | | | | | | | | |  Garlic----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | | 136B: | | | | | | | | | |  Borgstrom-------|0.0-5.0: |0.0-5.0: |0.0-2.5: |0.0-2.0: |0.0-2.0: |0.0-3.5: |0.0-1.5: |0.0-2.5: |0.0-4.5: |0.0-3.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  |5.0-6.7: |5.0-6.7: |2.5-6.7: |2.0-6.7: |2.0-6.7: |3.5-6.7: |1.5-4.5: |2.5-5.5: |4.5-6.7: |3.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Wet | Wet  | --- | --- | --- | --- | --- | --- |4.5-6.7: |5.5-6.7: | --- | ---  | | | | | | | Wet | Wet | |  | | | | | | | | | |  Ingalls---------|0.0-1.5: |0.0-1.5: |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  |1.5-6.7: |1.5-6.7: |1.0-6.7: |0.5-6.7: |0.5-6.7: |1.0-6.7: |2.0-6.7: |0.5-3.0: |2.0-6.7: |1.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Wet | Wet  | --- | --- | --- | --- | --- | --- | --- |3.0-6.7: | --- | ---  | | | | | | | | Wet | |  | | | | | | | | | | 142C: | | | | | | | | | |  Wallace---------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | |  Rubicon---------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | | 142F: | | | | | | | | | |  Wallace---------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | |  Rubicon---------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | | 
Table 18.--Soil Moisture Status by Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and soil name | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 155C: | | | | | | | | | |  Montreal--------|0.0-6.7: |0.0-6.7: |0.0-1.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |1.5-1.7: |1.0-1.7: |1.5-1.7: | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | Wet | Wet | Wet | | Moist | Moist | |  | --- | --- |1.7-6.7: |1.7-6.7: |1.7-6.7: | --- | --- | --- | --- | ---  | | | Moist | Moist | Moist | | | | |  | | | | | | | | | |  Paavola---------|0.0-6.7: |0.0-6.7: |0.0-1.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-2.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |1.5-2.6: |1.0-2.6: |1.5-2.6: | --- |2.0-6.7: |3.0-6.7: | --- |2.0-2.6:  | | | Wet | Wet | Wet | | Moist | Moist | | Wet  | --- | --- |2.6-6.7: |2.6-6.7: |2.6-6.7: | --- | --- | --- | --- |2.6-6.7:  | | | Moist | Moist | Moist | | | | | Moist  | | | | | | | | | |  Waiska----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | | 155E: | | | | | | | | | |  Montreal--------|0.0-6.7: |0.0-6.7: |0.0-1.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |1.5-1.7: |1.0-1.7: |1.5-1.7: | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | Wet | Wet | Wet | | Moist | Moist | |  | --- | --- |1.7-6.7: |1.7-6.7: |1.7-6.7: | --- | --- | --- | --- | ---  | | | Moist | Moist | Moist | | | | |  | | | | | | | | | |  Paavola---------|0.0-6.7: |0.0-6.7: |0.0-1.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-2.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |1.5-2.6: |1.0-2.6: |1.5-2.6: | --- |2.0-6.7: |3.0-6.7: | --- |2.0-2.6:  | | | Wet | Wet | Wet | | Moist | Moist | | Wet  | --- | --- |2.6-6.7: |2.6-6.7: |2.6-6.7: | --- | --- | --- | --- |2.6-6.7:  | | | Moist | Moist | Moist | | | | | Moist  | | | | | | | | | |  Waiska----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | | 158A: | | | | | | | | | |  Arnheim---------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-1.0: |0.0-2.0: |0.0-1.5: |0.0-0.5:  | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Moist | Moist 

 | --- | --- | --- | --- | --- |0.5-6.7: |1.0-6.7: |2.0-6.7: |1.5-6.7: |0.5-6.7:  | | | | | | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | 
Table 18.--Soil Moisture Status by Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and soil name | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 158A: | | | | | | | | | |  Sturgeon--------|0.0-1.5: |0.0-1.5: |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  |1.5-6.7: |1.5-6.7: |1.0-6.7: |0.5-6.7: |0.5-6.7: |1.0-6.7: |2.0-6.7: |0.5-3.0: |2.0-6.7: |1.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Wet | Wet  | --- | --- | --- | --- | --- | --- | --- |3.0-6.7: | --- | ---  | | | | | | | | Wet | |  | | | | | | | | | |  Pelkie----------|0.0-5.0: |0.0-5.0: |0.0-2.5: |0.0-2.0: |0.0-2.0: |0.0-3.5: |0.0-1.5: |0.0-2.5: |0.0-4.5: |0.0-3.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  |5.0-6.7: |5.0-6.7: |2.5-6.7: |2.0-6.7: |2.0-6.7: |3.5-6.7: |1.5-4.5: |2.5-5.5: |4.5-6.7: |3.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Wet | Wet  | --- | --- | --- | --- | --- | --- |4.5-6.7: |5.5-6.7: | --- | ---  | | | | | | | Wet | Wet | |  | | | | | | | | | | 161F: | | | | | | | | | |  Trimountain-----|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | |  Lac La Belle----|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | |  Waiska----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | | 162F: | | | | | | | | | |  Trimountain-----|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | |  Lac La Belle----|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-6.7: |3.0-6.7: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | |  Michigamme------|0.0-2.6: |0.0-2.6: |0.0-2.6: |0.0-2.6: |0.0-2.6: |0.0-2.6: |0.0-1.0: |0.0-1.5: |0.0-2.6: |0.0-2.6: 

 | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |1.0-2.6: |1.5-2.6: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | | 
Table 18.--Soil Moisture Status by Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and soil name | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 166B: | | | | | | | | | |  Gratiot---------|0.0-5.5: |0.0-5.5: |0.0-1.5: |0.0-0.5: |0.0-0.5: |0.0-1.0: |0.0-5.5: |0.0-0.5: |0.0-6.7: |0.0-5.5:  | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  |5.5-6.7: |5.5-6.7: |1.5-1.7: |0.5-1.7: |0.5-1.7: |1.0-1.7: |5.5-6.7: |0.5-6.7: | --- |5.5-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Moist | | Wet  | --- | --- |1.7-5.0: |1.7-4.5: |1.7-4.5: |1.7-4.5: | --- | --- | --- | ---  | | | Moist | Moist | Moist | Moist | | | |  | --- | --- |5.0-6.7: |4.5-6.7: |4.5-6.7: |4.5-6.7: | --- | --- | --- | ---  | | | Wet | Wet | Wet | Wet | | | |  | | | | | | | | | |  Sabattis--------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-1.5: |0.0-2.0: |0.0-1.0: |0.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Moist | Wet  | --- | --- | --- | --- | --- |0.5-6.7: |1.5-6.7: |2.0-6.7: |1.0-6.7: | ---  | | | | | | Wet | Wet | Wet | Wet |  | | | | | | | | | | 173C: | | | | | | | | | |  Montreal--------|0.0-6.7: |0.0-6.7: |0.0-1.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |1.5-1.7: |1.0-1.7: |1.5-1.7: | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | Wet | Wet | Wet | | Moist | Moist | |  | --- | --- |1.7-6.7: |1.7-6.7: |1.7-6.7: | --- | --- | --- | --- | ---  | | | Moist | Moist | Moist | | | | |  | | | | | | | | | |  Paavola---------|0.0-6.7: |0.0-6.7: |0.0-1.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-2.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |1.5-2.6: |1.0-2.6: |1.5-2.6: | --- |2.0-6.7: |3.0-6.7: | --- |2.0-2.6:  | | | Wet | Wet | Wet | | Moist | Moist | | Wet  | --- | --- |2.6-6.7: |2.6-6.7: |2.6-6.7: | --- | --- | --- | --- |2.6-6.7:  | | | Moist | Moist | Moist | | | | | Moist  | | | | | | | | | |  Dishno----------|0.0-3.8: |0.0-3.8: |0.0-2.0: |0.0-1.0: |0.0-1.5: |0.0-3.8: |0.0-1.0: |0.0-1.5: |0.0-3.0: |0.0-1.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |2.0-3.8: |1.0-3.8: |1.5-3.8: | --- |1.0-3.8: |1.5-3.8: |3.0-3.8: |1.0-3.8:  | | | Wet | Wet | Wet | | Moist | Moist | Wet | Wet  | | | | | | | | | | 173E: | | | | | | | | | |  Montreal--------|0.0-6.7: |0.0-6.7: |0.0-1.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |1.5-1.7: |1.0-1.7: |1.5-1.7: | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | Wet | Wet | Wet | | Moist | Moist | |  | --- | --- |1.7-6.7: |1.7-6.7: |1.7-6.7: | --- | --- | --- | --- | ---  | | | Moist | Moist | Moist | | | | |  | | | | | | | | | | 
Table 18.--Soil Moisture Status by Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and soil name | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 173E: | | | | | | | | | |  Paavola---------|0.0-6.7: |0.0-6.7: |0.0-1.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-2.0: |0.0-3.0: |0.0-6.7: |0.0-2.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |1.5-2.6: |1.0-2.6: |1.5-2.6: | --- |2.0-6.7: |3.0-6.7: | --- |2.0-2.6:  | | | Wet | Wet | Wet | | Moist | Moist | | Wet  | --- | --- |2.6-6.7: |2.6-6.7: |2.6-6.7: | --- | --- | --- | --- |2.6-6.7:  | | | Moist | Moist | Moist | | | | | Moist  | | | | | | | | | |  Dishno----------|0.0-3.8: |0.0-3.8: |0.0-2.0: |0.0-1.0: |0.0-1.5: |0.0-3.8: |0.0-1.0: |0.0-1.5: |0.0-3.0: |0.0-1.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |2.0-3.8: |1.0-3.8: |1.5-3.8: | --- |1.0-3.8: |1.5-3.8: |3.0-3.8: |1.0-3.8:  | | | Wet | Wet | Wet | | Moist | Moist | Wet | Wet  | | | | | | | | | | 174B: | | | | | | | | | |  Montreal--------|0.0-6.7: |0.0-6.7: |0.0-1.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |1.5-1.7: |1.0-1.7: |1.5-1.7: | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | Wet | Wet | Wet | | Moist | Moist | |  | --- | --- |1.7-6.7: |1.7-6.7: |1.7-6.7: | --- | --- | --- | --- | ---  | | | Moist | Moist | Moist | | | | |  | | | | | | | | | |  Dishno----------|0.0-3.8: |0.0-3.8: |0.0-2.0: |0.0-1.0: |0.0-1.5: |0.0-3.8: |0.0-1.0: |0.0-1.5: |0.0-3.0: |0.0-1.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |2.0-3.8: |1.0-3.8: |1.5-3.8: | --- |1.0-3.8: |1.5-3.8: |3.0-3.8: |1.0-3.8:  | | | Wet | Wet | Wet | | Moist | Moist | Wet | Wet  | | | | | | | | | |  Gratiot---------|0.0-5.5: |0.0-5.5: |0.0-1.5: |0.0-0.5: |0.0-0.5: |0.0-1.0: |0.0-5.5: |0.0-0.5: |0.0-6.7: |0.0-5.5:  | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  |5.5-6.7: |5.5-6.7: |1.5-1.7: |0.5-1.7: |0.5-1.7: |1.0-1.7: |5.5-6.7: |0.5-6.7: | --- |5.5-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Moist | | Wet  | --- | --- |1.7-5.0: |1.7-4.5: |1.7-4.5: |1.7-4.5: | --- | --- | --- | ---  | | | Moist | Moist | Moist | Moist | | | |  | --- | --- |5.0-6.7: |4.5-6.7: |4.5-6.7: |4.5-6.7: | --- | --- | --- | ---  | | | Wet | Wet | Wet | Wet | | | |  | | | | | | | | | | 177A: | | | | | | | | | |  Assinins--------|0.0-1.5: |0.0-1.5: |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  |1.5-6.7: |1.5-6.7: |1.0-6.7: |0.5-6.7: |0.5-6.7: |1.0-6.7: |2.0-6.7: |0.5-3.0: |2.0-6.7: |1.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Wet | Wet  | --- | --- | --- | --- | --- | --- | --- |3.0-6.7: | --- | ---  | | | | | | | | Wet | |  | | | | | | | | | | 
Table 18.--Soil Moisture Status by Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and soil name | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 183C: | | | | | | | | | |  Munising--------|0.0-6.7: |0.0-6.7: |0.0-1.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |1.5-1.7: |1.0-1.7: |1.5-1.7: | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | Wet | Wet | Wet | | Moist | Moist | |  | --- | --- |1.7-6.7: |1.7-6.7: |1.7-6.7: | --- | --- | --- | --- | ---  | | | Moist | Moist | Moist | | | | |  | | | | | | | | | |  Abbaye----------|0.0-2.7: |0.0-2.7: |0.0-2.0: |0.0-1.0: |0.0-2.0: |0.0-2.7: |0.0-1.0: |0.0-1.5: |0.0-2.7: |0.0-1.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |2.0-2.7: |1.0-2.7: |2.0-2.7: | --- |1.0-2.7: |1.5-2.7: | --- |1.0-2.7:  | | | Wet | Wet | Wet | | Moist | Moist | | Wet  | | | | | | | | | |  Yalmer----------|0.0-6.7: |0.0-6.7: |0.0-1.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-2.0: |0.0-2.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |1.5-2.0: |1.0-2.0: |1.5-2.0: | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | Wet | Wet | Wet | | Moist | Moist | |  | --- | --- |2.0-6.7: |2.0-6.7: |2.0-6.7: | --- | --- | --- | --- | ---  | | | Moist | Moist | Moist | | | | |  | | | | | | | | | | 183E: | | | | | | | | | |  Munising--------|0.0-6.7: |0.0-6.7: |0.0-1.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |1.5-1.7: |1.0-1.7: |1.5-1.7: | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | Wet | Wet | Wet | | Moist | Moist | |  | --- | --- |1.7-6.7: |1.7-6.7: |1.7-6.7: | --- | --- | --- | --- | ---  | | | Moist | Moist | Moist | | | | |  | | | | | | | | | |  Abbaye----------|0.0-2.7: |0.0-2.7: |0.0-2.0: |0.0-1.0: |0.0-2.0: |0.0-2.7: |0.0-1.0: |0.0-1.5: |0.0-2.7: |0.0-1.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |2.0-2.7: |1.0-2.7: |2.0-2.7: | --- |1.0-2.7: |1.5-2.7: | --- |1.0-2.7:  | | | Wet | Wet | Wet | | Moist | Moist | | Wet  | | | | | | | | | |  Yalmer----------|0.0-6.7: |0.0-6.7: |0.0-1.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-2.0: |0.0-2.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |1.5-2.0: |1.0-2.0: |1.5-2.0: | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | Wet | Wet | Wet | | Moist | Moist | |  | --- | --- |2.0-6.7: |2.0-6.7: |2.0-6.7: | --- | --- | --- | --- | ---  | | | Moist | Moist | Moist | | | | |  | | | | | | | | | | 
Table 18.--Soil Moisture Status by Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and soil name | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 184C: | | | | | | | | | |  Munising--------|0.0-6.7: |0.0-6.7: |0.0-1.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |1.5-1.7: |1.0-1.7: |1.5-1.7: | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | Wet | Wet | Wet | | Moist | Moist | |  | --- | --- |1.7-6.7: |1.7-6.7: |1.7-6.7: | --- | --- | --- | --- | ---  | | | Moist | Moist | Moist | | | | |  | | | | | | | | | |  Yalmer----------|0.0-6.7: |0.0-6.7: |0.0-1.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-2.0: |0.0-2.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |1.5-2.0: |1.0-2.0: |1.5-2.0: | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | Wet | Wet | Wet | | Moist | Moist | |  | --- | --- |2.0-6.7: |2.0-6.7: |2.0-6.7: | --- | --- | --- | --- | ---  | | | Moist | Moist | Moist | | | | |  | | | | | | | | | | 184E: | | | | | | | | | |  Munising--------|0.0-6.7: |0.0-6.7: |0.0-1.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |1.5-1.7: |1.0-1.7: |1.5-1.7: | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | Wet | Wet | Wet | | Moist | Moist | |  | --- | --- |1.7-6.7: |1.7-6.7: |1.7-6.7: | --- | --- | --- | --- | ---  | | | Moist | Moist | Moist | | | | |  | | | | | | | | | |  Yalmer----------|0.0-6.7: |0.0-6.7: |0.0-1.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-2.0: |0.0-2.0: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |1.5-2.0: |1.0-2.0: |1.5-2.0: | --- |2.0-6.7: |2.0-6.7: | --- | ---  | | | Wet | Wet | Wet | | Moist | Moist | |  | --- | --- |2.0-6.7: |2.0-6.7: |2.0-6.7: | --- | --- | --- | --- | ---  | | | Moist | Moist | Moist | | | | |  | | | | | | | | | | 185B: | | | | | | | | | |  Munising--------|0.0-6.7: |0.0-6.7: |0.0-1.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |1.5-1.7: |1.0-1.7: |1.5-1.7: | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | Wet | Wet | Wet | | Moist | Moist | |  | --- | --- |1.7-6.7: |1.7-6.7: |1.7-6.7: | --- | --- | --- | --- | ---  | | | Moist | Moist | Moist | | | | |  | | | | | | | | | |  Skanee----------|0.0-5.5: |0.0-5.5: |0.0-5.0: |0.0-0.5: |0.0-0.5: |0.0-1.0: |0.0-5.5: |0.0-0.5: |0.0-6.7: |0.0-5.5:  | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  |5.5-6.7: |5.5-6.7: |5.0-6.7: |0.5-1.2: |0.5-1.2: |1.0-1.2: |5.5-6.7: |0.5-6.7: | --- |5.5-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Moist | | Wet  | --- | --- | --- |1.2-4.5: |1.2-4.5: |1.2-4.5: | --- | --- | --- | --- 

 | | | | Moist | Moist | Moist | | | |  | --- | --- | --- |4.5-6.7: |4.5-6.7: |4.5-6.7: | --- | --- | --- | ---  | | | | Wet | Wet | Wet | | | |  | | | | | | | | | | 
Table 18.--Soil Moisture Status by Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and soil name | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 185C: | | | | | | | | | |  Munising--------|0.0-6.7: |0.0-6.7: |0.0-1.5: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-1.0: |0.0-1.5: |0.0-6.7: |0.0-6.7:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- |1.5-1.7: |1.0-1.7: |1.5-1.7: | --- |1.0-6.7: |1.5-6.7: | --- | ---  | | | Wet | Wet | Wet | | Moist | Moist | |  | --- | --- |1.7-6.7: |1.7-6.7: |1.7-6.7: | --- | --- | --- | --- | ---  | | | Moist | Moist | Moist | | | | |  | | | | | | | | | |  Skanee----------|0.0-5.5: |0.0-5.5: |0.0-5.0: |0.0-0.5: |0.0-0.5: |0.0-1.0: |0.0-5.5: |0.0-0.5: |0.0-6.7: |0.0-5.5:  | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  |5.5-6.7: |5.5-6.7: |5.0-6.7: |0.5-1.2: |0.5-1.2: |1.0-1.2: |5.5-6.7: |0.5-6.7: | --- |5.5-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Moist | | Wet  | --- | --- | --- |1.2-4.5: |1.2-4.5: |1.2-4.5: | --- | --- | --- | ---  | | | | Moist | Moist | Moist | | | |  | --- | --- | --- |4.5-6.7: |4.5-6.7: |4.5-6.7: | --- | --- | --- | ---  | | | | Wet | Wet | Wet | | | |  | | | | | | | | | | 187A: | | | | | | | | | |  Skanee----------|0.0-5.5: |0.0-5.5: |0.0-5.0: |0.0-0.5: |0.0-0.5: |0.0-1.0: |0.0-5.5: |0.0-0.5: |0.0-6.7: |0.0-5.5:  | Moist | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Moist | Moist  |5.5-6.7: |5.5-6.7: |5.0-6.7: |0.5-1.2: |0.5-1.2: |1.0-1.2: |5.5-6.7: |0.5-6.7: | --- |5.5-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Moist | | Wet  | --- | --- | --- |1.2-4.5: |1.2-4.5: |1.2-4.5: | --- | --- | --- | ---  | | | | Moist | Moist | Moist | | | |  | --- | --- | --- |4.5-6.7: |4.5-6.7: |4.5-6.7: | --- | --- | --- | ---  | | | | Wet | Wet | Wet | | | |  | | | | | | | | | |  Gay-------------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-1.5: |0.0-2.0: |0.0-1.0: |0.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Moist | Wet  | --- | --- | --- | --- | --- |0.5-6.7: |1.5-6.7: |2.0-6.7: |1.0-6.7: | ---  | | | | | | Wet | Wet | Wet | Wet |  | | | | | | | | | | 192B: | | | | | | | | | |  Nipissing-------|0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-3.2: |0.0-1.0: |0.0-1.5: |0.0-3.2: |0.0-3.2:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |1.0-3.2: |1.5-3.2: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | |  Arcadian--------|0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0: |0.0-1.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | | | | | | | | | |  Rock outcrop. | | | | | | | | | |  | | | | | | | | | | 
Table 18.--Soil Moisture Status by Depth--Continued ________________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and soil name | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________

_

 | | | | | | | | | | 194B: | | | | | | | | | |  Copper Harbor---|0.0-5.0: |0.0-5.0: |0.0-2.5: |0.0-2.0: |0.0-2.0: |0.0-3.5: |0.0-1.5: |0.0-2.5: |0.0-4.5: |0.0-3.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  |5.0-6.7: |5.0-6.7: |2.5-6.7: |2.0-6.7: |2.0-6.7: |3.5-6.7: |1.5-4.5: |2.5-5.5: |4.5-6.7: |3.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Wet | Wet  | --- | --- | --- | --- | --- | --- |4.5-6.7: |5.5-6.7: | --- | ---  | | | | | | | Wet | Wet | |  | | | | | | | | | | 195B: | | | | | | | | | |  Copper Harbor---|0.0-5.0: |0.0-5.0: |0.0-2.5: |0.0-2.0: |0.0-2.0: |0.0-3.5: |0.0-1.5: |0.0-2.5: |0.0-4.5: |0.0-3.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  |5.0-6.7: |5.0-6.7: |2.5-6.7: |2.0-6.7: |2.0-6.7: |3.5-6.7: |1.5-4.5: |2.5-5.5: |4.5-6.7: |3.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Wet | Wet  | --- | --- | --- | --- | --- | --- |4.5-6.7: |5.5-6.7: | --- | ---  | | | | | | | Wet | Wet | |  | | | | | | | | | |  Bete Grise------|0.0-1.5: |0.0-1.5: |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  |1.5-6.7: |1.5-6.7: |1.0-6.7: |0.5-6.7: |0.5-6.7: |1.0-6.7: |2.0-6.7: |0.5-3.0: |2.0-6.7: |1.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Wet | Wet  | --- | --- | --- | --- | --- | --- | --- |3.0-6.7: | --- | ---  | | | | | | | | Wet | |  | | | | | | | | | | 196B: | | | | | | | | | |  Bete Grise------|0.0-1.5: |0.0-1.5: |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  |1.5-6.7: |1.5-6.7: |1.0-6.7: |0.5-6.7: |0.5-6.7: |1.0-6.7: |2.0-6.7: |0.5-3.0: |2.0-6.7: |1.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Wet | Wet  | --- | --- | --- | --- | --- | --- | --- |3.0-6.7: | --- | ---  | | | | | | | | Wet | |  | | | | | | | | | |  Tawas-----------|0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-6.7: |0.0-0.5: |0.0-1.0: |0.0-0.5: |0.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Moist | Moist | Wet  | --- | --- | --- | --- | --- | --- |0.5-6.7: |1.0-6.7: |0.5-6.7: | ---  | | | | | | | Wet | Wet | Wet |  | | | | | | | | | | 301: | | | | | | | | | |  Udorthents------|0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-1.0: |0.0-1.5: |0.0-7.0: |0.0-7.0:  | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |1.0-7.0: |1.5-7.0: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | |  Udipsamments----|0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-2.0: |0.0-3.0: |0.0-7.0: |0.0-7.0: 

 | Moist | Moist | Moist | Moist | Moist | Moist | Dry | Dry | Moist | Moist  | --- | --- | --- | --- | --- | --- |2.0-7.0: |3.0-7.0: | --- | ---  | | | | | | | Moist | Moist | |  | | | | | | | | | | 
Table 18.--Soil Moisture Status by Depth--Continued _______________________________________________________________________________________________________________________________

 | | | | | | | | | |  Map symbol | January | February | March | April | May | June | July | August |September | October  and soil name | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________ | | | | | | | | | | 302: | | | | | | | | | |  Histosols-------|0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0:  | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | |  Aquents---------|0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0:  | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | | 303: | | | | | | | | | |  Aquents---------|0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0: |0.0-7.0:  | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Wet  | | | | | | | | | |  Dumps, stamp | | | | | | | | | |  sand-----------|0.0-1.5: |0.0-1.5: |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  |1.5-6.7: |1.5-6.7: |1.0-6.7: |0.5-6.7: |0.5-6.7: |1.0-6.7: |2.0-6.7: |0.5-3.0: |2.0-6.7: |1.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Wet | Wet  | --- | --- | --- | --- | --- | --- | --- |3.0-6.7: | --- | ---  | | | | | | | | Wet | |  | | | | | | | | | | 310. | | | | | | | | | |  Dumps, mine | | | | | | | | | |  | | | | | | | | | | 311: | | | | | | | | | |  Dumps, stamp | | | | | | | | | |  sand-----------|0.0-1.5: |0.0-1.5: |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  |1.5-6.7: |1.5-6.7: |1.0-6.7: |0.5-6.7: |0.5-6.7: |1.0-6.7: |2.0-6.7: |0.5-3.0: |2.0-6.7: |1.0-6.7:  | Wet | Wet | Wet | Wet | Wet | Wet | Wet | Moist | Wet | Wet  | --- | --- | --- | --- | --- | --- | --- |3.0-6.7: | --- | ---  | | | | | | | | Wet | |  | | | | | | | | | | 312. | | | | | | | | | |  Pits | | | | | | | | | |  | | | | | | | | | | 313. | | | | | | | | | |  Dumps, sawdust | | | | | | | | | |  | | | | | | | | | | W. | | | | | | | | | |  Water | | | | | | | | | |  | | | | | | | | | | _______________________________________________________________________________________________________________________________
Keweenaw County Area, Michigan 569

Table 19.--Water Features

(See text for definitions of terms used in this table. Estimates of the frequency of ponding and flooding apply to

 the whole year rather than to individual months. Absence of an entry indicates that the feature is not a

 concern or that data were not estimated)

___________________________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding ____________________________________________________________________________

 Map symbol |Hydro-|Months | Upper | Lower | Kind |Surface| Duration |Frequency | Duration |Frequency

 and soil name |logic | | limit | limit | | water | | | |

 |group | | | | | depth | | | | ___________________________________________________________________________________________________________________

 | | | Ft | Ft | | Ft | | | |

 | | | | | | | | | |

2: | | | | | | | | | |

 Lupton----------------| A/D |Jan-Feb| 0.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | |Apr-May| 0.0 | >6.0 |Apparent|0.0-0.5| Long | Frequent | --- | None

 | | Jun | 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | | Jul | 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Oct-Nov| 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | | Dec | 0.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

 Tawas-----------------| A/D |Jan-Feb| 0.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | |Apr-May| 0.0 | >6.0 |Apparent|0.0-0.5| Long | Frequent | --- | None

 | | Jun | 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | | Jul | 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Oct-Nov| 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | | Dec | 0.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

3: | | | | | | | | | |

 Dawson----------------| A/D |Jan-Mar| 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | |Apr-May| 0.0 | >6.0 |Apparent|0.0-1.0| Long | Frequent | --- | None

 | | Jun | 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | |Jul-Aug| 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 0.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Oct | 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | | Nov | 0.0 | >6.0 |Apparent|0.0-0.5| Long | Frequent | --- | None

 | | Dec | 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | | | | | | | | | |

 Loxley----------------| A/D |Jan-Mar| 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | |Apr-May| 0.0 | >6.0 |Apparent|0.0-1.0| Long | Frequent | --- | None

 | | Jun | 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | |Jul-Aug| 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 0.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Oct | 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | | Nov | 0.0 | >6.0 |Apparent|0.0-0.5| Long | Frequent | --- | None

 | | Dec | 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | | | | | | | | | |

6: | | | | | | | | | |

 Skandia---------------| D |Jan-Feb| 0.0 |2.6-2.6|Perched | --- | --- | None | --- | None

 | | Mar | 0.0 |2.6-2.6|Perched |0.0-0.5| Brief | Frequent | --- | None

 | |Apr-May| 0.0 |2.6-2.6|Perched |0.0-0.5| Long | Frequent | --- | None

 | | Jun | 0.0 |2.6-2.6|Perched |0.0-0.5| Brief | Frequent | --- | None

 | | Jul | 0.5 |2.6-2.6|Perched | --- | --- | None | --- | None

 | | Aug | 1.0 |2.6-2.6|Perched | --- | --- | None | --- | None

 | | Sep | 0.5 |2.6-2.6|Perched | --- | --- | None | --- | None

 | |Oct-Nov| 0.0 |2.6-2.6|Perched |0.0-0.5| Brief | Frequent | --- | None

 | | Dec | 0.0 |2.6-2.6|Perched | --- | --- | None | --- | None

 | | | | | | | | | |

 Burt------------------| D |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | >6.0 | >6.0 | --- | --- | Brief |Occasional| --- | None

 | |Apr-May| >6.0 | >6.0 | --- | --- | Long | Frequent | --- | None

 | |Jun-Sep| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | |Oct-Nov| >6.0 | >6.0 | --- | --- | Brief | Frequent | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |
570 Soil Survey of

Table 19.--Water Features--Continued

___________________________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding ____________________________________________________________________________

 Map symbol |Hydro-|Months | Upper | Lower | Kind |Surface| Duration |Frequency | Duration |Frequency

 and soil name |logic | | limit | limit | | water | | | |

 |group | | | | | depth | | | | ___________________________________________________________________________________________________________________

 | | | Ft | Ft | | Ft | | | |

 | | | | | | | | | |

10: | | | | | | | | | |

 Cathro----------------| A/D |Jan-Feb| 0.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | |Apr-May| 0.0 | >6.0 |Apparent|0.0-0.5| Long | Frequent | --- | None

 | | Jun | 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | | Jul | 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Oct-Nov| 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | | Dec | 0.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

 Sabattis--------------| B/D |Jan-Feb| 0.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 0.0 | >6.0 |Apparent|0.5-0.5| Brief |Occasional| --- | None

 | |Apr-May| 0.0 | >6.0 |Apparent|0.5-0.5| Long | Frequent | --- | None

 | | Jun | 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jul | 1.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Oct | 0.0 | >6.0 |Apparent| --- | Brief | Frequent | --- | None

 | | Nov | 0.0 | >6.0 |Apparent|0.5-0.5| Brief | Frequent | --- | None

 | | Dec | 0.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

13: | | | | | | | | | |

 Tawas-----------------| A/D |Jan-Feb| 0.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | |Apr-May| 0.0 | >6.0 |Apparent|0.0-0.5| Long | Frequent | --- | None

 | | Jun | 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | | Jul | 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Oct-Nov| 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | | Dec | 0.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

 Deford----------------| A/D |Jan-Feb| 0.0 | >6.0 |Apparent| --- | --- | --- | --- | None

 | | Mar | 0.0 | >6.0 |Apparent|0.0-0.5| Brief |Occasional| --- | None

 | |Apr-May| 0.0 | >6.0 |Apparent|0.0-0.5| Long | Frequent | --- | None

 | | Jun |.5-49.7| >6.0 |Apparent| --- | --- | --- | --- | None

 | | Jul | 1.5 | >6.0 |Apparent| --- | --- | --- | --- | None

 | | Aug | 2.0 | >6.0 |Apparent| --- | --- | --- | --- | None

 | | Sep | 1.0 | >6.0 |Apparent| --- | --- | --- | --- | None

 | |Oct-Nov| 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | | Dec | 0.0 | >6.0 |Apparent| --- | --- | --- | --- | None

 | | | | | | | | | |

15B: | | | | | | | | | |

 Dawson----------------| A/D |Jan-Mar| 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | |Apr-May| 0.0 | >6.0 |Apparent|0.0-1.0| Long | Frequent | --- | None

 | | Jun | 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | |Jul-Aug| 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 0.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Oct | 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | | Nov | 0.0 | >6.0 |Apparent|0.0-0.5| Long | Frequent | --- | None

 | | Dec | 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | | | | | | | | | |

 Croswell--------------| A |Jan-Feb| 5.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 2.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Apr-May| 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jun | 3.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jul | 4.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 4.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Oct-Nov| 3.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Dec | 4.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |
Keweenaw County Area, Michigan 571

Table 19.--Water Features--Continued

___________________________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding ____________________________________________________________________________

 Map symbol |Hydro-|Months | Upper | Lower | Kind |Surface| Duration |Frequency | Duration |Frequency

 and soil name |logic | | limit | limit | | water | | | |

 |group | | | | | depth | | | | ___________________________________________________________________________________________________________________

 | | | Ft | Ft | | Ft | | | |

 | | | | | | | | | |

20E. | | | | | | | | | |

 Rock outcrop | | | | | | | | | |

 | | | | | | | | | |

21G: | | | | | | | | | |

 Rock outcrop. | | | | | | | | | |

 | | | | | | | | | |

 Arcadian--------------| D |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

39A: | | | | | | | | | |

 Betsy Bay-------------| B |Jan-Feb| 1.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Apr-May| 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jun | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jul | 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 3.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Oct-Nov| 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Dec | 1.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

 Burt------------------| D |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | >6.0 | >6.0 | --- | --- | Brief |Occasional| --- | None

 | |Apr-May| >6.0 | >6.0 | --- | --- | Long | Frequent | --- | None

 | |Jun-Sep| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | |Oct-Nov| >6.0 | >6.0 | --- | --- | Brief | Frequent | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Deford----------------| A/D |Jan-Feb| 0.0 | >6.0 |Apparent| --- | --- | --- | --- | None

 | | Mar | 0.0 | >6.0 |Apparent|0.0-0.5| Brief |Occasional| --- | None

 | |Apr-May| 0.0 | >6.0 |Apparent|0.0-0.5| Long | Frequent | --- | None

 | | Jun |.5-49.7| >6.0 |Apparent| --- | --- | --- | --- | None

 | | Jul | 1.5 | >6.0 |Apparent| --- | --- | --- | --- | None

 | | Aug | 2.0 | >6.0 |Apparent| --- | --- | --- | --- | None

 | | Sep | 1.0 | >6.0 |Apparent| --- | --- | --- | --- | None

 | |Oct-Nov| 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | | Dec | 0.0 | >6.0 |Apparent| --- | --- | --- | --- | None

 | | | | | | | | | |

47A: | | | | | | | | | |

 Zeba------------------| B |Jan-Feb| 2.0 |2.8-2.8|Perched | --- | --- | None | --- | None

 | | Mar | 1.5 |2.8-2.8|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |2.8-2.8|Perched | --- | --- | None | --- | None

 | | May | 0.5 |2.8-2.8|Perched | --- | --- | None | --- | None

 | | Jun | 2.0 |2.8-2.8|Perched | --- | --- | None | --- | None

 | | Jul | 2.5 |2.8-2.8|Perched | --- | --- | None | --- | None

 | | Aug | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Sep | 2.5 |2.8-2.8|Perched | --- | --- | None | --- | None

 | |Oct-Nov| 1.0 |2.8-2.8|Perched | --- | --- | None | --- | None

 | | Dec | 1.5 |2.8-2.8|Perched | --- | --- | None | --- | None

 | | | | | | | | | |

 Jacobsville-----------| D |Jan-Feb| 0.0 |3.0-3.0|Perched | --- | --- | None | --- | None

 | | Mar | 0.0 |3.0-3.0|Perched |0.5-0.5| Brief |Occasional| --- | None

 | |Apr-May| 0.0 |3.0-3.0|Perched |0.5-0.5| Long | Frequent | --- | None

 | | Jun | 0.5 |3.0-3.0|Perched | --- | --- | None | --- | None

 | | Jul | 1.0 |3.0-3.0|Perched | --- | --- | None | --- | None

 | | Aug | 2.0 |3.0-3.0|Perched | --- | --- | None | --- | None

 | | Sep | 1.5 |3.0-3.0|Perched | --- | --- | None | --- | None

 | |Oct-Nov| 0.0 |3.0-3.0|Perched |0.5-0.5| Brief | Frequent | --- | None

 | | Dec | 0.0 |3.0-3.0|Perched | --- | --- | None | --- | None

 | | | | | | | | | |
572 Soil Survey of

Table 19.--Water Features--Continued

___________________________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding ____________________________________________________________________________

 Map symbol |Hydro-|Months | Upper | Lower | Kind |Surface| Duration |Frequency | Duration |Frequency

 and soil name |logic | | limit | limit | | water | | | |

 |group | | | | | depth | | | | ___________________________________________________________________________________________________________________

 | | | Ft | Ft | | Ft | | | |

 | | | | | | | | | |

51C: | | | | | | | | | |

 Arcadian--------------| D |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Nipissing-------------| B |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Rock outcrop. | | | | | | | | | |

 | | | | | | | | | |

51E: | | | | | | | | | |

 Arcadian--------------| D |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Nipissing-------------| B |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Rock outcrop. | | | | | | | | | |

 | | | | | | | | | |

52C: | | | | | | | | | |

 Arcadian--------------| D |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Dishno----------------| C |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 2.0 |3.8-3.8|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |3.8-3.8|Perched | --- | --- | None | --- | None

 | | May | 1.5 |3.8-3.8|Perched | --- | --- | None | --- | None

 | |Jun-Sep| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Oct | 1.0 |3.8-3.8|Perched | --- | --- | None | --- | None

 | | Nov | 2.0 |3.8-3.8|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Rock outcrop. | | | | | | | | | |

 | | | | | | | | | |

52E: | | | | | | | | | |

 Arcadian--------------| D |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Dishno----------------| C |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 2.0 |3.8-3.8|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |3.8-3.8|Perched | --- | --- | None | --- | None

 | | May | 1.5 |3.8-3.8|Perched | --- | --- | None | --- | None

 | |Jun-Sep| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Oct | 1.0 |3.8-3.8|Perched | --- | --- | None | --- | None

 | | Nov | 2.0 |3.8-3.8|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Rock outcrop. | | | | | | | | | |

 | | | | | | | | | |

53E: | | | | | | | | | |

 Arcadian--------------| D |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Michigamme------------| C |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Rock outcrop. | | | | | | | | | |

 | | | | | | | | | |

53F: | | | | | | | | | |

 Arcadian--------------| D |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Michigamme------------| C |Jan-Nov| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | --- | --- | None

 | | | | | | | | | |

 Rock outcrop. | | | | | | | | | |

 | | | | | | | | | |
Keweenaw County Area, Michigan 573

Table 19.--Water Features--Continued

___________________________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding ____________________________________________________________________________

 Map symbol |Hydro-|Months | Upper | Lower | Kind |Surface| Duration |Frequency | Duration |Frequency

 and soil name |logic | | limit | limit | | water | | | |

 |group | | | | | depth | | | | ___________________________________________________________________________________________________________________

 | | | Ft | Ft | | Ft | | | |

 | | | | | | | | | |

55B: | | | | | | | | | |

 Chocolay--------------| A |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 2.0 |2.3-2.3|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |2.3-2.3|Perched | --- | --- | None | --- | None

 | | May | 1.5 |2.3-2.3|Perched | --- | --- | None | --- | None

 | |Jun-Sep| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Oct | 1.0 |2.3-2.3|Perched | --- | --- | None | --- | None

 | | Nov | 1.5 |2.3-2.3|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

100B: | | | | | | | | | |

 Waiska----------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

100D: | | | | | | | | | |

 Waiska----------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

102C: | | | | | | | | | |

 Waiska----------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Garlic----------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

102E: | | | | | | | | | |

 Waiska----------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Garlic----------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

102F: | | | | | | | | | |

 Waiska----------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Garlic----------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

110B: | | | | | | | | | |

 Shelldrake------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Croswell--------------| A |Jan-Feb| 5.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 2.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Apr-May| 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jun | 3.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jul | 4.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 4.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Oct-Nov| 3.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Dec | 4.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

111B: | | | | | | | | | |

 Deer Park-------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

111D: | | | | | | | | | |

 Deer Park-------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

111E: | | | | | | | | | |

 Deer Park-------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

111F: | | | | | | | | | |

 Deer Park-------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

112C: | | | | | | | | | |

 Deer Park-------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |
574 Soil Survey of

Table 19.--Water Features--Continued

___________________________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding ____________________________________________________________________________

 Map symbol |Hydro-|Months | Upper | Lower | Kind |Surface| Duration |Frequency | Duration |Frequency

 and soil name |logic | | limit | limit | | water | | | |

 |group | | | | | depth | | | | ___________________________________________________________________________________________________________________

 | | | Ft | Ft | | Ft | | | |

 | | | | | | | | | |

112C: | | | | | | | | | |

 Croswell--------------| A |Jan-Feb| 5.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 2.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Apr-May| 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jun | 3.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jul | 4.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 4.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Oct-Nov| 3.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Dec | 4.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

113C: | | | | | | | | | |

 Rubicon---------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Croswell--------------| A |Jan-Feb| 5.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 2.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Apr-May| 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jun | 3.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jul | 4.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 4.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Oct-Nov| 3.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Dec | 4.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

120B: | | | | | | | | | |

 Garlic----------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

120D: | | | | | | | | | |

 Garlic----------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

120E: | | | | | | | | | |

 Garlic----------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

125A: | | | | | | | | | |

 Croswell--------------| A |Jan-Feb| 5.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 2.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Apr-May| 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jun | 3.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jul | 4.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 4.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Oct-Nov| 3.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Dec | 4.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

 Au Gres---------------| B |Jan-Feb| 1.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Apr-May| 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jun | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jul | 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 3.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Oct-Nov| 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Dec | 1.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |
Keweenaw County Area, Michigan 575

Table 19.--Water Features--Continued

___________________________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding ____________________________________________________________________________

 Map symbol |Hydro-|Months | Upper | Lower | Kind |Surface| Duration |Frequency | Duration |Frequency

 and soil name |logic | | limit | limit | | water | | | |

 |group | | | | | depth | | | | ___________________________________________________________________________________________________________________

 | | | Ft | Ft | | Ft | | | |

 | | | | | | | | | |

126B: | | | | | | | | | |

 Au Gres---------------| B |Jan-Feb| 1.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Apr-May| 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jun | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jul | 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 3.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Oct-Nov| 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Dec | 1.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

 Deford----------------| A/D |Jan-Feb| 0.0 | >6.0 |Apparent| --- | --- | --- | --- | None

 | | Mar | 0.0 | >6.0 |Apparent|0.0-0.5| Brief |Occasional| --- | None

 | |Apr-May| 0.0 | >6.0 |Apparent|0.0-0.5| Long | Frequent | --- | None

 | | Jun |.5-49.7| >6.0 |Apparent| --- | --- | --- | --- | None

 | | Jul | 1.5 | >6.0 |Apparent| --- | --- | --- | --- | None

 | | Aug | 2.0 | >6.0 |Apparent| --- | --- | --- | --- | None

 | | Sep | 1.0 | >6.0 |Apparent| --- | --- | --- | --- | None

 | |Oct-Nov| 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | | Dec | 0.0 | >6.0 |Apparent| --- | --- | --- | --- | None

 | | | | | | | | | |

 Croswell--------------| A |Jan-Feb| 5.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 2.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Apr-May| 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jun | 3.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jul | 4.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 4.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Oct-Nov| 3.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Dec | 4.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

127A: | | | | | | | | | |

 Au Gres---------------| B |Jan-Feb| 1.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Apr-May| 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jun | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jul | 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 3.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Oct-Nov| 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Dec | 1.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

 Kinross---------------| A/D |Jan-Feb| 0.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 0.0 | >6.0 |Apparent|0.5-0.5| Brief |Occasional| --- | None

 | |Apr-May| 0.0 | >6.0 |Apparent|0.5-0.5| Long | Frequent | --- | None

 | | Jun | 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jul | 1.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Oct | 0.0 | >6.0 |Apparent| --- | Brief | Frequent | --- | None

 | | Nov | 0.0 | >6.0 |Apparent|0.5-0.5| Brief | Frequent | --- | None

 | | Dec | 0.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

130C: | | | | | | | | | |

 Garlic----------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Alcona----------------| B |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |
576 Soil Survey of

Table 19.--Water Features--Continued

___________________________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding ____________________________________________________________________________

 Map symbol |Hydro-|Months | Upper | Lower | Kind |Surface| Duration |Frequency | Duration |Frequency

 and soil name |logic | | limit | limit | | water | | | |

 |group | | | | | depth | | | | ___________________________________________________________________________________________________________________

 | | | Ft | Ft | | Ft | | | |

 | | | | | | | | | |

130E: | | | | | | | | | |

 Garlic----------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Alcona----------------| B |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

133C: | | | | | | | | | |

 Keweenaw--------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Garlic----------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

133E: | | | | | | | | | |

 Keweenaw--------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Garlic----------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

133F: | | | | | | | | | |

 Keweenaw--------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Garlic----------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

136B: | | | | | | | | | |

 Borgstrom-------------| B |Jan-Feb| 5.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 2.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Apr-May| 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jun | 3.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jul | 4.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 4.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Oct-Nov| 3.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Dec | 4.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

 Ingalls---------------| B |Jan-Feb| 1.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Apr-May| 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jun | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jul | 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 3.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Oct-Nov| 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Dec | 1.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

142C: | | | | | | | | | |

 Wallace---------------| B |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Rubicon---------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

142F: | | | | | | | | | |

 Wallace---------------| B |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Rubicon---------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

155C: | | | | | | | | | |

 Montreal--------------| C |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | May | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | |Jun-Oct| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Nov | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |
Keweenaw County Area, Michigan 577

Table 19.--Water Features--Continued

___________________________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding ____________________________________________________________________________

 Map symbol |Hydro-|Months | Upper | Lower | Kind |Surface| Duration |Frequency | Duration |Frequency

 and soil name |logic | | limit | limit | | water | | | |

 |group | | | | | depth | | | | ___________________________________________________________________________________________________________________

 | | | Ft | Ft | | Ft | | | |

 | | | | | | | | | |

155C: | | | | | | | | | |

 Paavola---------------| B |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 1.5 |2.6-2.6|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |2.6-2.6|Perched | --- | --- | None | --- | None

 | | May | 1.5 |2.6-2.6|Perched | --- | --- | None | --- | None

 | |Jun-Sep| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Oct | 2.0 |2.6-2.6|Perched | --- | --- | None | --- | None

 | | Nov | 1.5 |2.6-2.6|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Waiska----------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

155E: | | | | | | | | | |

 Montreal--------------| C |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | May | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | |Jun-Oct| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Nov | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Paavola---------------| B |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 1.5 |2.6-2.6|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |2.6-2.6|Perched | --- | --- | None | --- | None

 | | May | 1.5 |2.6-2.6|Perched | --- | --- | None | --- | None

 | |Jun-Sep| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Oct | 2.0 |2.6-2.6|Perched | --- | --- | None | --- | None

 | | Nov | 1.5 |2.6-2.6|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Waiska----------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

158A: | | | | | | | | | |

 Arnheim---------------| D |Jan-Feb| 0.0 | >6.0 |Apparent| --- | --- | --- | --- | ---

 | |Mar-May| 0.0 | >6.0 |Apparent| --- | --- | --- | Long | Frequent

 | | Jun | 0.5 | >6.0 |Apparent|0.0-0.5| Brief |Occasional| --- | ---

 | | Jul | 1.0 | >6.0 |Apparent|0.0-0.5| Brief |Occasional| --- | ---

 | | Aug | 2.0 | >6.0 |Apparent|0.0-0.5| Brief |Occasional| --- | ---

 | | Sep | 1.5 | >6.0 |Apparent|0.0-0.5| Long | Frequent | --- | ---

 | | Oct | 0.5 | >6.0 |Apparent|0.0-0.5| Long | Frequent | --- | ---

 | | Nov | 0.0 | >6.0 |Apparent|0.0-0.5| Long | Frequent | --- | ---

 | | Dec | 0.0 | >6.0 |Apparent| --- | --- | --- | --- | ---

 | | | | | | | | | |

 Sturgeon--------------| B |Jan-Feb| 1.5 | >6.0 |Apparent| --- | --- | None | --- | ---

 | | Mar | 1.0 | >6.0 |Apparent| --- | --- | None | Brief |Occasional

 | |Apr-May| 0.5 | >6.0 |Apparent| --- | --- | None | Brief |Occasional

 | | Jun | 1.0 | >6.0 |Apparent| --- | --- | None | --- | ---

 | | Jul | 2.0 | >6.0 |Apparent| --- | --- | None | --- | ---

 | | Aug | 3.0 | >6.0 |Apparent| --- | --- | None | --- | ---

 | | Sep | 2.0 | >6.0 |Apparent| --- | --- | None | --- | ---

 | |Oct-Nov| 1.0 | >6.0 |Apparent| --- | --- | None | --- | ---

 | | Dec | 1.5 | >6.0 |Apparent| --- | --- | None | --- | ---

 | | | | | | | | | |

 Pelkie----------------| A |Jan-Feb| 5.0 | >6.0 |Apparent| --- | --- | None | --- | ---

 | | Mar | 2.5 | >6.0 |Apparent| --- | --- | None | Brief |Occasional

 | |Apr-May| 2.0 | >6.0 |Apparent| --- | --- | None | Brief |Occasional

 | | Jun | 3.5 | >6.0 |Apparent| --- | --- | None | --- | ---

 | | Jul | 4.5 | >6.0 |Apparent| --- | --- | None | --- | ---

 | | Aug | 5.5 | >6.0 |Apparent| --- | --- | None | --- | ---

 | | Sep | 4.5 | >6.0 |Apparent| --- | --- | None | --- | ---

 | |Oct-Nov| 3.0 | >6.0 |Apparent| --- | --- | None | --- | ---

 | | Dec | 4.5 | >6.0 |Apparent| --- | --- | None | --- | ---

 | | | | | | | | | |
578 Soil Survey of

Table 19.--Water Features--Continued

___________________________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding ____________________________________________________________________________

 Map symbol |Hydro-|Months | Upper | Lower | Kind |Surface| Duration |Frequency | Duration |Frequency

 and soil name |logic | | limit | limit | | water | | | |

 |group | | | | | depth | | | | ___________________________________________________________________________________________________________________

 | | | Ft | Ft | | Ft | | | |

 | | | | | | | | | |

161F: | | | | | | | | | |

 Trimountain-----------| B |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Lac La Belle----------| C |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Waiska----------------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

162F: | | | | | | | | | |

 Trimountain-----------| B |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Lac La Belle----------| C |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Michigamme------------| C |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

166B: | | | | | | | | | |

 Gratiot---------------| C |Jan-Feb| 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | Mar | 5.0 | >6.0 |Apparent| | | | |

 | |Apr-May| 4.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Apr-May| 0.5 |1.7-1.7|Perched | | | | |

 | | Jun | 1.0 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | Jun | 4.5 | >6.0 |Apparent| | | | |

 | | Jul | 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Aug-Sep| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Oct | 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Nov | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | Nov | 5.5 | >6.0 |Apparent| | | | |

 | | Dec | 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

 Sabattis--------------| B/D |Jan-Feb| 0.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 0.0 | >6.0 |Apparent|0.5-0.5| Brief |Occasional| --- | None

 | |Apr-May| 0.0 | >6.0 |Apparent|0.5-0.5| Long | Frequent | --- | None

 | | Jun | 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jul | 1.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Oct | 0.0 | >6.0 |Apparent| --- | Brief | Frequent | --- | None

 | | Nov | 0.0 | >6.0 |Apparent|0.5-0.5| Brief | Frequent | --- | None

 | | Dec | 0.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

173C: | | | | | | | | | |

 Montreal--------------| B |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | May | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | |Jun-Oct| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Nov | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Paavola---------------| B |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 1.5 |2.6-2.6|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |2.6-2.6|Perched | --- | --- | None | --- | None

 | | May | 1.5 |2.6-2.6|Perched | --- | --- | None | --- | None

 | |Jun-Sep| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Oct | 2.0 |2.6-2.6|Perched | --- | --- | None | --- | None

 | | Nov | 1.5 |2.6-2.6|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |
Keweenaw County Area, Michigan 579

Table 19.--Water Features--Continued

___________________________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding ____________________________________________________________________________

 Map symbol |Hydro-|Months | Upper | Lower | Kind |Surface| Duration |Frequency | Duration |Frequency

 and soil name |logic | | limit | limit | | water | | | |

 |group | | | | | depth | | | | ___________________________________________________________________________________________________________________

 | | | Ft | Ft | | Ft | | | |

 | | | | | | | | | |

173C: | | | | | | | | | |

 Dishno----------------| C |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 2.0 |3.8-3.8|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |3.8-3.8|Perched | --- | --- | None | --- | None

 | | May | 1.5 |3.8-3.8|Perched | --- | --- | None | --- | None

 | |Jun-Sep| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Oct | 1.0 |3.8-3.8|Perched | --- | --- | None | --- | None

 | | Nov | 2.0 |3.8-3.8|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

173E: | | | | | | | | | |

 Montreal--------------| C |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | May | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | |Jun-Oct| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Nov | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Paavola---------------| B |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 1.5 |2.6-2.6|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |2.6-2.6|Perched | --- | --- | None | --- | None

 | | May | 1.5 |2.6-2.6|Perched | --- | --- | None | --- | None

 | |Jun-Sep| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Oct | 2.0 |2.6-2.6|Perched | --- | --- | None | --- | None

 | | Nov | 1.5 |2.6-2.6|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Dishno----------------| C |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 2.0 |3.8-3.8|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |3.8-3.8|Perched | --- | --- | None | --- | None

 | | May | 1.5 |3.8-3.8|Perched | --- | --- | None | --- | None

 | |Jun-Sep| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Oct | 1.0 |3.8-3.8|Perched | --- | --- | None | --- | None

 | | Nov | 2.0 |3.8-3.8|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

174B: | | | | | | | | | |

 Montreal--------------| C |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | May | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | |Jun-Oct| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Nov | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Dishno----------------| C |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 2.0 |3.8-3.8|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |3.8-3.8|Perched | --- | --- | None | --- | None

 | | May | 1.5 |3.8-3.8|Perched | --- | --- | None | --- | None

 | |Jun-Sep| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Oct | 1.0 |3.8-3.8|Perched | --- | --- | None | --- | None

 | | Nov | 2.0 |3.8-3.8|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |
580 Soil Survey of

Table 19.--Water Features--Continued

___________________________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding ____________________________________________________________________________

 Map symbol |Hydro-|Months | Upper | Lower | Kind |Surface| Duration |Frequency | Duration |Frequency

 and soil name |logic | | limit | limit | | water | | | |

 |group | | | | | depth | | | | ___________________________________________________________________________________________________________________

 | | | Ft | Ft | | Ft | | | |

 | | | | | | | | | |

174B: | | | | | | | | | |

 Gratiot---------------| C |Jan-Feb| 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 5.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 1.5 |1.7-1.7|Perched | | | | |

 | |Apr-May| 0.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | |Apr-May| 4.5 | >6.0 |Apparent| | | | |

 | | Jun | 1.0 |1.7-1.7|Perched | --- | --- | None | --- | None

 | |Apr-Jun| 4.5 | >6.0 |Apparent| | | | |

 | | Jul | 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Aug-Sep| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Oct | 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Nov | 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Nov | 1.5 |1.7-1.7|Perched | | | | |

 | | Dec | 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

177A: | | | | | | | | | |

 Assinins--------------| B |Jan-Feb| 1.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Apr-May| 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jun | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jul | 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 3.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Oct-Nov| 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Dec | 1.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

183C: | | | | | | | | | |

 Munising--------------| B |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | May | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | |Jun-Oct| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Nov | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Abbaye----------------| B |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 2.0 |2.7-2.7|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |2.7-2.7|Perched | --- | --- | None | --- | None

 | | May | 2.0 |2.7-2.7|Perched | --- | --- | None | --- | None

 | |Jun-Sep| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Oct | 1.0 |2.7-2.7|Perched | --- | --- | None | --- | None

 | | Nov | 2.0 |2.7-2.7|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Yalmer----------------| B |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 1.5 |2.0-2.0|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |2.0-2.0|Perched | --- | --- | None | --- | None

 | | May | 1.5 |2.0-2.0|Perched | --- | --- | None | --- | None

 | |Jun-Oct| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Nov | 1.5 |2.0-2.0|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

183E: | | | | | | | | | |

 Munising--------------| B |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | May | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | |Jun-Oct| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Nov | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |
Keweenaw County Area, Michigan 581

Table 19.--Water Features--Continued

___________________________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding ____________________________________________________________________________

 Map symbol |Hydro-|Months | Upper | Lower | Kind |Surface| Duration |Frequency | Duration |Frequency

 and soil name |logic | | limit | limit | | water | | | |

 |group | | | | | depth | | | | ___________________________________________________________________________________________________________________

 | | | Ft | Ft | | Ft | | | |

 | | | | | | | | | |

183E: | | | | | | | | | |

 Abbaye----------------| B |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 2.0 |2.7-2.7|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |2.7-2.7|Perched | --- | --- | None | --- | None

 | | May | 2.0 |2.7-2.7|Perched | --- | --- | None | --- | None

 | |Jun-Sep| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Oct | 1.0 |2.7-2.7|Perched | --- | --- | None | --- | None

 | | Nov | 2.0 |2.7-2.7|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Yalmer----------------| B |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 1.5 |2.0-2.0|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |2.0-2.0|Perched | --- | --- | None | --- | None

 | | May | 1.5 |2.0-2.0|Perched | --- | --- | None | --- | None

 | |Jun-Oct| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Nov | 1.5 |2.0-2.0|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

184C: | | | | | | | | | |

 Munising--------------| B |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | May | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | |Jun-Oct| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Nov | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Yalmer----------------| B |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 1.5 |2.0-2.0|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |2.0-2.0|Perched | --- | --- | None | --- | None

 | | May | 1.5 |2.0-2.0|Perched | --- | --- | None | --- | None

 | |Jun-Oct| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Nov | 1.5 |2.0-2.0|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

184E: | | | | | | | | | |

 Munising--------------| B |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | May | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | |Jun-Oct| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Nov | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Yalmer----------------| B |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 1.5 |2.0-2.0|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |2.0-2.0|Perched | --- | --- | None | --- | None

 | | May | 1.5 |2.0-2.0|Perched | --- | --- | None | --- | None

 | |Jun-Oct| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Nov | 1.5 |2.0-2.0|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

185B: | | | | | | | | | |

 Munising--------------| B |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | May | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | |Jun-Oct| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Nov | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |
582 Soil Survey of

Table 19.--Water Features--Continued

___________________________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding ____________________________________________________________________________

 Map symbol |Hydro-|Months | Upper | Lower | Kind |Surface| Duration |Frequency | Duration |Frequency

 and soil name |logic | | limit | limit | | water | | | |

 |group | | | | | depth | | | | ___________________________________________________________________________________________________________________

 | | | Ft | Ft | | Ft | | | |

 | | | | | | | | | |

185B: | | | | | | | | | |

 Skanee----------------| C |Jan-Feb| 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 5.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Apr-May| 0.5 |1.2-1.2|Perched | --- | --- | None | --- | None

 | |Apr-May| 4.5 | >6.0 |Apparent| | | | |

 | | Jun | 1.0 |1.2-1.2|Perched | --- | --- | None | --- | None

 | |Apr-Jun| 4.5 | >6.0 |Apparent| | | | |

 | | Jul | 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Aug-Sep| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | |Oct-Dec| 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

185C: | | | | | | | | | |

 Munising--------------| B |Jan-Feb| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Mar | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | Apr | 1.0 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | May | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | |Jun-Oct| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | Nov | 1.5 |1.7-1.7|Perched | --- | --- | None | --- | None

 | | Dec | >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Skanee----------------| C |Jan-Feb| 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 5.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Apr-May| 0.5 |1.2-1.2|Perched | --- | --- | None | --- | None

 | |Apr-May| 4.5 | >6.0 |Apparent| | | | |

 | | Jun | 1.0 |1.2-1.2|Perched | --- | --- | None | --- | None

 | |Apr-Jun| 4.5 | >6.0 |Apparent| | | | |

 | | Jul | 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Aug-Sep| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | |Oct-Dec| 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

187A: | | | | | | | | | |

 Skanee----------------| C |Jan-Feb| 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 5.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Apr-May| 0.5 |1.2-1.2|Perched | --- | --- | None | --- | None

 | |Apr-May| 4.5 | >6.0 |Apparent| | | | |

 | | Jun | 1.0 |1.2-1.2|Perched | --- | --- | None | --- | None

 | |Apr-Jun| 4.5 | >6.0 |Apparent| | | | |

 | | Jul | 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Aug-Sep| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | |Oct-Dec| 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

 Gay-------------------| B/D |Jan-Feb| 0.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 0.0 | >6.0 |Apparent|0.5-0.5| Brief |Occasional| --- | None

 | |Apr-May| 0.0 | >6.0 |Apparent|0.5-0.5| Long | Frequent | --- | None

 | | Jun | 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jul | 1.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Oct | 0.0 | >6.0 |Apparent| --- | Brief | Frequent | --- | None

 | | Nov | 0.0 | >6.0 |Apparent|0.5-0.5| Brief | Frequent | --- | None

 | | Dec | 0.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

192B: | | | | | | | | | |

 Nipissing-------------| B |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Arcadian--------------| D |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | --- | --- | None

 | | | | | | | | | |

 Rock outcrop. | | | | | | | | | |

 | | | | | | | | | |
Keweenaw County Area, Michigan 583

Table 19.--Water Features--Continued

___________________________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding ____________________________________________________________________________

 Map symbol |Hydro-|Months | Upper | Lower | Kind |Surface| Duration |Frequency | Duration |Frequency

 and soil name |logic | | limit | limit | | water | | | |

 |group | | | | | depth | | | | ___________________________________________________________________________________________________________________

 | | | Ft | Ft | | Ft | | | |

 | | | | | | | | | |

194B: | | | | | | | | | |

 Copper Harbor---------| A |Jan-Feb| 5.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 2.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Apr-May| 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jun | 3.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jul | 4.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 4.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Oct-Nov| 3.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Dec | 4.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

195B: | | | | | | | | | |

 Copper Harbor---------| A |Jan-Feb| 5.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 2.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Apr-May| 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jun | 3.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jul | 4.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 5.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 4.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Oct-Nov| 3.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Dec | 4.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

 Bete Grise------------| A |Jan-Feb| 1.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Apr-May| 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jun | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jul | 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 3.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Oct-Nov| 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Dec | 1.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

196B: | | | | | | | | | |

 Bete Grise------------| A |Jan-Feb| 1.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Apr-May| 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jun | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jul | 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 3.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Oct-Nov| 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Dec | 1.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

 Tawas-----------------| A/D |Jan-Feb| 0.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | |Apr-May| 0.0 | >6.0 |Apparent|0.0-0.5| Long | Frequent | --- | None

 | | Jun | 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | | Jul | 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Oct-Nov| 0.0 | >6.0 |Apparent|0.0-0.5| Brief | Frequent | --- | None

 | | Dec | 0.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

301: | | | | | | | | | |

 Udorthents------------| --- |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |

 Udipsamments----------| A |Jan-Dec| >6.0 | >6.0 | --- | --- | --- | None | --- | None

 | | | | | | | | | |
584 Soil Survey of

Table 19.--Water Features--Continued

___________________________________________________________________________________________________________________

 | | | Water table | Ponding | Flooding ____________________________________________________________________________

 Map symbol |Hydro-|Months | Upper | Lower | Kind |Surface| Duration |Frequency | Duration |Frequency

 and soil name |logic | | limit | limit | | water | | | |

 |group | | | | | depth | | | | ___________________________________________________________________________________________________________________

 | | | Ft | Ft | | Ft | | | |

 | | | | | | | | | |

302: | | | | | | | | | |

 Histosols-------------| D |Jan-Dec| 0.0 | >6.0 |Apparent|0.0-1.0|Very long | Frequent | --- | None

 | | | | | | | | | |

 Aquents---------------| D |Jan-Dec| 0.0 | >6.0 |Apparent|0.0-1.0|Very long | Frequent | --- | None

 | | | | | | | | | |

303: | | | | | | | | | |

 Aquents---------------| D |Jan-Dec| 0.0 | >6.0 |Apparent|0.0-1.0|Very long | Frequent | --- | None

 | | | | | | | | | |

 Dumps, stamp sand-----| A |Jan-Feb| 1.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Apr-May| 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jun | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jul | 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 3.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Oct-Nov| 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Dec | 1.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

310. | | | | | | | | | |

 Dumps, mine | | | | | | | | | |

 | | | | | | | | | |

311: | | | | | | | | | |

 Dumps, stamp sand-----| A |Jan-Feb| 1.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Mar | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Apr-May| 0.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jun | 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Jul | 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Aug | 3.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Sep | 2.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | |Oct-Nov| 1.0 | >6.0 |Apparent| --- | --- | None | --- | None

 | | Dec | 1.5 | >6.0 |Apparent| --- | --- | None | --- | None

 | | | | | | | | | |

312. | | | | | | | | | |

 Pits | | | | | | | | | |

 | | | | | | | | | |

313. | | | | | | | | | |

 Dumps, sawdust | | | | | | | | | |

 | | | | | | | | | |

W. | | | | | | | | | |

 Water | | | | | | | | | |

 | | | | | | | | | | ___________________________________________________________________________________________________________________
Table 20.--Soil Features (See text for definitions of terms used in this table. Absence of an entry indicates that the feature is not a 

 data were not estimated) _______________________________________________________________________________________________________________ | Restrictive layer | Subsidence | |  Map symbol |_____________________________________________________|_______________| Potential |___ and soil name | | Depth | | | | | for | U | Kind |to top |Thickness| Hardness |Initial| Total |frost action| _______________________________________________________________________________________________________________ | | In | In | | In | In | |  | | | | | | | | 2: | | | | | | | |  Lupton-----------------| --- | --- | --- | --- | 6-18 | 50-55 |High |Hig | | | | | | | |  Tawas------------------| --- | --- | --- | --- | 4-12 | 20-30 |High |Hig | | | | | | | | 3: | | | | | | | |  Dawson-----------------| --- | --- | --- | --- | --- | 30-36 |High |Hig | | | | | | | |  Loxley-----------------| --- | --- | --- | --- | 6-18 | 50-55 |High |Hig | | | | | | | | 6: | | | | | | | |  Skandia----------------|Bedrock (lithic) | 30-46 | --- |Indurated | 4-12 | 20-24 |High |Hig | | | | | | | |  Burt-------------------|Bedrock (lithic) | 12-20 | --- |Indurated | --- | --- |Moderate |Hig | | | | | | | | 10: | | | | | | | |  Cathro-----------------| --- | --- | --- | --- | 4-12 | 19-22 |High |Mod | | | | | | | |  Sabattis---------------| --- | --- | --- | --- | 0-2 | 2-3 |High |Hig | | | | | | | | 13: | | | | | | | |  Tawas------------------| --- | --- | --- | --- | 4-12 | 20-30 |High |Hig | | | | | | | |  Deford-----------------| --- | --- | --- | --- | 0-1 | 1-2 |Moderate |Low  | | | | | | | | 15B: | | | | | | | |  Dawson-----------------| --- | --- | --- | --- | --- | 30-36 |High |Hig | | | | | | | |  Croswell---------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 20E. | | | | | | | |  Rock outcrop | | | | | | | |  | | | | | | | | 21G: | | | | | | | |  Rock outcrop. | | | | | | | |  | | | | | | | |  Arcadian---------------|Bedrock (lithic) | 10-20 | --- |Indurated | --- | --- |Moderate |Low  | | | | | | | | 
Table 20.--Soil Features--Continued _______________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |_____________________________________________________|_______________| Potential |___ and soil name | | Depth | | | | | for | U | Kind |to top |Thickness| Hardness |Initial| Total |frost action| _______________________________________________________________________________________________________________ | | In | In | | In | In | |  | | | | | | | | 39A: | | | | | | | |  Betsy Bay--------------|Bedrock (lithic) | 30-50 | --- |Indurated | --- | --- |Moderate |Low  | | | | | | | |  Burt-------------------|Bedrock (lithic) | 12-20 | --- |Indurated | --- | --- |Moderate |Hig | | | | | | | |  Deford-----------------| --- | --- | --- | --- | 0-1 | 1-2 |Moderate |Low  | | | | | | | | 47A: | | | | | | | |  Zeba-------------------|Bedrock (lithic) | 26-36 | --- |Indurated | --- | --- |High |Mod | | | | | | | |  Jacobsville------------|Bedrock (lithic) | 20-36 | --- |Indurated | 0-1 | 1-2 |High |Hig | | | | | | | | 51C: | | | | | | | |  Arcadian---------------|Bedrock (lithic) | 10-20 | --- |Indurated | --- | --- |Moderate |Low  | | | | | | | |  Nipissing--------------|Bedrock (lithic) | 20-40 | --- |Indurated | --- | --- |Moderate |Low  | | | | | | | |  Rock outcrop. | | | | | | | |  | | | | | | | | 51E: | | | | | | | |  Arcadian---------------|Bedrock (lithic) | 10-20 | --- |Indurated | --- | --- |Moderate |Low  | | | | | | | |  Nipissing--------------|Bedrock (lithic) | 20-40 | --- |Indurated | --- | --- |Moderate |Low  | | | | | | | |  Rock outcrop. | | | | | | | |  | | | | | | | | 52C: | | | | | | | |  Arcadian---------------|Bedrock (lithic) | 10-20 | --- |Indurated | --- | --- |Moderate |Low  | | | | | | | |  Dishno-----------------|Bedrock (lithic) | 40-60 | --- |Indurated | --- | --- |Moderate |Mod | | | | | | | |  Rock outcrop. | | | | | | | |  | | | | | | | | 52E: | | | | | | | |  Arcadian---------------|Bedrock (lithic) | 10-20 | --- |Indurated | --- | --- |Moderate |Low  | | | | | | | |  Dishno-----------------|Bedrock (lithic) | 40-60 | --- |Indurated | --- | --- |Moderate |Mod | | | | | | | |  Rock outcrop. | | | | | | | |  | | | | | | | | 53E: | | | | | | | |  Arcadian---------------|Bedrock (lithic) | 10-20 | --- |Indurated | --- | --- |Moderate |Low  | | | | | | | |  Michigamme-------------|Bedrock (lithic) | 22-40 | --- |Indurated | --- | --- |Moderate |Low  | | | | | | | |  Rock outcrop. | | | | | | | |  | | | | | | | | 
Table 20.--Soil Features--Continued _______________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |_____________________________________________________|_______________| Potential |___ and soil name | | Depth | | | | | for | U | Kind |to top |Thickness| Hardness |Initial| Total |frost action| _______________________________________________________________________________________________________________ | | In | In | | In | In | |  | | | | | | | | 53F: | | | | | | | |  Arcadian---------------|Bedrock (lithic) | 10-20 | --- |Indurated | --- | --- |Moderate |Low  | | | | | | | |  Michigamme-------------|Bedrock (lithic) | 20-40 | --- |Indurated | --- | --- |Moderate |Low  | | | | | | | |  Rock outcrop. | | | | | | | |  | | | | | | | | 55B: | | | | | | | |  Chocolay---------------|Bedrock (lithic) | 20-40 | --- |Indurated | --- | --- |Moderate |Mod | | | | | | | | 100B: | | | | | | | |  Waiska-----------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 100D: | | | | | | | |  Waiska-----------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 102C: | | | | | | | |  Waiska-----------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | |  Garlic-----------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 102E: | | | | | | | |  Waiska-----------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | |  Garlic-----------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 102F: | | | | | | | |  Waiska-----------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | |  Garlic-----------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 110B: | | | | | | | |  Shelldrake-------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | |  Croswell---------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 111B: | | | | | | | |  Deer Park--------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 111D: | | | | | | | |  Deer Park--------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 111E: | | | | | | | |  Deer Park--------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 
Table 20.--Soil Features--Continued _______________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |_____________________________________________________|_______________| Potential |___ and soil name | | Depth | | | | | for | U | Kind |to top |Thickness| Hardness |Initial| Total |frost action| _______________________________________________________________________________________________________________ | | In | In | | In | In | |  | | | | | | | | 111F: | | | | | | | |  Deer Park--------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 112C: | | | | | | | |  Deer Park--------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | |  Croswell---------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 113C: | | | | | | | |  Rubicon----------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | |  Croswell---------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 120B: | | | | | | | |  Garlic-----------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 120D: | | | | | | | |  Garlic-----------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 120E: | | | | | | | |  Garlic-----------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 125A: | | | | | | | |  Croswell---------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | |  Au Gres----------------| --- | --- | --- | --- | --- | --- |Moderate |Low  | | | | | | | | 126B: | | | | | | | |  Au Gres----------------| --- | --- | --- | --- | --- | --- |Moderate |Low  | | | | | | | |  Deford-----------------| --- | --- | --- | --- | 0-1 | 1-2 |Moderate |Low  | | | | | | | |  Croswell---------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 127A: | | | | | | | |  Au Gres----------------| --- | --- | --- | --- | --- | --- |Moderate |Low  | | | | | | | |  Kinross----------------| --- | --- | --- | --- | 0-2 | 1-4 |Moderate |Hig | | | | | | | | 130C: | | | | | | | |  Garlic-----------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | |  Alcona-----------------| --- | --- | --- | --- | --- | --- |Moderate |Low  | | | | | | | | 
Table 20.--Soil Features--Continued _______________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |_____________________________________________________|_______________| Potential |___ and soil name | | Depth | | | | | for | U | Kind |to top |Thickness| Hardness |Initial| Total |frost action| _______________________________________________________________________________________________________________ | | In | In | | In | In | |  | | | | | | | | 130E: | | | | | | | |  Garlic-----------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | |  Alcona-----------------| --- | --- | --- | --- | --- | --- |Moderate |Low  | | | | | | | | 133C: | | | | | | | |  Keweenaw---------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | |  Garlic-----------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 133E: | | | | | | | |  Keweenaw---------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | |  Garlic-----------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 133F: | | | | | | | |  Keweenaw---------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | |  Garlic-----------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 136B: | | | | | | | |  Borgstrom--------------|Ortstein | 8-18 | 2-30 |Very strongly | --- | --- |Low |Low  | | | | cemented | | | |  | | | | | | | |  Ingalls----------------| --- | --- | --- | --- | --- | --- |Moderate |Mod | | | | | | | | 142C: | | | | | | | |  Wallace----------------|Ortstein | 18-25 | 14-32 |Very strongly | --- | --- |Low |Low  | | | | cemented | | | |  | | | | | | | |  Rubicon----------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 142F: | | | | | | | |  Wallace----------------|Ortstein | 18-25 | 14-32 |Very strongly | --- | --- |Low |Low  | | | | cemented | | | |  | | | | | | | |  Rubicon----------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 155C: | | | | | | | |  Montreal---------------|Fragipan | 14-41 | 6-37 |Strongly cemented| --- | --- |Moderate |Mod | | | | | | | |  Paavola----------------|Bedrock (lithic) | 20-30 | 3-26 |Strongly cemented| --- | --- |Low |Mod | | | | | | | |  Waiska-----------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 
Table 20.--Soil Features--Continued _______________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |_____________________________________________________|_______________| Potential |___ and soil name | | Depth | | | | | for | U | Kind |to top |Thickness| Hardness |Initial| Total |frost action| _______________________________________________________________________________________________________________ | | In | In | | In | In | |  | | | | | | | | 155E: | | | | | | | |  Montreal---------------|Fragipan | 14-41 | 6-37 |Strongly cemented| --- | --- |Moderate |Mod | | | | | | | |  Paavola----------------|Fragipan | 20-30 | 3-26 |Strongly cemented| --- | --- |Low |Mod | | | | | | | |  Waiska-----------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 158A: | | | | | | | |  Arnheim----------------| --- | --- | --- | --- | 0-0 | 0-1 |High |Hig | | | | | | | |  Sturgeon---------------| --- | --- | --- | --- | --- | --- |High |Mod | | | | | | | |  Pelkie-----------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 161F: | | | | | | | |  Trimountain------------|Fragipan | 16-28 | 10-35 |Strongly cemented| --- | --- |Moderate |Mod | | | | | | | |  Lac La Belle-----------|Fragipan | 25-40 | 3-45 |Strongly cemented| --- | --- |Low |Mod | | | | | | | |  Waiska-----------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 162F: | | | | | | | |  Trimountain------------|Fragipan | 16-28 | 10-35 |Strongly cemented| --- | --- |Moderate |Mod | | | | | | | |  Lac La Belle-----------|Fragipan | 25-40 | 3-45 |Strongly cemented| --- | --- |Low |Mod | | | | | | | |  Michigamme-------------|Bedrock (lithic) | 22-40 | --- |Indurated | --- | --- |Moderate |Low  | | | | | | | | 166B: | | | | | | | |  Gratiot----------------|Fragipan | 15-20 | 5-15 |Strongly cemented| --- | --- |High |Mod | | | | | | | |  Sabattis---------------| --- | --- | --- | --- | 0-2 | 2-3 |High |Hig | | | | | | | | 173C: | | | | | | | |  Montreal---------------|Fragipan | 14-41 | 6-37 |Strongly cemented| --- | --- |Moderate |Mod | | | | | | | |  Paavola----------------|Fragipan | 20-30 | 3-26 |Strongly cemented| --- | --- |Low |Mod | | | | | | | |  Dishno-----------------|Bedrock (lithic) | 40-60 | --- |Indurated | --- | --- |Moderate |Mod | | | | | | | | 173E: | | | | | | | |  Montreal---------------|Fragipan | 14-41 | 6-37 |Strongly cemented| --- | --- |Moderate |Mod | | | | | | | |  Paavola----------------|Bedrock (lithic) | 20-30 | 3-26 |Indurated | --- | --- |Low |Mod | | | | | | | |  Dishno-----------------|Bedrock (lithic) | 40-60 | --- |Indurated | --- | --- |Moderate |Mod | | | | | | | | 
Table 20.--Soil Features--Continued _______________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |_____________________________________________________|_______________| Potential |___ and soil name | | Depth | | | | | for | U | Kind |to top |Thickness| Hardness |Initial| Total |frost action| _______________________________________________________________________________________________________________ | | In | In | | In | In | |  | | | | | | | | 174B: | | | | | | | |  Montreal---------------|Fragipan | 14-41 | 6-37 |Strongly cemented| --- | --- |Moderate |Mod | | | | | | | |  Dishno-----------------|Bedrock (lithic) | 40-60 | --- |Indurated | --- | --- |Moderate |Mod | | | | | | | |  Gratiot----------------|Fragipan | 15-20 | 5-15 |Strongly cemented| --- | --- |High |Mod | | | | | | | | 177A: | | | | | | | |  Assinins---------------| --- | --- | --- | --- | --- | --- |High |Mod | | | | | | | | 183C: | | | | | | | |  Munising---------------|Fragipan | 15-22 | 6-16 |Strongly cemented| --- | --- |Moderate |Low  | | | | | | | |  Abbaye-----------------|Bedrock (lithic) | 20-40 | --- |Indurated | --- | --- |Moderate |Low  | | | | | | | |  Yalmer-----------------|Fragipan | 20-30 | 2-32 |Strongly cemented| --- | --- |Low |Low  | | | | | | | | 183E: | | | | | | | |  Munising---------------|Fragipan | 15-22 | 6-16 |Strongly cemented| --- | --- |Moderate |Low  | | | | | | | |  Abbaye-----------------|Bedrock (lithic) | 20-40 | --- |Indurated | --- | --- |Moderate |Low  | | | | | | | |  Yalmer-----------------|Fragipan | 20-30 | 2-32 |Strongly cemented| --- | --- |Low |Low  | | | | | | | | 184C: | | | | | | | |  Munising---------------|Fragipan | 15-22 | 6-16 |Strongly cemented| --- | --- |Moderate |Low  | | | | | | | |  Yalmer-----------------|Fragipan | 20-30 | 2-32 |Strongly cemented| --- | --- |Low |Low  | | | | | | | | 184E: | | | | | | | |  Munising---------------|Fragipan | 15-22 | 6-16 |Strongly cemented| --- | --- |Moderate |Low  | | | | | | | |  Yalmer-----------------|Fragipan | 20-30 | 2-32 |Strongly cemented| --- | --- |Low |Low  | | | | | | | | 185B: | | | | | | | |  Munising---------------|Fragipan | 15-22 | 6-16 |Strongly cemented| --- | --- |Moderate |Low  | | | | | | | |  Skanee-----------------|Fragipan | 12-18 | 17-26 |Strongly cemented| --- | --- |High |Mod | | | | | | | | 185C: | | | | | | | |  Munising---------------|Fragipan | 15-22 | 6-16 |Strongly cemented| --- | --- |Moderate |Low  | | | | | | | |  Skanee-----------------|Fragipan | 12-18 | 17-26 |Strongly cemented| --- | --- |High |Mod | | | | | | | | 
Table 20.--Soil Features--Continued _______________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |_____________________________________________________|_______________| Potential |___ and soil name | | Depth | | | | | for | U | Kind |to top |Thickness| Hardness |Initial| Total |frost action| _______________________________________________________________________________________________________________ | | In | In | | In | In | |  | | | | | | | | 187A: | | | | | | | |  Skanee-----------------|Fragipan | 12-18 | 17-26 |Strongly cemented| --- | --- |High |Mod | | | | | | | |  Gay--------------------| --- | --- | --- | --- | 0-1 | 0-1 |High |Hig | | | | | | | | 192B: | | | | | | | |  Nipissing--------------|Bedrock (lithic) | 20-40 | --- |Indurated | --- | --- |Moderate |Low  | | | | | | | |  Arcadian---------------|Bedrock (lithic) | 10-20 | --- |Indurated | --- | --- |Moderate |Low  | | | | | | | |  Rock outcrop. | | | | | | | |  | | | | | | | | 194B: | | | | | | | |  Copper Harbor----------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 195B: | | | | | | | |  Copper Harbor----------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | |  Bete Grise-------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 196B: | | | | | | | |  Bete Grise-------------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | |  Tawas------------------| --- | --- | --- | --- | 4-12 | 20-30 |High |Hig | | | | | | | | 301: | | | | | | | |  Udorthents-------------| --- | --- | --- | --- | --- | --- |Low |Mod | | | | | | | |  Udipsamments-----------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 302: | | | | | | | |  Histosols--------------| --- | --- | --- | --- | 6-18 | 50-55 |High |Hig | | | | | | | |  Aquents----------------| --- | --- | --- | --- | --- | --- |High |  | | | | | | | | 303: | | | | | | | |  Aquents----------------| --- | --- | --- | --- | --- | --- |High |  | | | | | | | |  Dumps, stamp sand------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 310. | | | | | | | |  Dumps, mine | | | | | | | |  | | | | | | | | 311: | | | | | | | |  Dumps, stamp sand------| --- | --- | --- | --- | --- | --- |Low |Low  | | | | | | | | 
Table 20.--Soil Features--Continued _______________________________________________________________________________________________________________

 | Restrictive layer | Subsidence | |  Map symbol |_____________________________________________________|_______________| Potential |___ and soil name | | Depth | | | | | for | U | Kind |to top |Thickness| Hardness |Initial| Total |frost action| _______________________________________________________________________________________________________________ | | In | In | | In | In | |  | | | | | | | | 312. | | | | | | | |  Pits | | | | | | | |  | | | | | | | | 313. | | | | | | | |  Dumps, sawdust | | | | | | | |  | | | | | | | | W. | | | | | | | |  Water | | | | | | | |  | | | | | | | | _______________________________________________________________________________________________________________
594

Table 21.--Classification of the Soils

______________________________________________________________________________________________________

 |

 Soil name | Family or higher taxonomic class

 | ______________________________________________________________________________________________________

 |

 Abbaye-------------------|Coarse-loamy, mixed, active, frigid Alfic Oxyaquic Haplorthods

 Alcona-------------------|Coarse-loamy, mixed, active, frigid Alfic Haplorthods

 Arcadian-----------------|Loamy-skeletal, mixed, active, frigid Lithic Haplorthods

 Arnheim------------------|Coarse-loamy, mixed, superactive, nonacid, frigid Typic Fluvaquents

 Assinins-----------------|Coarse-loamy, mixed, active, frigid Argic Endoaquods

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

 Bete Grise---------------|Sandy-skeletal, mixed, frigid Typic Endoaquods

 Betsy Bay----------------|Mixed, frigid Typic Psammaquents

 Borgstrom----------------|Sandy, mixed, frigid, shallow, ortstein Typic Durorthods

 Burt---------------------|Siliceous, frigid Lithic Psammaquents

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

 Chocolay-----------------|Loamy-skeletal, mixed, superactive, frigid Oxyaquic Haplorthods

 Copper Harbor------------|Sandy-skeletal, isotic, frigid Oxyaquic Haplorthods

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

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

 Deer Park----------------|Mixed, frigid Spodic Udipsamments

 Deford-------------------|Mixed, frigid Typic Psammaquents

 Dishno-------------------|Coarse-loamy over sandy or sandy-skeletal, mixed, superactive, frigid

 | Oxyaquic Haplorthods

 Garlic-------------------|Sandy, mixed, frigid, ortstein Typic Haplorthods

 Gay----------------------|Coarse-loamy, mixed, active, nonacid, frigid Aeric Endoaquepts

 Gratiot------------------|Loamy-skeletal, mixed, superactive, frigid Typic Fragiaquods

 Ingalls------------------|Sandy over loamy, mixed, active, frigid Typic Endoaquods

 Jacobsville--------------|Coarse-loamy, mixed, active, nonacid, frigid Aeric Endoaquepts

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

 Kinross------------------|Sandy, mixed, frigid Typic Endoaquods

 Lac La Belle-------------|Sandy-skeletal, isotic, frigid Typic Fragiorthods

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

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

 Michigamme---------------|Coarse-loamy, mixed, superactive, frigid Fragic Haplorthods

 Montreal-----------------|Coarse-loamy, isotic, superactive, frigid Alfic Oxyaquic Fragiorthods

 Munising-----------------|Coarse-loamy, mixed, active, frigid Alfic Oxyaquic Fragiorthods

 Nipissing----------------|Loamy-skeletal, mixed, active, frigid Typic Haplorthods

 Paavola------------------|Sandy-skeletal, mixed, frigid Alfic Oxyaquic Fragiorthods

 Pelkie-------------------|Mixed, frigid Oxyaquic Udipsamments

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

 Sabattis-----------------|Coarse-loamy, mixed, active, nonacid, frigid Histic Humaquepts

 Shelldrake---------------|Frigid, uncoated Typic Quartzipsamments

 Skandia------------------|Dysic, frigid Lithic Haplosaprists

 Skanee-------------------|Coarse-loamy, mixed, active, frigid Argic Fragiaquods

 Sturgeon-----------------|Coarse-silty over sandy or sandy-skeletal, mixed, superactive, nonacid,

 | frigid Aquic Udifluvents

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

 Trimountain--------------|Coarse-loamy, mixed, superactive, frigid Ultic Fragiorthods

 Waiska-------------------|Sandy-skeletal, mixed, frigid Typic Haplorthods

 Wallace------------------|Sandy, mixed, frigid, shallow, ortstein Typic Durorthods

 Yalmer-------------------|Sandy, mixed, frigid Alfic Oxyaquic Fragiorthods

 Zeba---------------------|Coarse-loamy, mixed, active, frigid Argic Endoaquods

 | ______________________________________________________________________________________________________
595

Interpretive Groups
596 Soil Survey of

Interpretive Groups

(Unless otherwise indicated, a complex is treated as a single management unit in the

 land capability classification column. See text for definitions of the groups.

 Absence of an entry indicates that the map unit is not suited to the intended use or

 that an interpretive group is not assigned)

_________________________________________________________________________________________

 | | | |

 Map symbol |Land capability| Michigan | Hydric | Habitat type

 and soil name |classification | soil | status | (primary/

 | | management | | secondary)

 | | group | | _________________________________________________________________________________________

 | | | |

2------------------------| 6w | | |

 Lupton------------------| | Mc | Hydric | TTM/TTS

 Tawas-------------------| | M/4c | Hydric | TTM/TTS

 | | | |

3------------------------| 7w | | |

 Dawson------------------| | Mc-a | Hydric | PCS/TTS

 Loxley------------------| | M/4c-a | Hydric | PCS/TTS

 | | | |

6------------------------| 7w | | |

 Skandia-----------------| | M/Rc | Hydric | PCS/TTS

 Burt--------------------| | Rbc | Hydric | PCS/TTS

 | | | |

10-----------------------| 6w | | |

 Cathro------------------| | M/3c | Hydric | TTM/FI

 Sabattis----------------| | 3c | Hydric | TTM/FI

 | | | |

13-----------------------| 6w | | |

 Tawas-------------------| | M/4c | Hydric | TTM/TTS

 Deford------------------| | 4c | Hydric | TTS/TTM

 | | | |

15B----------------------| 7w | | |

 Dawson------------------| | M/4c-a | Hydric | PCS/TMC-V

 Croswell----------------| | 5a | Not hydric | AQV/TMC-V

 | | | |

20E. | | | |

 Rock outcrop | | | |

 | | | |

21G----------------------| --- | | |

 Rock outcrop. | | | |

 Arcadian----------------| | Ra | Not hydric | TMC-V/AQV

 | | | |

39A----------------------| 3w | | |

 Betsy Bay---------------| | 4/Rbc | Not hydric | TMC-V/TTS

 Burt--------------------| | Rbc | Hydric | TTS/TTM

 | | | |

47A----------------------| 3w | | |

 Zeba--------------------| | 3/Rbc | Not hydric | TMC-D/TMC

 Jacobsville-------------| | 3/Rbc | Hydric | TTM/TMC-V

 | | | |

51C----------------------| 7s | | |

 Arcadian----------------| | Ra | Not hydric | TMV/ATD

 Nipissing---------------| | G/Ra | Not hydric | ATD/TMV

 Rock outcrop. | | | |

 | | | |

51E----------------------| 7s | | |

 Arcadian----------------| | Ra | Not hydric | TMV/TM

 Nipissing---------------| | G/Ra | Not hydric | TMV/TM

 Rock outcrop. | | | |

 | | | |

52C----------------------| 7s | | |

 Arcadian----------------| | Ra | Not hydric | AVO/ATD

 Dishno------------------| | 3a | Not hydric | ATD/AVO

 Rock outcrop. | | | |

 | | | |
Keweenaw County Area, Michigan 597

Interpretive Groups--Continued

_________________________________________________________________________________________

 | | | |

 Map symbol |Land capability| Michigan | Hydric | Habitat type

 and soil name |classification | soil | status | (primary/

 | | management | | secondary)

 | | group | | _________________________________________________________________________________________

 | | | |

52E----------------------| 7s | | |

 Arcadian----------------| | Ra | Not hydric | AVO/ATD

 Dishno------------------| | 3a | Not hydric | AVO/ATD

 Rock outcrop. | | | |

 | | | |

53E----------------------| 7s | | |

 Arcadian----------------| | Ra | Not hydric | ATD/TMV

 Michigamme--------------| | 3/Ra | Not hydric | ATD/TMV

 Rock outcrop. | | | |

 | | | |

53F----------------------| 7s | | |

 Arcadian----------------| | Ra | Not hydric | ATD/TMV

 Michigamme--------------| | 3/Ra | Not hydric | ATD/TMV

 Rock outcrop. | | | |

 | | | |

55B----------------------| 6s | 3/Ra | Not hydric | ATD

 Chocolay | | | |

 | | | |

100B---------------------| 6s | Ga | Not hydric | ATD

 Waiska | | | |

 | | | |

100D---------------------| 6s | Ga | Not hydric | ATD

 Waiska | | | |

 | | | |

102C---------------------| 6s | | |

 Waiska------------------| | Ga | Not hydric | ATD/AVO

 Garlic------------------| | 5.3a | Not hydric | ATD

 | | | |

102E---------------------| 7s | | |

 Waiska------------------| | Ga | Not hydric | ATD/AVO

 Garlic------------------| | 5.3a | Not hydric | ATD

 | | | |

102F---------------------| 7s | | |

 Waiska------------------| | Ga | Not hydric | ATD/AVO

 Garlic------------------| | 5.3a | Not hydric | ATD

 | | | |

110B---------------------| 6s | | |

 Shelldrake--------------| | 5.3a | Not hydric | PVC

 Croswell----------------| | 5a | Not hydric | QAE

 | | | |

111B---------------------| 6s | 5.3a | Not hydric | AQV/QAE

 Deer Park | | | |

 | | | |

111D---------------------| 7s | 5.3a | Not hydric | AQV/QAE

 Deer Park | | | |

 | | | |

111E---------------------| 7s | 5.3a | Not hydric | AQV/QAE

 Deer Park | | | |

 | | | |

111F---------------------| 7s | 5.3a | Not hydric | AQV/QAE

 Deer Park | | | |

 | | | |

112C---------------------| 7s | | |

 Deer Park---------------| | 5.3a | Not hydric | QAE

 Croswell----------------| | 5a | Not hydric | QAE/TMC-V

 | | | |

113C---------------------| 7s | | |

 Rubicon-----------------| | 5.3a | Not hydric | AQV/TMV

 Croswell----------------| | 5a | Not hydric | AQV/TMC-V

 | | | |

120B---------------------| 4s | 5.3a | Not hydric | TM/ATD-D

 Garlic | | | |

 | | | |
598 Soil Survey of

Interpretive Groups--Continued

_________________________________________________________________________________________

 | | | |

 Map symbol |Land capability| Michigan | Hydric | Habitat type

 and soil name |classification | soil | status | (primary/

 | | management | | secondary)

 | | group | | _________________________________________________________________________________________

 | | | |

120D---------------------| 6s | 5.3a | Not hydric | TM/ATD-D

 Garlic | | | |

 | | | |

120E---------------------| 7s | 5.3a | Not hydric | TM/ATD-D

 Garlic | | | |

 | | | |

125A---------------------| 4s | | |

 Croswell----------------| | 5a | Not hydric | AQV

 Au Gres-----------------| | 5b | Not hydric | TMC-V

 | | | |

126B---------------------| 4w | | |

 Au Gres-----------------| | 5b | Not hydric | TMC-V

 Deford------------------| | 4c | Hydric | TMC-V/AQV

 Croswell----------------| | 5a | Not hydric | TMC-V/AQV

 | | | |

127A---------------------| 4w | | |

 Au Gres-----------------| | 5b | Not hydric | TMC-V

 Kinross-----------------| | 5c-a | Hydric | PCS/TTS

 | | | |

130C---------------------| 6s | | |

 Garlic------------------| | 5.3a | Not hydric | ATD-D

 Alcona------------------| | 3a-s | Not hydric | ATD

 | | | |

130E---------------------| 7s | | |

 Garlic------------------| | 5.3a | Not hydric | ATD-D

 Alcona------------------| | 3a-s | Not hydric | ATD

 | | | |

133C---------------------| 3e | | |

 Keweenaw----------------| | 4a-a | Not hydric | ATD-D/TM

 Garlic------------------| | 5.3a | Not hydric | TM/ATD-D

 | | | |

133E---------------------| 7e | | |

 Keweenaw----------------| | 4a-a | Not hydric | ATD-D/TM

 Garlic------------------| | 5.3a | Not hydric | ATD-D/TM

 | | | |

133F---------------------| 7e | | |

 Keweenaw----------------| | 4a-a | Not hydric | ATD-D/TM

 Garlic------------------| | 5.3a | Not hydric | ATD

 | | | |

136B---------------------| 6s | | |

 Borgstrom---------------| | 4/2a-hs | Not hydric | TM

 Ingalls-----------------| | 4/2b | Not hydric | TMC

 | | | |

142C---------------------| 6s | | |

 Wallace-----------------| | 5a-h | Not hydric | TMV

 Rubicon-----------------| | 5.3a | Not hydric | AQV/TMV

 | | | |

142F---------------------| 7s | | |

 Wallace-----------------| | 5a-h | Not hydric | TMV

 Rubicon-----------------| | 5.3a | Not hydric | AQV/TMV

 | | | |

155C---------------------| 6s | | |

 Montreal----------------| | 3a-af | Not hydric | ATD/AVO

 Paavola-----------------| | Ga | Not hydric | AVO/ATD

 Waiska------------------| | Ga | Not hydric | ATD/AVO

 | | | |

155E---------------------| 7e | | |

 Montreal----------------| | 3a-af | Not hydric | ATD/AVO

 Paavola-----------------| | Ga | Not hydric | AVO/ATD

 Waiska------------------| | Ga | Not hydric | ATD/AVO

 | | | |
Keweenaw County Area, Michigan 599

Interpretive Groups--Continued

_________________________________________________________________________________________

 | | | |

 Map symbol |Land capability| Michigan | Hydric | Habitat type

 and soil name |classification | soil | status | (primary/

 | | management | | secondary)

 | | group | | _________________________________________________________________________________________

 | | | |

158A---------------------| 5w | | |

 Arnheim-----------------| | L-2c | Hydric | FMC/FI

 Sturgeon----------------| | L-2b | Not hydric | AVO-CI

 Pelkie------------------| | L-2a | Not hydric | AVO

 | | | |

161F---------------------| 7e | | |

 Trimountain-------------| | 3a-af | Not hydric | AVO/ATD

 Lac La Belle------------| | Ga | Not hydric | ATD/AVO

 Waiska------------------| | Ga | Not hydric | AVO/ATD

 | | | |

162F---------------------| 7e | | |

 Trimountain-------------| | 3a-af | Not hydric | ATD/AVO

 Lac La Belle------------| | Ga | Not hydric | ATD/AVO

 Michigamme--------------| | 3/Ra | Not hydric | ATD/AVO

 | | | |

166B---------------------| 7s | | |

 Gratiot-----------------| | 3b-af | Not hydric |AVO-CI/TMC-D

 Sabattis----------------| | 3c | Hydric | FI/TTM

 | | | |

173C---------------------| 6s | | |

 Montreal----------------| | 3a-af | Not hydric | AVO/ATD

 Paavola-----------------| | Ga | Not hydric | AVO/ATD

 Dishno------------------| | 3a | Not hydric | AVO/ATD

 | | | |

173E---------------------| 7e | | |

 Montreal----------------| | 3a-af | Not hydric | AVO/ATD

 Paavola-----------------| | Ga | Not hydric | AVO/ATD

 Dishno------------------| | 3a | Not hydric | AVO/ATD

 | | | |

174B---------------------| 6s | | |

 Montreal----------------| | 3a-af | Not hydric | ATD/AVO

 Dishno------------------| | 3a | Not hydric | ATD/AVO

 Gratiot-----------------| | 3b-af | Not hydric |AVO-CI/ATD-CI

 | | | |

177A---------------------| 3w | 4b | Not hydric | TMC

 Assinins | | | |

 | | | |

183C---------------------| 6e | | |

 Munising----------------| | 3a-af | Not hydric | TM/ATD

 Abbaye------------------| | 3/Ra | Not hydric | ATD

 Yalmer------------------| | 4a-a | Not hydric | TM/ATD

 | | | |

183E---------------------| 7e | | |

 Munising----------------| | 3a-af | Not hydric | TM/ATD

 Abbaye------------------| | 3/Ra | Not hydric | ATD

 Yalmer------------------| | 4a-a | Not hydric | ATD/TM

 | | | |

184C---------------------| 7e | | |

 Munising----------------| | 3a-af | Not hydric | TM/ATD

 Yalmer------------------| | 4a-a | Not hydric | ATD/TM

 | | | |

184E---------------------| 7e | | |

 Munising----------------| | 3a-af | Not hydric | ATD/TM

 Yalmer------------------| | 4a-a | Not hydric | ATD/TM

 | | | |

185B---------------------| 6s | | |

 Munising----------------| | 3a-af | Not hydric | ATD/TM

 Skanee------------------| | 3b-a | Not hydric | TMC/TMC-D

 | | | |

185C---------------------| 6s | | |

 Munising----------------| | 3a-af | Not hydric | ATD/TM

 Skanee------------------| | 3b-a | Not hydric | TMC/TMC-D

 | | | |
600

Interpretive Groups--Continued

_________________________________________________________________________________________

 | | | |

 Map symbol |Land capability| Michigan | Hydric | Habitat type

 and soil name |classification | soil | status | (primary/

 | | management | | secondary)

 | | group | | _________________________________________________________________________________________

 | | | |

187A---------------------| 2e | | |

 Skanee------------------| | 3b-a | Not hydric | TMC/TMC-D

 Gay---------------------| | 3c | Hydric | TTS

 | | | |

192B---------------------| 7s | | |

 Nipissing---------------| | G/Ra | Not hydric | TMV/AQV

 Arcadian----------------| | Ra | Not hydric | TMV/AQV

 Rock outcrop. | | | |

 | | | |

194B---------------------| 6s | Ga | Not hydric | ATD

 Copper Harbor | | | |

 | | | |

195B---------------------| 6s | | |

 Copper Harbor-----------| | Ga | Not hydric | ATD

 Bete Grise--------------| | Gbc | Not hydric | TMC-D

 | | | |

196B---------------------| 4w | | |

 Bete Grise--------------| | M/4c | Not hydric | TMC-D

 Tawas-------------------| | Gbc | Hydric | TTM

 | | | |

301----------------------| 6e | | |

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

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

 | | | |

302----------------------| 7w | | |

 Histosols---------------| | --- | --- | ---

 Aquents-----------------| | --- | --- | ---

 | | | |

303----------------------| 8s | | |

 Aquents-----------------| | --- | Hydric | ---

 Dumps, stamp sand-------| | --- | Not hydric | ---

 | | | |

310----------------------| 8s | --- | --- | ---

 Dumps, mine | | | |

 | | | |

311----------------------| 7s | --- | Not hydric | ---

 Dumps, stamp sand | | | |

 | | | |

312. | | | |

 Pits | | | |

 | | | |

313. | | | |

 Dumps, sawdust | | | |

 | | | |

W. | | | |

 Water | | | |

 | | | | _________________________________________________________________________________________
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